| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1710433675000 | 0 | None | None | Roads | Package-681 A Flexible pavement | 18535288.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077313 | 105316 | None | PWD SR 202324 Volume 3 Item No 16.29 Page No | i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause
1701.3.8.1 Class A Type 1" | m | 19021.13 | 19021.13 | 2.0 | False | None | None | False | None | False | 38042.26 | 0 | | 3077314 | 105316 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.
| 100 Sqm | 486.93 | 486.93 | 15.12 | False | None | None | False | None | False | 7362.3816 | 0 | | 3077315 | 105316 | None | PWD SR 2023-24 Volume 3 Item No 3.5 ( Page No 17) | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead
| Sqm | 7.43 | 7.43 | 2940.0 | False | None | None | False | None | False | 21844.2 | 0 | | 3077316 | 105316 | None | PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth)
| Cum | 117.71 | 117.71 | 378.0 | False | None | None | False | None | False | 44494.38 | 0 | | 3077317 | 105316 | None | PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth)
| Cum | 117.71 | 117.71 | 2150.94 | False | None | None | False | None | False | 253187.1474 | 0 | | 3077318 | 105316 | None | PWD SR 2023-24 Volume 1 Item No 1.7 ( Page No 7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and oundation of other structures graded with desired compaction.
| Cum | 147.44 | 147.44 | 430.19 | False | None | None | False | None | False | 63427.2136 | 0 | | 3077319 | 105316 | None | PWD SR 2023-24 Volume 1 Item No 1.8 ( Page No 7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
| CUBIC METER | 587.29 | 587.29 | 449.81 | False | None | None | False | None | False | 264168.9149 | 0 | | 3077320 | 105316 | None | PWD SR 2023-24 Volume 3 Item No 3.6 ( Page No 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
| Cum | 610.83 | 610.83 | 2405.29 | False | None | None | False | None | False | 1469223.2907 | 0 | | 3077321 | 105316 | None | PWD SR 2023-24 Volume 3 Item No 4.2 (v) ( Page 23 | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material | Cum | 2922.8 | 2922.8 | 1538.88 | False | None | None | False | None | False | 4497838.464 | 0 | | 3077322 | 105316 | None | PWD SR 2023-24 Volume 3 Item No 4.17 ( Page No 26 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
| Cum | 3170.6 | 3170.6 | 1638.0 | False | None | None | False | None | False | 5193442.8 | 0 | | 3077323 | 105316 | None | PWD SR 2023-24 Volume 3 Item No 5.1 A (I) ( Pag 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.
| Sqm | 50.8 | 50.8 | 6300.0 | False | None | None | False | None | False | 320040.0 | 0 | | 3077324 | 105316 | None | PWD SR 2023-24 Volume 3 Item No 5.4 ( Page No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface
| Sqm | 17.35 | 17.35 | 6300.0 | False | None | None | False | None | False | 109305.0 | 0 | | 3077325 | 105316 | None | PWD SR 2023-24 Volume 3 Item No 5.12 (C) ( Page 35 | Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
| Cum | 11707.31 | 11707.31 | 315.0 | False | None | None | False | None | False | 3687802.65 | 0 | | 3077326 | 105316 | None | PWD SR 2023-24 Volume 3 Item No 5.16 C ( Page No38 | Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
| Cum | 13572.01 | 13572.01 | 189.0 | False | None | None | False | None | False | 2565109.89 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681A Junction Estimate | 1066556.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077327 | 105317 | None | 2.5 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 )
| 100 Sqm | 486.93 | 486.93 | 0.72 | False | None | None | False | None | False | 350.5896 | 0 | | 3077328 | 105317 | None | PWD SR 2023-24 Volume 3 Item No 3.5 ( Page No17 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead
| Sqm | 7.43 | 7.43 | 442.8 | False | None | None | False | None | False | 3290.004 | 0 | | 3077329 | 105317 | None | PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth)
| Cum | 117.71 | 117.71 | 121.26 | False | None | None | False | None | False | 14273.5146 | 0 | | 3077330 | 105317 | None | PWD SR 2023-24 Volume 3 Item No 3.6 ( Page No 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
| Cum | 610.83 | 610.83 | 44.61 | False | None | None | False | None | False | 27249.1263 | 0 | | 3077331 | 105317 | None | PWD SR 2023-24 Volume 3 Item No 4.2 (v) ( Page 23 | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material
"
| Cum | 2922.8 | 2922.8 | 50.1 | False | None | None | False | None | False | 146432.28 | 0 | | 3077332 | 105317 | None | PWD SR 2023-24 Volume 3 Item No 4.17 ( Page No 26 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
| Cum | 3170.6 | 3170.6 | 120.76 | False | None | None | False | None | False | 382881.656 | 0 | | 3077333 | 105317 | None | PWD SR 2023-24 Volume 3 Item No 5.1 A (I) ( Pag 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.
| Sqm | 50.8 | 50.8 | 465.0 | False | None | None | False | None | False | 23622.0 | 0 | | 3077334 | 105317 | None | PWD SR 2023-24 Volume 3 Item No 5.3 ( Page No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
| Sqm | 14.87 | 14.87 | 465.0 | False | None | None | False | None | False | 6914.55 | 0 | | 3077335 | 105317 | None | PWD SR 2023-24 Volume 3 Item No 5.12 (C) ( Page35 | Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
| Cum | 11707.31 | 11707.31 | 23.24 | False | None | None | False | None | False | 272077.8844 | 0 | | 3077336 | 105317 | None | PWD SR 2023-24 Volume 3 Item No 5.16 C (Page No38 | Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
| Cum | 13572.01 | 13572.01 | 13.96 | False | None | None | False | None | False | 189465.2596 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681A Road furniture | 730309.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077337 | 105318 | None | PWD SR 2023-24 Volume 3 Item No 8.7 Page No 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing | Sqm | 11163.39 | 11163.39 | 0.81 | False | None | None | False | None | False | 9042.3459 | 0 | | 3077338 | 105318 | None | PWD SR 2023-24 Volume 3 Item No 8.5 ii (Pg No 64) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle | Each | 5803.47 | 5803.47 | 2.0 | False | None | None | False | None | False | 11606.94 | 0 | | 3077339 | 105318 | None | PWD SR 2023-24 Volume 3 Item No 8.5 iv (Page No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 60 cm equilateral triangle | Each | 4430.66 | 4430.66 | 2.0 | False | None | None | False | None | False | 8861.32 | 0 | | 3077340 | 105318 | None | PWD SR 2023-24 Volume 3 Item No 8.5 viii Pg no-64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm circular | Each | 5323.98 | 5323.98 | 2.0 | False | None | None | False | None | False | 10647.96 | 0 | | 3077341 | 105318 | None | PWD SR 2023-24 Volume 3 Item No 8.5 x Pg No-64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x ) 80 mm x 60 mm rectangular | Each | 6711.66 | 6711.66 | 2.0 | False | None | None | False | None | False | 13423.32 | 0 | | 3077342 | 105318 | None | PWD SR 2023-24 Volume 3 Item No 8.15 Pg no-67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 656.67 | 656.67 | 302.72 | False | None | None | False | None | False | 198787.1424 | 0 | | 3077343 | 105318 | None | PWD SR 2023-24 Volume 3 Item No 8.13 (i) pg no 66 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) | Sqm | 251.52 | 251.52 | 10.25 | False | None | None | False | None | False | 2578.08 | 0 | | 3077344 | 105318 | None | PWD SR 2023-24Volume 3 Item No 8.16 (iii) Pg no 67 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) | Each | 1043.24 | 1043.24 | 2.0 | False | None | None | False | None | False | 2086.48 | 0 | | 3077345 | 105318 | None | PWD SR 2023-24 Volume 3 Item No 8.4 ( Page No 63 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman | cm | 1.12 | 1.12 | 220.0 | False | None | None | False | None | False | 246.4 | 0 | | 3077346 | 105318 | None | PWD SR 2023-24 Volume 3 Item No 8.17 Pg No-67 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. | No | 2504.02 | 2504.02 | 110.0 | False | None | None | False | None | False | 275442.2 | 0 | | 3077347 | 105318 | None | PWD SR 2023-24 Volume 1 Item No 1.14.1 Pg 8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 61.2 | False | None | None | False | None | False | 7734.456 | 0 | | 3077348 | 105318 | None | PWD SR 2023-24 Volume 3 Item No 8.29(i) Pg no 71 | Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per
IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service | Rmtr | 2740.67 | 2740.67 | 30.0 | False | None | None | False | None | False | 82220.1 | 0 | | 3077349 | 105318 | None | PWD SR 2023-24 Volume 3 Item No 8.43 ( Pg no 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Each | 452.24 | 452.24 | 238.0 | False | None | None | False | None | False | 107633.12 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681-1st year maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077350 | 105319 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. (7.56 qty to be executed) | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077351 | 105319 | None | PWD SR 2023-24 Volume 3 Item No 16.19 Pg no-147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (336.00 qty to be executed) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077352 | 105319 | None | PWD SR 2023-24 Volume 3 Item No 10.3 Pg no-91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 (126.00Sqm qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077353 | 105319 | None | PWD SR 2023-24 Volume 3 Item No 10.2 Pg no-91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (37.80Sqm qty to be executed). | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077354 | 105319 | None | PWD SR 2023-24 Volume 3 Item No 10.5 Pg no 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(31.50cum qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681A 2nd Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077355 | 105320 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(7.56 qty to be executed)
"
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077356 | 105320 | None | PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (336 rmtr qty to be executed) "
| Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077357 | 105320 | None | PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (37.80 sqm Qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077358 | 105320 | None | PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(63.00 qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077359 | 105320 | None | PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 ) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. (90 cum qty to be executed)
| Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 A 3rd Year Maintenance | 44860.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077360 | 105321 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | ha | 545.36 | 545.36 | 5.04 | False | None | None | False | None | False | 2748.6144 | 0 | | 3077361 | 105321 | None | PWD SR 2023-24 Volume 3 Item No 16.19 Pg no 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.33 | 8.33 | 336.0 | False | None | None | False | None | False | 2798.88 | 0 | | 3077362 | 105321 | None | PWD SR 2023-24 Volume 3 Item No 10.3 Pg no 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 54.12 | 54.12 | 37.0 | False | None | None | False | None | False | 2002.44 | 0 | | 3077363 | 105321 | None | PWD SR 2023-24 Volume 3 Item No 10.2 Pg-91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 134.61 | 134.61 | 126.0 | False | None | None | False | None | False | 16960.86 | 0 | | 3077364 | 105321 | None | PWD SR 2023-24 Volume 3 Item No 16.24i Pg 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Km | 2753.16 | 2753.16 | 0.42 | False | None | None | False | None | False | 1156.3272 | 0 | | 3077365 | 105321 | None | PWD SR 2023-24 Volume 3 Item No 10.5 Pg no-91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 591.15 | 591.15 | 31.5 | False | None | None | False | None | False | 18621.225 | 0 | | 3077366 | 105321 | None | PWD SR 2023-24 Volume 3 Item No 16.24i Pg-148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Km | 285.86 | 285.86 | 2.0 | False | None | None | False | None | False | 571.72 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681A 4thYear Maintenance | 46092.21 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077367 | 105322 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | ha | 564.84 | 564.84 | 7.56 | False | None | None | False | None | False | 4270.1904 | 0 | | 3077368 | 105322 | None | PWD SR 2023-24 Volume 3 Item No 16.19 Pg no-147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.62 | 8.62 | 336.0 | False | None | None | False | None | False | 2896.32 | 0 | | 3077369 | 105322 | None | PWD SR 2023-24 Volume 3 Item No 10.3 Pg no-91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 56.05 | 56.05 | 37.0 | False | None | None | False | None | False | 2073.85 | 0 | | 3077370 | 105322 | None | PWD SR 2023-24 Volume 3 Item No 10.2 Pg no-91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 139.41 | 139.41 | 126.0 | False | None | None | False | None | False | 17565.66 | 0 | | 3077371 | 105322 | None | PWD SR 2023-24 Volume 3 Item No 10.5 Pg no 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 612.26 | 612.26 | 31.5 | False | None | None | False | None | False | 19286.19 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 A 5th Year Maintenance | 67634.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077372 | 105323 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | ha | 584.31 | 584.31 | 7.56 | False | None | None | False | None | False | 4417.3836 | 0 | | 3077373 | 105323 | None | PWD SR 2023-24 Volume 3 Item No 16.19 Pg-147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.92 | 8.92 | 336.0 | False | None | None | False | None | False | 2997.12 | 0 | | 3077374 | 105323 | None | PWD SR 2023-24 Volume 3 Item No 10.3 Pg no 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 57.99 | 57.99 | 37.0 | False | None | None | False | None | False | 2145.63 | 0 | | 3077375 | 105323 | None | PWD SR 2023-24 Volume 3 Item No 10.2 Pg 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 144.22 | 144.22 | 126.0 | False | None | None | False | None | False | 18171.72 | 0 | | 3077376 | 105323 | None | PWD SR 2023-24 Volume 3 Item No 10.5 Pg no 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 633.38 | 633.38 | 63.0 | False | None | None | False | None | False | 39902.94 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 A 6th Year Renewal After Maintenance Period | 3673552.71 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077377 | 105324 | None | PWD SR 2023-24 Volume 3 Item No 16.22 Pg no 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 3048.14 | 3048.14 | 0.42 | False | None | None | False | None | False | 1280.2188 | 0 | | 3077378 | 105324 | None | PWD SR 2023-24 Volume 3 Item No 16.24 i Pg-148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Km | 316.49 | 316.49 | 2.0 | False | None | None | False | None | False | 632.98 | 0 | | 3077379 | 105324 | None | PWD SR 2023-24 Volume 3 Item No 5.3i Pg 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 18.44 | 18.44 | 6300.0 | False | None | None | False | None | False | 116172.0 | 0 | | 3077380 | 105324 | None | PWD SR 2023-24 Volume 3 Item No 3.6 Page 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 757.43 | 757.43 | 38.367 | False | None | None | False | None | False | 29060.31681 | 0 | | 3077381 | 105324 | None | PWD SR 2023-24 Volume 3 Item No 5.16C Page 37 | Providing and laying Bituminous Concrete Grading II for traffic less than 20 MSA with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 16829.3 | 16829.3 | 189.0 | False | None | None | False | None | False | 3180737.7 | 0 | | 3077382 | 105324 | None | PWD SR 2023-24 Volume 3 Item No 8.15 Page 67 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 814.27 | 814.27 | 279.72 | False | None | None | False | None | False | 227767.6044 | 0 | | 3077383 | 105324 | None | PWD SR 2023-24 Volume 3 Item No 8.43 Page 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | No | 560.77 | 560.77 | 210.25 | False | None | None | False | None | False | 117901.8925 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 B Flexible Pavement | 27010339.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077384 | 105325 | None | SR 2023-24 Volume 3 Item No 16.29 ( Page No 149) | i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 | No | 19021.13 | 19021.13 | 2.0 | False | None | None | False | None | False | 38042.26 | 0 | | 3077385 | 105325 | None | SR 2023-24 Volume 3Item No 2.5 ( Page No 9) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 100 Sqm | 486.93 | 486.93 | 31.2 | False | None | None | False | None | False | 15192.216 | 0 | | 3077386 | 105325 | None | SR 2023-24 Volume 3 Item No 3.5 ( Page No 17) | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 7.43 | 7.43 | 7150.0 | False | None | None | False | None | False | 53124.5 | 0 | | 3077387 | 105325 | None | SR 2023-24 Volume 1 Item No 1.12 Pg no-8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 117.71 | 117.71 | 1170.0 | False | None | None | False | None | False | 137720.7 | 0 | | 3077388 | 105325 | None | SR 2023-24 Volume 1 Item No 1.12 Pg No-8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 117.71 | 117.71 | 4366.06 | False | None | None | False | None | False | 513928.9226 | 0 | | 3077389 | 105325 | None | SR 2023-24 Volume 1 Item No 1.7 Page No 7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and oundation of other structures graded with desired compaction. | Cum | 147.44 | 147.44 | 1309.82 | False | None | None | False | None | False | 193119.8608 | 0 | | 3077390 | 105325 | None | SR 2023-24 Volume 1 Item No 1.8 Page No 7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 587.29 | 587.29 | 560.15 | False | None | None | False | None | False | 328970.4935 | 0 | | 3077391 | 105325 | None | SR 2023-24 Volume 3 Item No 3.6 Page No 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 610.83 | 610.83 | 4558.23 | False | None | None | False | None | False | 2784303.6309 | 0 | | 3077392 | 105325 | None | SR 2023-24 Volume 3 Item No 4.2 (v) Page 23 | By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material | Cum | 2922.8 | 2922.8 | 1831.38 | False | None | None | False | None | False | 5352757.464 | 0 | | 3077393 | 105325 | None | SR 2023-24 Volume 3 Item No 4.17 Page No 26 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 2428.98 | False | None | None | False | None | False | 7701323.988 | 0 | | 3077394 | 105325 | None | SR 2023-24 Volume 3 Item No 5.1 A (I) Page 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. | Sqm | 50.8 | 50.8 | 9325.9 | False | None | None | False | None | False | 473755.72 | 0 | | 3077395 | 105325 | None | SR 2023-24 Volume 3 Item No 5.4 Page No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface | Sqm | 17.35 | 17.35 | 9325.9 | False | None | None | False | None | False | 161804.365 | 0 | | 3077396 | 105325 | None | SR 2023-24 Volume 3 Item No 5.12 (C ) Page35 | Dense Graded Bituminous Macadam Grading - II for traffic
less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11707.31 | 11707.31 | 466.3 | False | None | None | False | None | False | 5459118.653 | 0 | | 3077397 | 105325 | None | SR 2023-24 Volume 3 Item No 5.16 C Page 38 | Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.01 | 13572.01 | 279.78 | False | None | None | False | None | False | 3797176.9578 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 B - BC 1.0x 1.0 1V | 1767408.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077398 | 105326 | None | SR 2023-24 Volume 3 Item No 2.10 (iv) (B) Pg-10 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means b. Rubble stone masonry in cement mortar. | Cum | 223.02 | 223.02 | 11.24 | False | None | None | False | None | False | 2506.7448 | 0 | | 3077399 | 105326 | None | SR 2023-24 Volume 1 Item No 1.14.1 Page-8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 141.56 | False | None | None | False | None | False | 17890.3528 | 0 | | 3077400 | 105326 | None | SR 2023-24 Volume 1 Item No 2.1.3 Page-15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 14.45 | False | None | None | False | None | False | 107224.3465 | 0 | | 3077401 | 105326 | None | SR 2023-24 Volume 1 Item No 2.11 h Page No 18 | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 5.41 | False | None | None | False | None | False | 529609.9483 | 0 | | 3077402 | 105326 | None | SR 2023-24 Volume 3 Item No 9.1.ii ( Page No 87 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9420.37 | 9420.37 | 43.74 | False | None | None | False | None | False | 412046.9838 | 0 | | 3077403 | 105326 | None | SR 2023-24 Volume 1 Item No 2.5.2 ( Page No 16 ) | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10174.17 | 10174.17 | 13.68 | False | None | None | False | None | False | 139182.6456 | 0 | | 3077404 | 105326 | None | SR 2023-24 Volume 1 Item No 2.4.3 Page No 16 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all ppurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8478.33 | 8478.33 | 33.75 | False | None | None | False | None | False | 286143.6375 | 0 | | 3077405 | 105326 | None | SR 2023-24 Volume 3 Item No 12.4 ( Page No 117 ) | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | Cum | 3316.8 | 3316.8 | 25.8 | False | None | None | False | None | False | 85573.44 | 0 | | 3077406 | 105326 | None | SR 2023-24 Volume 1 Item No 2.2.1 ( Page No 15 ) | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8412.76 | 8412.76 | 4.12 | False | None | None | False | None | False | 34660.5712 | 0 | | 3077407 | 105326 | None | SR 2023-24 Volume 3 Item No 14.2 ( Page No 129 ) | Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. | Bundle | 3040.51 | 3040.51 | 1.92 | False | None | None | False | None | False | 5837.7792 | 0 | | 3077408 | 105326 | None | SR 2023-24 Volume 3 Item No 8.1 Page No 66 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | Sqm | 130.09 | 130.09 | 14.92 | False | None | None | False | None | False | 1940.9428 | 0 | | 3077409 | 105326 | None | SR 2023-24 Volume 3 Item No 8.4 ( Page No 63 ) | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman | cm | 1.12 | 1.12 | 400.0 | False | None | None | False | None | False | 448.0 | 0 | | 3077410 | 105326 | None | SR 2023-24 Volume 3 Item No 8.18 ( Page No 67 ) | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin | No | 926.77 | 926.77 | 32.0 | False | None | None | False | None | False | 29656.64 | 0 | | 3077411 | 105326 | None | SR 2023-24 Volume 1 Item No 1.8 ( Page No 7 ) | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work | Cum | 587.29 | 587.29 | 195.28 | False | None | None | False | None | False | 114685.9912 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 B Junction | 838690.69 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077412 | 105327 | None | SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 ) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 100 Sqm | 486.93 | 486.93 | 0.6 | False | None | None | False | None | False | 292.158 | 0 | | 3077413 | 105327 | None | SR 2023-24 Volume 3 Item No 3.5 ( Page No 17 ) | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 7.43 | 7.43 | 269.0 | False | None | None | False | None | False | 1998.67 | 0 | | 3077414 | 105327 | None | SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 ) | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 117.71 | 117.71 | 93.55 | False | None | None | False | None | False | 11011.7705 | 0 | | 3077415 | 105327 | None | SR 2023-24 Volume 3 Item No 3.6 ( Page No 17 ) | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 610.83 | 610.83 | 45.51 | False | None | None | False | None | False | 27798.8733 | 0 | | 3077416 | 105327 | None | SR 2023-24 Volume 3 Item No 4.2 (v) ( Page No 23 | By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material
| Cum | 2922.8 | 2922.8 | 70.92 | False | None | None | False | None | False | 207284.976 | 0 | | 3077417 | 105327 | None | SR 2023-24 Volume 3 Item No 4.17 ( Page No 26 ) | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 81.88 | False | None | None | False | None | False | 259608.728 | 0 | | 3077418 | 105327 | None | SR 2023-24 Volume 3 Item No 5.1 A (I)Page No 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. | Sqm | 50.8 | 50.8 | 312.5 | False | None | None | False | None | False | 15875.0 | 0 | | 3077419 | 105327 | None | SR 2023-24 Volume 3 Item No 5.3 ( Page No 31 ) | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.87 | 14.87 | 312.5 | False | None | None | False | None | False | 4646.875 | 0 | | 3077420 | 105327 | None | SR 2023-24 Volume 3 Item No 5.12 (C ) Pg 35 | Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11707.31 | 11707.31 | 15.62 | False | None | None | False | None | False | 182868.1822 | 0 | | 3077421 | 105327 | None | SR 2023-24 Volume 3 Item No 5.16 C ( Page No 38 | Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.01 | 13572.01 | 9.38 | False | None | None | False | None | False | 127305.4538 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 B Construction of Field Culverts | 256314.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077422 | 105328 | None | SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 ) | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 7.83 | False | None | None | False | None | False | 989.5554 | 0 | | 3077423 | 105328 | None | SR 2023-24 Volume 3 Item No 9.1 i ( Page No 87 ) | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (ii). 1000 mm dia | Rmtr | 11766.78 | 11766.78 | 15.0 | False | None | None | False | None | False | 176501.7 | 0 | | 3077424 | 105328 | None | SR 2023-24 Volume 1 Item No 1.8 ( Page No 7 ) | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 587.29 | 587.29 | 11.23 | False | None | None | False | None | False | 6595.2667 | 0 | | 3077425 | 105328 | None | SR 2023-24 Volume 1 Item No 2.1.3 ( Page No 15 ) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 0.77 | False | None | None | False | None | False | 5713.6849 | 0 | | 3077426 | 105328 | None | SR 2023-24 Volume 1 Item No 2.4.2 ( Page No 16 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. | Cum | 8460.94 | 8460.94 | 6.82 | False | None | None | False | None | False | 57703.6108 | 0 | | 3077427 | 105328 | None | SR 2023-24 Volume 1 Item No 2.11 h ( Page No 18 | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 0.09 | False | None | None | False | None | False | 8810.5167 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 B Road Furniture | 1271999.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077428 | 105329 | None | SR 2023-24 Volume 3 Item No 8.5 ii ( Page No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle | Each | 5803.48 | 5803.48 | 10.0 | False | None | None | False | None | False | 58034.8 | 0 | | 3077429 | 105329 | None | SR 2023-24 Volume 3 Item No 8.5 iv ( Page No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of
IRC:67:2022. (ii) 60 cm equilateral triangle | Ckt Kms | 4430.66 | 4430.66 | 3.0 | False | None | None | False | None | False | 13291.98 | 0 | | 3077430 | 105329 | None | SR 2023-24 Volume 3 Item No 8.5 viii ( Page No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm circular | Each | 5323.98 | 5323.98 | 11.0 | False | None | None | False | None | False | 58563.78 | 0 | | 3077431 | 105329 | None | SR 2023-24 Volume 3 Item No 8.5 x ( Page No 64 ) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x ) 80 mm x 60 mm rectangular | Each | 6711.66 | 6711.66 | 2.0 | False | None | None | False | None | False | 13423.32 | 0 | | 3077432 | 105329 | None | SR 2023-24 Volume 3 Item No 8.5 xii ( Page No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xii) 60 cm x 45 cm rectangular | Each | 5233.54 | 5233.54 | 32.0 | False | None | None | False | None | False | 167473.28 | 0 | | 3077433 | 105329 | None | SR 2023-24 Volume 3 Item No 8.5 xv ( Page No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xv) 90 cm high octagon | Each | 8055.98 | 8055.98 | 1.0 | False | None | None | False | None | False | 8055.98 | 0 | | 3077434 | 105329 | None | SR 2023-24 Volume 3 Item No 8.7 ( Page No 65 ) | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 11163.39 | 11163.39 | 1.44 | False | None | None | False | None | False | 16075.2816 | 0 | | 3077435 | 105329 | None | SR 2023-24 Volume 3 Item No 8.15 ( Page No 67 ) | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 656.67 | 656.67 | 442.4 | False | None | None | False | None | False | 290510.808 | 0 | | 3077436 | 105329 | None | SR 2023-24 Volume 3 Item No 8.13 (i) ( Page No 66 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) | Sqm | 251.52 | 251.52 | 2.56 | False | None | None | False | None | False | 643.8912 | 0 | | 3077437 | 105329 | None | SR 2023-24 Volume 3 Item No 8.16(i) ( Page No 67 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast) | Each | 6295.36 | 6295.36 | 1.0 | False | None | None | False | None | False | 6295.36 | 0 | | 3077438 | 105329 | None | SR 2023-24 Volume 3 Item No 8.16 (ii) Pg 67 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast) | Each | 3626.55 | 3626.55 | 1.0 | False | None | None | False | None | False | 3626.55 | 0 | | 3077439 | 105329 | None | SR 2023-24 Volume 3 Item No 8.16 (iii) Pg 67 | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) | Each | 1043.24 | 1043.24 | 4.0 | False | None | None | False | None | False | 4172.96 | 0 | | 3077440 | 105329 | None | SR 2023-24 Volume 3 Item No 8.4 ( Page No 63 ) | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman | cm | 1.12 | 1.12 | 660.0 | False | None | None | False | None | False | 739.2 | 0 | | 3077441 | 105329 | None | SR 2023-24 Volume 3 Item No 8.18 ( Page No 67 ) | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin | No | 926.77 | 926.77 | 60.0 | False | None | None | False | None | False | 55606.2 | 0 | | 3077442 | 105329 | None | SR 2023-24 Volume 3 Item No 8.17 ( Page No 67 ) | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. | No | 2504.02 | 2504.02 | 29.0 | False | None | None | False | None | False | 72616.58 | 0 | | 3077443 | 105329 | None | SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 ) | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 76.5 | False | None | None | False | None | False | 9668.07 | 0 | | 3077444 | 105329 | None | SR 2023-24 Volume 3 Item No 8.29(i) ( Page No 71 | Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per
IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service | Rmtr | 2740.67 | 2740.67 | 37.5 | False | None | None | False | None | False | 102775.125 | 0 | | 3077445 | 105329 | None | SR 2023-24 Volume 3 Item No 8.43 ( Page No 74 ) | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Each | 452.24 | 452.24 | 364.0 | False | None | None | False | None | False | 164615.36 | 0 | | 3077446 | 105329 | None | SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 ) | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 2.475 | False | None | None | False | None | False | 312.7905 | 0 | | 3077447 | 105329 | None | SR 2023-24 Volume 3 Item No 8.25( i) ( Page No 69 | Metal Beam Crash Barrier
(i)Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel
vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 | Rmtr | 4509.96 | 4509.96 | 50.0 | False | None | None | False | None | False | 225498.0 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 B Utility Shifting Water Supply | 225617.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077448 | 105330 | None | SR 2023-24 Volume 1 Item No 1.6.1 ( Page No 6 ) | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. | Cum | 599.68 | 599.68 | 189.0 | False | None | None | False | None | False | 113339.52 | 0 | | 3077449 | 105330 | None | SR 2023-24 Volume 5 Item No 10.1.4 ( Page No 113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for:PVC pipes 63mm dia., 6 kg/sqcm class 3 | Kg | 199.48 | 199.48 | 50.0 | False | None | None | False | None | False | 9974.0 | 0 | | 3077450 | 105330 | None | SR 2023-24 Volume 5 Item No 10.1.5 ( Page No 113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for:PVC pipes 75mm dia., 6 kg/sqcm class 4 | Kg | 272.58 | 272.58 | 300.0 | False | None | None | False | None | False | 81774.0 | 0 | | 3077451 | 105330 | None | SR 2023-24 Volume 5 Item No 2.23 ( Page No 22 ) | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete | Each | 6857.87 | 6857.87 | 2.0 | False | None | None | False | None | False | 13715.74 | 0 | | 3077452 | 105330 | None | SR 2023-24 Volume 5 Item No 2.5 ( Page No 33 ) | Providing and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 forservice connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads etc. complete | Each | 3407.25 | 3407.25 | 2.0 | False | None | None | False | None | False | 6814.5 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 B Utility Shifting Electrical work | 649215.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077453 | 105331 | None | 1.1.1 | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr LongSteel/RCC/PSCC supports as per approved Drawing. Ordinary Soil | Per Pit | 779.31 | 779.31 | 10.0 | False | None | None | False | None | False | 7793.1 | 0 | | 3077454 | 105331 | None | 1.01 | RCC Pole - 9 Mtr Long, 145 Kg WL
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 | No | 8767.16 | 8767.16 | 10.0 | False | None | None | False | None | False | 87671.6 | 0 | | 3077455 | 105331 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth | No | 1379.01 | 1379.01 | 10.0 | False | None | None | False | None | False | 13790.1 | 0 | | 3077456 | 105331 | None | 1.06 | PSCC Pole - 9 Mtr Long, 200 Kg WL
(Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018)
as per REC Standards | No | 5202.56 | 5202.56 | 3.0 | False | None | None | False | None | False | 15607.68 | 0 | | 3077457 | 105331 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth | No | 1379.01 | 1379.01 | 3.0 | False | None | None | False | None | False | 4137.03 | 0 | | 3077458 | 105331 | None | 2.03 | 11 kV, Special 3 Pin Cross Arm - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018) | No | 1089.08 | 1089.08 | 10.0 | False | None | None | False | None | False | 10890.8 | 0 | | 3077459 | 105331 | None | 3.01 | 11 kV, Cross Arm with HT Top Support
(glass reinforced hot pressed SMC compound) | Set | 890.84 | 890.84 | 10.0 | False | None | None | False | None | False | 8908.4 | 0 | | 3077460 | 105331 | None | 6.05 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) | No | 253.99 | 253.99 | 30.0 | False | None | None | False | None | False | 7619.7 | 0 | | 3077461 | 105331 | None | 6.08 | DISC Insulator 45 kN Porcelain | No | 631.89 | 631.89 | 4.0 | False | None | None | False | None | False | 2527.56 | 0 | | 3077462 | 105331 | None | 1.7.1 | Digging of Pit for GUY SET Ordinary Soil | Per Pit | 405.15 | 405.15 | 4.0 | False | None | None | False | None | False | 1620.6 | 0 | | 3077463 | 105331 | None | 6.05 | Releasing of Rabbit Conductor | Per Km | 4970.86 | 4970.86 | 1.35 | False | None | None | False | None | False | 6710.661 | 0 | | 3077464 | 105331 | None | 7.02 | ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM | Km | 57283.93 | 57283.93 | 1.35 | False | None | None | False | None | False | 77333.3055 | 0 | | 3077465 | 105331 | None | 6.02 | Stringing of Rabbit Conductor (including pin binding, providing
jumps, dead ending, etc.,) | Per Km | 6483.69 | 6483.69 | 1.35 | False | None | None | False | None | False | 8752.9815 | 0 | | 3077466 | 105331 | None | 9.03 | PG Clamp Rabbit to Rabbit | No | 126.38 | 126.38 | 30.0 | False | None | None | False | None | False | 3791.4 | 0 | | 3077467 | 105331 | None | 10.06 | T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers | Set | 391.52 | 391.52 | 30.0 | False | None | None | False | None | False | 11745.6 | 0 | | 3077468 | 105331 | None | 2.05 | LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018) | No | 358.07 | 358.07 | 1.0 | False | None | None | False | None | False | 358.07 | 0 | | 3077469 | 105331 | None | 2.07 | LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018) | No | 163.55 | 163.55 | 1.0 | False | None | None | False | None | False | 163.55 | 0 | | 3077470 | 105331 | None | 5.02 | Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole | Set | 151.16 | 151.16 | 1.0 | False | None | None | False | None | False | 151.16 | 0 | | 3077471 | 105331 | None | 5.01 | Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole | Set | 151.16 | 151.16 | 1.0 | False | None | None | False | None | False | 151.16 | 0 | | 3077472 | 105331 | None | 6.03 | 1.1 kV Ceramic Pin Insulator (Shell only) | No | 38.41 | 38.41 | 5.0 | False | None | None | False | None | False | 192.05 | 0 | | 3077473 | 105331 | None | 6.06 | No. 8 Strain Insulator | No | 33.45 | 33.45 | 5.0 | False | None | None | False | None | False | 167.25 | 0 | | 3077474 | 105331 | None | 2.16 | Spiral Earth Electrode | No | 296.12 | 296.12 | 13.0 | False | None | None | False | None | False | 3849.56 | 0 | | 3077475 | 105331 | None | 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing | Mtr | 115.23 | 115.23 | 14.0 | False | None | None | False | None | False | 1613.22 | 0 | | 3077476 | 105331 | None | 24.01 | 11 kV, GOS
a) 200 Amps, Single Break | Set | 11708.55 | 11708.55 | 1.0 | False | None | None | False | None | False | 11708.55 | 0 | | 3077477 | 105331 | None | 13.02 | Labour for 11 kV, GOS
a) 200 Amps, Single Break | Set | 1367.86 | 1367.86 | 1.0 | False | None | None | False | None | False | 1367.86 | 0 | | 3077478 | 105331 | None | 1.8.1 a | A) Base Concreting with CC 1:4: 8 a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) | Each | 338.25 | 338.25 | 13.0 | False | None | None | False | None | False | 4397.25 | 0 | | 3077479 | 105331 | None | 1.8.1 b | A) Base Concreting with CC 1:4: 8 b) Pole base for 9 Mtr Square Pole (650x650x150mm) | Each | 438.61 | 438.61 | 13.0 | False | None | None | False | None | False | 5701.93 | 0 | | 3077480 | 105331 | None | 1.8.2 a | B) Pole Concreting with CC 1:2:4 (without coping) 9 Mtr support (650x500x1700mm) | Each | 3912.76 | 3912.76 | 13.0 | False | None | None | False | None | False | 50865.88 | 0 | | 3077481 | 105331 | None | 1.8.2.g | Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement) | Each | 247.8 | 247.8 | 1.0 | False | None | None | False | None | False | 247.8 | 0 | | 3077482 | 105331 | None | 21.02 | Transporation by Head Load where ever there is no
accessability for transporation by vechicle for Poles 25 to 105 Mtr | Per Pole | 353.12 | 353.12 | 10.0 | False | None | None | False | None | False | 3531.2 | 0 | | 3077483 | 105331 | None | 22.02 | Transporation by Head Load where ever there is no
accessability for transporation by vechicle For ACSR Conductors 25 to 105 Mtr | Per Km | 152.39 | 152.39 | 1.35 | False | None | None | False | None | False | 205.7265 | 0 | | 3077484 | 105331 | None | 26.02 | Loading and unloading of Pole (loading of Pole to vehicles at stores and unloading at workspot)
NOTE:- Consolidated amount for both loading and unloading.9 Mtr RCC/PSCC Pole | No | 175.94 | 175.94 | 10.0 | False | None | None | False | None | False | 1759.4 | 0 | | 3077485 | 105331 | None | 5.06 | Loading and unloading of Pole (loading of Pole to vehicles at stores and unloading at workspot)
NOTE:- Consolidated amount for both loading and unloading. Fixing of HT/LT Single Top Support | Each | 138.77 | 138.77 | 10.0 | False | None | None | False | None | False | 1387.7 | 0 | | 3077486 | 105331 | None | 6.08 | DISC Insulator 45 kN Porcelain | No | 631.89 | 631.89 | 4.0 | False | None | None | False | None | False | 2527.56 | 0 | | 3077487 | 105331 | None | 24.01 | GOS as per IS-9921, IS-1977
174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018) | Set | 11708.55 | 11708.55 | 1.0 | False | None | None | False | None | False | 11708.55 | 0 | | 3077488 | 105331 | None | 27.02 | 27 Loading & Unloading of Transformer (when maintaince
men for loading and unloading are not available in store)
Loading 63 kVA | No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3077489 | 105331 | None | 27.03 | 27 Loading & Unloading of Transformer (when maintaince
men for loading and unloading are not available in store)
Loading 100 kVA | No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3077490 | 105331 | None | 27.07 | Un loading 63 kVA | No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3077491 | 105331 | None | 27.08 | Un loading 100 kVA | No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3077492 | 105331 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018) | Set | 7930.84 | 7930.84 | 1.0 | False | None | None | False | None | False | 7930.84 | 0 | | 3077493 | 105331 | None | 54.01 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg | No | 920.58 | 920.58 | 12.0 | False | None | None | False | None | False | 11046.96 | 0 | | 3077494 | 105331 | None | 54.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each | No | 837.56 | 837.56 | 12.0 | False | None | None | False | None | False | 10050.72 | 0 | | 3077495 | 105331 | None | 54.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag | No | 384.09 | 384.09 | 12.0 | False | None | None | False | None | False | 4609.08 | 0 | | 3077496 | 105331 | None | 54.04 | Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified | No | 2691.11 | 2691.11 | 12.0 | False | None | None | False | None | False | 32293.32 | 0 | | 3077497 | 105331 | None | 3.01 | Erection of Double Pole Transformer Structure using
9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole
including fixing of Structure Materials, Erection of
Poles etc., complete for mounting of Transformer
as per approved drawing For 25/63/100 kVA | Per Structure | 7093.28 | 7093.28 | 3.0 | False | None | None | False | None | False | 21279.84 | 0 | | 3077498 | 105331 | None | 21.04 | Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977
For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI | Set | 29815.29 | 29815.29 | 3.0 | False | None | None | False | None | False | 89445.87 | 0 | | 3077499 | 105331 | None | 19.02 | 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR | No | 1962.58 | 1962.58 | 9.0 | False | None | None | False | None | False | 17663.22 | 0 | | 3077500 | 105331 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC
Pole - 9 Mtr Long, 300Kg WL - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63
Dtd 24.11.2018) | Set | 7930.84 | 7930.84 | 3.0 | False | None | None | False | None | False | 23792.52 | 0 | | 3077501 | 105331 | None | 67.2 | Caution/Danger Board | No | 185.85 | 185.85 | 3.0 | False | None | None | False | None | False | 557.55 | 0 | | 3077502 | 105331 | None | 4.02 | Anti Climbing Device (12 Mtr GI Barbed wire) | No | 110.27 | 110.27 | 3.0 | False | None | None | False | None | False | 330.81 | 0 | | 3077503 | 105331 | None | 6.18.3 | 8 SWG GI Wire (44/6.18.3) | Mtr | 23.54 | 23.54 | 450.0 | False | None | None | False | None | False | 10593.0 | 0 | | 3077504 | 105331 | None | 17.01 | LT Protection Kit
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018) | No | 2506.49 | 2506.49 | 3.0 | False | None | None | False | None | False | 7519.47 | 0 | | 3077505 | 105331 | None | 15.17.1 | LT Wiring Kit 63/100 KVA (87/15.17.1) | Set | 5263.52 | 5263.52 | 3.0 | False | None | None | False | None | False | 15790.56 | 0 | | 3077506 | 105331 | None | 20.01 | 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos) | Set | 1324.49 | 1324.49 | 3.0 | False | None | None | False | None | False | 3973.47 | 0 | | 3077507 | 105331 | None | 24.04 | H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing
New GOS for sectionalisation) - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018 | Set | 5367.35 | 5367.35 | 3.0 | False | None | None | False | None | False | 16102.05 | 0 | | 3077508 | 105331 | None | 24.02 | Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr | Per Set | 1172.09 | 1172.09 | 3.0 | False | None | None | False | None | False | 3516.27 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681B 1st Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077509 | 105332 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.
" 15.60 qty to be executed | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077510 | 105332 | None | PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.
"
1170Rmtr qty to be executed | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077511 | 105332 | None | PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No91) | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (585 sqm qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077512 | 105332 | None | PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(87.175sqm qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077513 | 105332 | None | PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. PWD, Bangalore, (90 cum qty to be executed)
| Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681B 2nd Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077514 | 105333 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(23.40 qty to be executed)
"
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077515 | 105333 | None | PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (1560 rmtr qty to be executed)
"
| Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077516 | 105333 | None | PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (585 sqm Qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077517 | 105333 | None | PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(87.175 qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077518 | 105333 | None | PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 ) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. (90 cum qty to be executed)
| Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681B 3rd Year Maintenance | 140690.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077519 | 105334 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 545.36 | 545.36 | 15.6 | False | None | None | False | None | False | 8507.616 | 0 | | 3077520 | 105334 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.33 | 8.33 | 1040.0 | False | None | None | False | None | False | 8663.2 | 0 | | 3077521 | 105334 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 54.12 | 54.12 | 117.0 | False | None | None | False | None | False | 6332.04 | 0 | | 3077522 | 105334 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 134.6 | 134.6 | 390.0 | False | None | None | False | None | False | 52494.0 | 0 | | 3077523 | 105334 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 2753.16 | 2753.16 | 1.3 | False | None | None | False | None | False | 3579.108 | 0 | | 3077524 | 105334 | None | SR 2023-24 Vol. 3 Item No 16.24 i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | No | 285.86 | 285.86 | 6.0 | False | None | None | False | None | False | 1715.16 | 0 | | 3077525 | 105334 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 591.15 | 591.15 | 45.5 | False | None | None | False | None | False | 26897.325 | 0 | | 3077526 | 105334 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 131.83 | 131.83 | 180.0 | False | None | None | False | None | False | 23729.4 | 0 | | 3077527 | 105334 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 151.26 | 151.26 | 58.0 | False | None | None | False | None | False | 8773.08 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681B 4th Year Maintenance | 131139.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077528 | 105335 | None | UNI SR 2023-24 Vol. 3 Item No 2.5 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 564.84 | 564.84 | 15.6 | False | None | None | False | None | False | 8811.504 | 0 | | 3077529 | 105335 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.62 | 8.62 | 1040.0 | False | None | None | False | None | False | 8964.8 | 0 | | 3077530 | 105335 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 56.05 | 56.05 | 117.0 | False | None | None | False | None | False | 6557.85 | 0 | | 3077531 | 105335 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 139.41 | 139.41 | 390.0 | False | None | None | False | None | False | 54369.9 | 0 | | 3077532 | 105335 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 612.26 | 612.26 | 45.5 | False | None | None | False | None | False | 27857.83 | 0 | | 3077533 | 105335 | None | SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. -do- in all kinds of soil by mechanical means. | Cum | 136.54 | 136.54 | 180.0 | False | None | None | False | None | False | 24577.2 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681B 5th Year Maintenance | 164485.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077534 | 105336 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 584.31 | 584.31 | 15.6 | False | None | None | False | None | False | 9115.236 | 0 | | 3077535 | 105336 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.92 | 8.92 | 1040.0 | False | None | None | False | None | False | 9276.8 | 0 | | 3077536 | 105336 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 57.99 | 57.99 | 117.0 | False | None | None | False | None | False | 6784.83 | 0 | | 3077537 | 105336 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 144.22 | 144.22 | 390.0 | False | None | None | False | None | False | 56245.8 | 0 | | 3077538 | 105336 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 633.38 | 633.38 | 91.0 | False | None | None | False | None | False | 57637.58 | 0 | | 3077539 | 105336 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 141.25 | 141.25 | 180.0 | False | None | None | False | None | False | 25425.0 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 B 6th Year Renewal After Maintenance Period | 5591689.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077540 | 105337 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 3048.14 | 3048.14 | 1.3 | False | None | None | False | None | False | 3962.582 | 0 | | 3077541 | 105337 | None | SR 2023-24 Vol. 3 Item No 16.24 i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Nos | 316.49 | 316.49 | 6.0 | False | None | None | False | None | False | 1898.94 | 0 | | 3077542 | 105337 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 167.46 | 167.46 | 58.0 | False | None | None | False | None | False | 9712.68 | 0 | | 3077543 | 105337 | None | UNI SR 2023-24 Vol. 3 Item No 5.3i Pg. No. 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 18.44 | 18.44 | 9325.9 | False | None | None | False | None | False | 171969.596 | 0 | | 3077544 | 105337 | None | UNI SR 2023-24 Vol. 3 Item No 3.6 Pg. No. 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 Percent) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 757.43 | 757.43 | 186.33 | False | None | None | False | None | False | 141131.9319 | 0 | | 3077545 | 105337 | None | UNI SR 2023-24 Vol. 3 Item No 5.16B Pg. No. 37 | Providing and laying Bituminous Concrete Grading II for traffic Less than20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 16829.29 | 16829.29 | 279.78 | False | None | None | False | None | False | 4708498.7562 | 0 | | 3077546 | 105337 | None | UNI SR 2023-24 Vol. 3 Item No 8.15 Pg. No. 67 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 814.27 | 814.27 | 432.9 | False | None | None | False | None | False | 352497.483 | 0 | | 3077547 | 105337 | None | UNI SR 2023-24 Vol. 3 Item No 8.43 Pg. No. 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Nos | 560.77 | 560.77 | 360.25 | False | None | None | False | None | False | 202017.3925 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681D Flexible Pavement | 49772278.45 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077548 | 105338 | None | Vol 3 INo 16.29 P No 149 | FLEXIBLE PAVEMENT WORKS i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two Nos 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.
(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause
1701.3.8.1 Class A Type 1 | Nos | 19021.12 | 19021.12 | 2.0 | False | None | None | False | None | False | 38042.24 | 0 | | 3077549 | 105338 | None | Vol 3 INo 2.5 P No 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 100 Sqm | 486.92 | 486.92 | 62.16 | False | None | None | False | None | False | 30266.9472 | 0 | | 3077550 | 105338 | None | Vol 3 INo 3.5 P No 17 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 7.43 | 7.43 | 3815.0 | False | None | None | False | None | False | 28345.45 | 0 | | 3077551 | 105338 | None | Vol 1 INo 1.12 P No 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 117.7 | 117.7 | 2196.0 | False | None | None | False | None | False | 258469.2 | 0 | | 3077552 | 105338 | None | Vol 1 INo 1.12 P No 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 117.7 | 117.7 | 1034.69 | False | None | None | False | None | False | 121783.013 | 0 | | 3077553 | 105338 | None | Vol 1 INo 1.7 P No 7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and oundation of other structures graded with desired compaction. | Cum | 147.44 | 147.44 | 310.41 | False | None | None | False | None | False | 45766.8504 | 0 | | 3077554 | 105338 | None | Vol 1 INo 1.8 P No 7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 587.28 | 587.28 | 3537.02 | False | None | None | False | None | False | 2077221.1056 | 0 | | 3077555 | 105338 | None | Vol 3 INo 3.6 P No 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 610.82 | 610.82 | 11987.08 | False | None | None | False | None | False | 7321948.2056 | 0 | | 3077556 | 105338 | None | Vol 3 INo 4.2 v P No 23 | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material | Cum | 2922.8 | 2922.8 | 4211.06 | False | None | None | False | None | False | 12308086.168 | 0 | | 3077557 | 105338 | None | Vol 3 INo 4.17 P No 26 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 3826.4 | False | None | None | False | None | False | 12131983.84 | 0 | | 3077558 | 105338 | None | Vol 3 INo 5.1 A IP No 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per Sqm using mechanical means. | Sqm | 50.79 | 50.79 | 14528.5 | False | None | None | False | None | False | 737902.515 | 0 | | 3077559 | 105338 | None | Vol 3 INo 5.4 P No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/Sqm on Granular surface | Sqm | 17.34 | 17.34 | 14528.5 | False | None | None | False | None | False | 251924.19 | 0 | | 3077560 | 105338 | None | Vol 3 INo 5.12 C P No 35 | Dense Graded Bituminous Macadam Grading - II for traffic more than20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11707.31 | 11707.31 | 726.45 | False | None | None | False | None | False | 8504775.3495 | 0 | | 3077561 | 105338 | None | Vol 3 INo 5.16 C P No 38 | Bituminous Concrete Grading II for traffic more than20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.0 | 13572.0 | 435.88 | False | None | None | False | None | False | 5915763.36 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681D BC 1.0m x 1.50m 1v | 2412726.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077562 | 105339 | None | Vol3 Item No 2.11 (ii) (A) pg.10 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever
necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means
b. Rubble stone masonry in cement mortar. | Cum | 223.02 | 223.02 | 5.28 | False | None | None | False | None | False | 1177.5456 | 0 | | 3077563 | 105339 | None | Volume 3 Item No 2.17 (ix) B Pg11 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means
B. Above 600 mm to 900 mm dia | Cum | 1357.94 | 1357.94 | 7.5 | False | None | None | False | None | False | 10184.55 | 0 | | 3077564 | 105339 | None | UNI SR 2023-24 Vol1 Item No 1.14.1 Page N8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.34 | 126.34 | 162.14 | False | None | None | False | None | False | 20484.7676 | 0 | | 3077565 | 105339 | None | UNI SR 2023-24 Volume 1 Item No 2.1.3 ( Page No15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 17.44 | False | None | None | False | None | False | 129411.2528 | 0 | | 3077566 | 105339 | None | Vol1 Item No 2.11 h ( Page N18) | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 6.64 | False | None | None | False | None | False | 650020.3432 | 0 | | 3077567 | 105339 | None | Volume 1 Item No 2.4.3 ( Page No | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all ppurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9420.36 | 9420.36 | 56.77 | False | None | None | False | None | False | 534793.8372 | 0 | | 3077568 | 105339 | None | UNI SR 2023-24 Volume 1 Item No 2.5.2 Page No16 | Providing and laying in position Cement Concrete for all Superstructures of building , Road works, ter works, Irrigation works & super structure worksof bridges upto 3.50mheight.Thegranite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage harges of machinery, curingand all other appurtenances required to complete the work as per icalspecifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10174.17 | 10174.17 | 13.68 | False | None | None | False | None | False | 139182.6456 | 0 | | 3077569 | 105339 | None | UNI SR 2023-24 Volume 1 Item No 2.4.3 Page No16 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all ppurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8478.33 | 8478.33 | 56.16 | False | None | None | False | None | False | 476143.0128 | 0 | | 3077570 | 105339 | None | UNI SR 2023-24 Volume 3 Item No 12.4 Page No 117 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
| Cum | 3316.8 | 3316.8 | 38.88 | False | None | None | False | None | False | 128957.184 | 0 | | 3077571 | 105339 | None | UNI SR 2023-24 Volume 1 Item No 2.2.1 P No15 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8412.76 | 8412.76 | 4.12 | False | None | None | False | None | False | 34660.5712 | 0 | | 3077572 | 105339 | None | Volume 3 Item No 14.2 Pg No 129 | Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra
for laps and joints laid with stone boulders weighing not less than 40 kg each | Cum | 3040.5 | 3040.5 | 1.92 | False | None | None | False | None | False | 5837.76 | 0 | | 3077573 | 105339 | None | Volume 3 Item No 8.1Page No 66 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | Sqm | 130.09 | 130.09 | 14.92 | False | None | None | False | None | False | 1940.9428 | 0 | | 3077574 | 105339 | None | Volume 3 Item No 8.4 Page No 63 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman | cm | 1.11 | 1.11 | 400.0 | False | None | None | False | None | False | 444.0 | 0 | | 3077575 | 105339 | None | UNI SR 2023-24 Volume 3 Item No 8.18 Page No 67 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin | Nos | 926.77 | 926.77 | 32.0 | False | None | None | False | None | False | 29656.64 | 0 | | 3077576 | 105339 | None | Volume 3 Item No 9.1.ii Pg N 87 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular
material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (i). 1200 mm dia | m | 13340.31 | 13340.31 | 10.0 | False | None | None | False | None | False | 133403.1 | 0 | | 3077577 | 105339 | None | UNI SR 2023-24 Volume 1 Item No 1.8 Page No 7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 587.28 | 587.28 | 198.25 | False | None | None | False | None | False | 116428.26 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681D CD Repair | 259850.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077578 | 105340 | None | Volume 1 Item No 1.14.1Page N8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 461.5 | False | None | None | False | None | False | 58324.37 | 0 | | 3077579 | 105340 | None | Volume 1 Item No 2.11 h Page N18 | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 0.185 | False | None | None | False | None | False | 18110.50655 | 0 | | 3077580 | 105340 | None | UNI SR 2023-24 Volume 1 Item No 2.2.1 Page No15 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8412.76 | 8412.76 | 11.7 | False | None | None | False | None | False | 98429.292 | 0 | | 3077581 | 105340 | None | Volume 3 Item No 8.1 Page No 66 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | Sqm | 130.1 | 130.1 | 74.75 | False | None | None | False | None | False | 9724.975 | 0 | | 3077582 | 105340 | None | UNI SR 2023-24 Volume 3 Item No 8.18 Page No 67 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin
| No | 926.77 | 926.77 | 80.0 | False | None | None | False | None | False | 74141.6 | 0 | | 3077583 | 105340 | None | Volume 3 Item No 8.4 Page No 63 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman | cm | 1.12 | 1.12 | 1000.0 | False | None | None | False | None | False | 1120.0 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681D Estimate of Junction | 969584.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077584 | 105341 | None | Vol 3 INo 2.5 P No 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 100 Sqm | 486.92 | 486.92 | 0.54 | False | None | None | False | None | False | 262.9368 | 0 | | 3077585 | 105341 | None | Vol 3 INo 3.5 P No 17 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 7.43 | 7.43 | 329.6 | False | None | None | False | None | False | 2448.928 | 0 | | 3077586 | 105341 | None | Vol 1 INo 1.12 P No 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 117.7 | 117.7 | 92.94 | False | None | None | False | None | False | 10939.038 | 0 | | 3077587 | 105341 | None | Vol 3 INo 3.6 P No 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 610.82 | 610.82 | 40.95 | False | None | None | False | None | False | 25013.079 | 0 | | 3077588 | 105341 | None | Vol 3 INo 4.2 v P No 23 | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material | Cum | 2922.8 | 2922.8 | 81.34 | False | None | None | False | None | False | 237740.552 | 0 | | 3077589 | 105341 | None | Vol 3 INo 4.17 P No 26 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 95.56 | False | None | None | False | None | False | 302982.536 | 0 | | 3077590 | 105341 | None | Vol 3 INo 5.1 A IP No 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per Sqm using mechanical means. | Sqm | 50.79 | 50.79 | 368.75 | False | None | None | False | None | False | 18728.8125 | 0 | | 3077591 | 105341 | None | Vol 3 INo 5.3 P No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/Sqm on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.86 | 14.86 | 368.75 | False | None | None | False | None | False | 5479.625 | 0 | | 3077592 | 105341 | None | Vol 3 INo 5.12 C P No 35 | Dense Graded Bituminous Macadam Grading - II for traffic more than20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11707.31 | 11707.31 | 18.44 | False | None | None | False | None | False | 215882.7964 | 0 | | 3077593 | 105341 | None | Vol 3 INo 5.16 C P No 38 | Bituminous Concrete Grading II for traffic more than20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.0 | 13572.0 | 11.06 | False | None | None | False | None | False | 150106.32 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681D Construction of Field Culverts | 692836.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077594 | 105342 | None | Vol 3 Item 1.14.1 Pg 8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or
& stacking the selected earth for reuse m including cost of labour, tools, usage
required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 12.69 | False | None | None | False | None | False | 1603.7622 | 0 | | 3077595 | 105342 | None | UNI SR 2023-24 Volume 3 Item No 9.1.ii Page No87 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular
material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (i). 1200 mm dia | Rmtr | 13340.31 | 13340.31 | 37.5 | False | None | None | False | None | False | 500261.625 | 0 | | 3077596 | 105342 | None | UNI SR 2023-24 Volume 1 Item No 1.8 Page No 7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 587.29 | 587.29 | 18.3 | False | None | None | False | None | False | 10747.407 | 0 | | 3077597 | 105342 | None | UNI SR 2023-24 Volume 1 Item No 2.1.3 Page No15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.-
Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7470.28 | 7470.28 | 1.92 | False | None | None | False | None | False | 14342.9376 | 0 | | 3077598 | 105342 | None | UNI SR 2023-24 Volume 1 Item No 2.4.2 Page No16 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications | Cum | 8460.93 | 8460.93 | 17.06 | False | None | None | False | None | False | 144343.4658 | 0 | | 3077599 | 105342 | None | UNI SR 2023-24 Volume 1 Item No 2.11 hPage N18 | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 0.22 | False | None | None | False | None | False | 21536.8186 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681D Drain | 1346253.67 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077600 | 105343 | None | UNI SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or
& stacking the selected earth for reuse m including cost of labour, tools, usage
required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 342.0 | False | None | None | False | None | False | 43221.96 | 0 | | 3077601 | 105343 | None | UNI SR 2023-24 Volume 1 Item No 2.1.3 Page No 15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 30.0 | False | None | None | False | None | False | 222611.1 | 0 | | 3077602 | 105343 | None | UNI SR 2023-24 Volume 1 Item No 2.11 h Page No 18 | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 3.39 | False | None | None | False | None | False | 331862.7957 | 0 | | 3077603 | 105343 | None | UNI SR 2023-24 Volume 1 Item No 2.4.2 Page No 15 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7834.2 | 7834.2 | 24.0 | False | None | None | False | None | False | 188020.8 | 0 | | 3077604 | 105343 | None | UNI SR 2023-24 Volume 1 Item No 2.4.2 Page No 15 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10576.17 | 10576.17 | 45.0 | False | None | None | False | None | False | 475927.65 | 0 | | 3077605 | 105343 | None | UNI SR 2023-24 Volume 1 Item No 2.4.2 Page No 15 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9401.04 | 9401.04 | 9.0 | False | None | None | False | None | False | 84609.36 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681D 1st Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077606 | 105344 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.
" 24.60 qty to be executed) | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077607 | 105344 | None | PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (820Rmtr Qty to be executed)
"
| Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077608 | 105344 | None | PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No91) | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(98.40 Sqm Qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077609 | 105344 | None | PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(45.10Sqm qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077610 | 105344 | None | PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. PWD, Bangalore, (180 cum qty to be executed) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 D 2nd Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077611 | 105345 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(24.60 qty to be executed)
"
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077612 | 105345 | None | PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(820Rmtr
qty to be executed) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077613 | 105345 | None | PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(98.40Sqm qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077614 | 105345 | None | PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (67.65 Sqm Qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077615 | 105345 | None | PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 ) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete.
(180Cum qty to be executed) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 D 3rd Year Maintenance | 236860.16 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077616 | 105346 | None | UNI SR 2023-24 Volume 3 Item No 2.5 Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 545.36 | 545.36 | 31.08 | False | None | None | False | None | False | 16949.7888 | 0 | | 3077617 | 105346 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908 | Rmtr | 8.33 | 8.33 | 2072.0 | False | None | None | False | None | False | 17259.76 | 0 | | 3077618 | 105346 | None | UNI SR 2023-24 Volume 3 Item No 10.3 Page No 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 54.12 | 54.12 | 233.1 | False | None | None | False | None | False | 12615.372 | 0 | | 3077619 | 105346 | None | UNI SR 2023-24 Volume 3 Item No 10.2 Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 134.6 | 134.6 | 777.0 | False | None | None | False | None | False | 104584.2 | 0 | | 3077620 | 105346 | None | UNI SR 2023-24 Volume 3 Item No 16.22 Page No 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 2753.16 | 2753.16 | 2.59 | False | None | None | False | None | False | 7130.6844 | 0 | | 3077621 | 105346 | None | Volume 3 Item No 16.24 i Page No 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Km | 285.86 | 285.86 | 13.0 | False | None | None | False | None | False | 3716.18 | 0 | | 3077622 | 105346 | None | UNI SR 2023-24 Volume 3 Item No 10.5 Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 591.15 | 591.15 | 71.22 | False | None | None | False | None | False | 42101.703 | 0 | | 3077623 | 105346 | None | UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete | Cum | 131.83 | 131.83 | 180.0 | False | None | None | False | None | False | 23729.4 | 0 | | 3077624 | 105346 | None | UNI SR 2023-24 Volume 3 Item No 8.1 ( Page No 66) | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 151.26 | 151.26 | 58.0 | False | None | None | False | None | False | 8773.08 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 D 4th Year Maintenance | 224985.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077625 | 105347 | None | UNI SR 2023-24 Volume 3 Item No 2.5 Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 564.84 | 564.84 | 31.08 | False | None | None | False | None | False | 17555.2272 | 0 | | 3077626 | 105347 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908 | Rmtr | 8.62 | 8.62 | 2072.0 | False | None | None | False | None | False | 17860.64 | 0 | | 3077627 | 105347 | None | UNI SR 2023-24 Volume 3 Item No 10.3 Page No 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 56.05 | 56.05 | 233.1 | False | None | None | False | None | False | 13065.255 | 0 | | 3077628 | 105347 | None | UNI SR 2023-24 Volume 3 Item No 10.2 Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 139.41 | 139.41 | 777.0 | False | None | None | False | None | False | 108321.57 | 0 | | 3077629 | 105347 | None | UNI SR 2023-24 Volume 3 Item No 10.5 Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 612.26 | 612.26 | 71.22 | False | None | None | False | None | False | 43605.1572 | 0 | | 3077630 | 105347 | None | UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 136.54 | 136.54 | 180.0 | False | None | None | False | None | False | 24577.2 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 D 5th Year Maintenance | 277868.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077631 | 105348 | None | UNI SR 2023-24 Volume 3 Item No 2.5 Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 584.31 | 584.31 | 31.08 | False | None | None | False | None | False | 18160.3548 | 0 | | 3077632 | 105348 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908 | Rmtr | 8.92 | 8.92 | 2072.0 | False | None | None | False | None | False | 18482.24 | 0 | | 3077633 | 105348 | None | UNI SR 2023-24 Volume 3 Item No 10.3 Page No 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 57.99 | 57.99 | 233.1 | False | None | None | False | None | False | 13517.469 | 0 | | 3077634 | 105348 | None | UNI SR 2023-24 Volume 3 Item No 10.2 Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 144.22 | 144.22 | 777.0 | False | None | None | False | None | False | 112058.94 | 0 | | 3077635 | 105348 | None | UNI SR 2023-24 Volume 3 Item No 10.5 Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 633.38 | 633.38 | 142.45 | False | None | None | False | None | False | 90224.981 | 0 | | 3077636 | 105348 | None | UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete | Cum | 141.25 | 141.25 | 180.0 | False | None | None | False | None | False | 25425.0 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681D 6th Year Renewal After Maintenance Period | 8560753.27 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077637 | 105349 | None | Vol 3 Item No 16.22 Page No 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 3048.14 | 3048.14 | 2.59 | False | None | None | False | None | False | 7894.6826 | 0 | | 3077638 | 105349 | None | Vol 3 Item No 16.24 i Page No 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Km | 316.49 | 316.49 | 13.0 | False | None | None | False | None | False | 4114.37 | 0 | | 3077639 | 105349 | None | PWD SR 2023-24 Volume 3 Item No 5.35 Page No 44 | Construction of sub-grade and earthen shoulders with approved material CBR min 10 percent obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 757.42 | 757.42 | 236.67 | False | None | None | False | None | False | 179258.5914 | 0 | | 3077640 | 105349 | None | Vol 3 Item No 8.15 Page No 67 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 814.27 | 814.27 | 777.0 | False | None | None | False | None | False | 632687.79 | 0 | | 3077641 | 105349 | None | Vol 3 Item No 8.43 Page No 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Nos | 560.77 | 560.77 | 360.0 | False | None | None | False | None | False | 201877.2 | 0 | | 3077642 | 105349 | None | UNI SR 2023-24 Volume 3 Item No 8.1 ( Page No 66) | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 167.46 | 167.46 | 174.0 | False | None | None | False | None | False | 29138.04 | 0 | | 3077643 | 105349 | None | UNI SR 2023-24 Volume 3 Item No 5.3i ( Page No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
| Sqm | 18.44 | 18.44 | 14342.5 | False | None | None | False | None | False | 264475.7 | 0 | | 3077644 | 105349 | None | UNI SR 2023-24 Volume 3 Item No 5.16B Page No37 | Providing and laying Bituminous Concrete Grading II for traffic more than20 MSA with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 16829.29 | 16829.29 | 430.28 | False | None | None | False | None | False | 7241306.9012 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 E Flexible pavement | 36544621.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077645 | 105350 | None | UNI SR 2023-24 Vol. 3 Item No 16.29 Pg. No. 149 | Citizen Information Board --- i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 | No | 19021.12 | 19021.12 | 2.0 | False | None | None | False | None | False | 38042.24 | 0 | | 3077646 | 105350 | None | UNI SR 2023-24 Vol. 3 Item No 2.5 Pg. No. 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 100 Sqm | 486.92 | 486.92 | 45.6 | False | None | None | False | None | False | 22203.552 | 0 | | 3077647 | 105350 | None | UNI SR 2023-24 Vol. 3 Item No 3.4ii Pg. No. 17 | Scarifying Existing Bituminous Surface --- Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 7.43 | 7.43 | 6650.0 | False | None | None | False | None | False | 49409.5 | 0 | | 3077648 | 105350 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth)----Surface Earthen Drains (Trapezoidal drain top width 0.9m) | Cum | 117.7 | 117.7 | 1710.0 | False | None | None | False | None | False | 201267.0 | 0 | | 3077649 | 105350 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 117.7 | 117.7 | 948.47 | False | None | None | False | None | False | 111634.919 | 0 | | 3077650 | 105350 | None | UNI SR 2023-24 Vol. 1 Item No 1.7 Pg. No. 7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and oundation of other structures graded with desired compaction.---Material available from road excavation (Reuse ) | Cum | 147.44 | 147.44 | 284.54 | False | None | None | False | None | False | 41952.5776 | 0 | | 3077651 | 105350 | None | UNI SR 2023-24 Vol. 1 Item No 1.8 Pg. No. 7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 587.28 | 587.28 | 2868.67 | False | None | None | False | None | False | 1684712.5176 | 0 | | 3077652 | 105350 | None | UNI SR 2023-24 Vol. 3 Item No 3.6 Pg. No. 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 610.82 | 610.82 | 8768.41 | False | None | None | False | None | False | 5355920.1962 | 0 | | 3077653 | 105350 | None | UNI SR 2023-24 Vol. 3 Item No 4.2 v Pg. No. 23 | By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material | Cum | 2922.8 | 2922.8 | 3073.28 | False | None | None | False | None | False | 8982582.784 | 0 | | 3077654 | 105350 | None | UNI SR 2023-24 Vol. 3 Item No 4.17 Pg. No. 26 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 2787.1 | False | None | None | False | None | False | 8836779.26 | 0 | | 3077655 | 105350 | None | UNI SR 2023-24 Vol. 3 Item No 5.1 A Pg. No. 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. | Sqm | 50.8 | 50.8 | 10578.4 | False | None | None | False | None | False | 537382.72 | 0 | | 3077656 | 105350 | None | UNI SR 2023-24 Vol. 3 Item No 5.4 Pg. No. 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 17.34 | 17.34 | 10578.4 | False | None | None | False | None | False | 183429.456 | 0 | | 3077657 | 105350 | None | UNI SR 2023-24 Vol. 3 Item No 5.12 C Pg. No. 35 | Dense Bituminous Macadam---Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11707.31 | 11707.31 | 528.92 | False | None | None | False | None | False | 6192230.4052 | 0 | | 3077658 | 105350 | None | UNI SR 2023-24 Vol. 3 Item No 5.16 C Pg. No. 38 | Construction of BC--- Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.0 | 13572.0 | 317.35 | False | None | None | False | None | False | 4307074.2 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 E -C D repair | 964362.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077659 | 105351 | None | UNI SR 2023-24 Vol. 1 Item No 1.14.1 Pg. No. 8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 117.71 | 117.71 | 468.0 | False | None | None | False | None | False | 55088.28 | 0 | | 3077660 | 105351 | None | UNI SR 2023-24 Vol. 1 Item No 2.11 h Pg. No. 18 | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | t | 97894.63 | 97894.63 | 0.85 | False | None | None | False | None | False | 83210.4355 | 0 | | 3077661 | 105351 | None | UNI SR 2023-24 Vol. 1 Item No 2.2.1 Pg. No. 15 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Sqm | 8412.76 | 8412.76 | 89.35 | False | None | None | False | None | False | 751680.106 | 0 | | 3077662 | 105351 | None | PWD SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | Sqm | 130.1 | 130.1 | 108.95 | False | None | None | False | None | False | 14174.395 | 0 | | 3077663 | 105351 | None | UNI SR 2023-24 Vol. 3 Item No 8.4 Pg. No. 63 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) | cm | 1.12 | 1.12 | 800.0 | False | None | None | False | None | False | 896.0 | 0 | | 3077664 | 105351 | None | UNI SR 2023-24 Vol. 3 Item No 8.18 Pg. No. 67 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin | Cum | 926.77 | 926.77 | 64.0 | False | None | None | False | None | False | 59313.28 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 E-Junction estimate | 458199.95 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077665 | 105352 | None | UNI SR 2023-24 Vol. 3 Item No 2.5 Pg. No. 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 100 Sqm | 486.93 | 486.93 | 0.24 | False | None | None | False | None | False | 116.8632 | 0 | | 3077666 | 105352 | None | UNI SR 2023-24 Vol. 3 Item No 3.5 Pg. No. 17 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 7.43 | 7.43 | 157.6 | False | None | None | False | None | False | 1170.968 | 0 | | 3077667 | 105352 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 117.71 | 117.71 | 42.42 | False | None | None | False | None | False | 4993.2582 | 0 | | 3077668 | 105352 | None | UNI SR 2023-24 Vol. 3 Item No 3.6 Pg. No. 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 Percent) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 610.83 | 610.83 | 18.2 | False | None | None | False | None | False | 11117.106 | 0 | | 3077669 | 105352 | None | UNI SR 2023-24 Vol. 3 Item No 4.2 v Pg. No. 23 | By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material | Cum | 2922.8 | 2922.8 | 38.37 | False | None | None | False | None | False | 112147.836 | 0 | | 3077670 | 105352 | None | UNI SR 2023-24 Vol. 3 Item No 4.17 Pg. No. 26 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 45.25 | False | None | None | False | None | False | 143469.65 | 0 | | 3077671 | 105352 | None | UNI SR 2023-24 Vol. 3 Item No 5.1 A I Pg. No. 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. | Sqm | 50.8 | 50.8 | 175.0 | False | None | None | False | None | False | 8890.0 | 0 | | 3077672 | 105352 | None | UNI SR 2023-24 Vol. 3 Item No 5.3 Pg. No. 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.87 | 14.87 | 175.0 | False | None | None | False | None | False | 2602.25 | 0 | | 3077673 | 105352 | None | UNI SR 2023-24 Vol. 3 Item No 5.12 C Pg. No. 35 | Dense Graded Bituminous Macadam Grading - II for traffic Less than20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11707.31 | 11707.31 | 8.75 | False | None | None | False | None | False | 102438.9625 | 0 | | 3077674 | 105352 | None | UNI SR 2023-24 Vol. 3 Item No 5.16 C Pg. No. 38 | Bituminous Concrete Grading II for traffic Less than20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.01 | 13572.01 | 5.25 | False | None | None | False | None | False | 71253.0525 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 E -field culverts | 425523.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077675 | 105353 | None | UNI SR 2023-24 Vol. 1 Item No 1.14.1 Pg. No. 8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or& stacking the selected earth for reuse m including cost of labour, tools, usagerequired to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 15.65 | False | None | None | False | None | False | 1977.847 | 0 | | 3077676 | 105353 | None | UNI SR 2023-24 Vol. 3 Item No 9.1.ii Pg. No. 87 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granularmaterial in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (i). 1200 mm dia | Rmtr | 13340.31 | 13340.31 | 20.0 | False | None | None | False | None | False | 266806.2 | 0 | | 3077677 | 105353 | None | UNI SR 2023-24 Vol. 1 Item No 1.8 Pg. No. 7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 587.29 | 587.29 | 22.44 | False | None | None | False | None | False | 13178.7876 | 0 | | 3077678 | 105353 | None | UNI SR 2023-24 Vol. 1 Item No 2.1.3 Pg. No. 15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.-Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 1.54 | False | None | None | False | None | False | 11427.3698 | 0 | | 3077679 | 105353 | None | UNI SR 2023-24 Vol. 1 Item No 2.4.2 Pg. No. 16 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. | Cum | 8460.93 | 8460.93 | 13.65 | False | None | None | False | None | False | 115491.6945 | 0 | | 3077680 | 105353 | None | UNI SR 2023-24 Vol. 1 Item No 2.11 h Pg. No. 18 | Steel FabricationSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | t | 97894.63 | 97894.63 | 0.17 | False | None | None | False | None | False | 16642.0871 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 E-Road furniture | 1295971.57 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077681 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.7 Pg. No. 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below groundlevel as per approved drawing | Sqm | 11163.39 | 11163.39 | 0.81 | False | None | None | False | None | False | 9042.3459 | 0 | | 3077682 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.5 ii Pg. No. 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle --- For 900 mm Equilateral triangle - TYPE XI | Each | 5803.48 | 5803.48 | 12.0 | False | None | None | False | None | False | 69641.76 | 0 | | 3077683 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.5 iv Pg. No. 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 ofIRC:67:2022. (ii) 60 cm equilateral triangle --- For 600 mm Equilateral triangle- TYPE XI | Each | 4430.66 | 4430.66 | 3.0 | False | None | None | False | None | False | 13291.98 | 0 | | 3077684 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.5 viii Pg. No. 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm circular | Each | 5323.98 | 5323.98 | 14.0 | False | None | None | False | None | False | 74535.72 | 0 | | 3077685 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.5 x Pg. No. 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x ) 80 mm x 60 mm rectangular --- For 600 mm x 800 mm- TYPE XI | Each | 6711.66 | 6711.66 | 4.0 | False | None | None | False | None | False | 26846.64 | 0 | | 3077686 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.5 xii Pg. No. 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xii) 60 cm x 45 cm rectangular---For 600 mm x 450 mm - TYPE XI | Each | 5233.54 | 5233.54 | 24.0 | False | None | None | False | None | False | 125604.96 | 0 | | 3077687 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.5 xv Pg. No. 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xv) 90 cm high octagon --- For 900 mm octagon Stop board- TYPE XI | Each | 8055.98 | 8055.98 | 2.0 | False | None | None | False | None | False | 16111.96 | 0 | | 3077688 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.7 Pg. No. 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below groundlevel as per approved drawing | Sqm | 11163.39 | 11163.39 | 2.88 | False | None | None | False | None | False | 32150.5632 | 0 | | 3077689 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.15 Pg. No. 67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 656.67 | 656.67 | 598.0 | False | None | None | False | None | False | 392688.66 | 0 | | 3077690 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.13 i Pg. No. 66 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) | Sqm | 251.52 | 251.52 | 5.12 | False | None | None | False | None | False | 1287.7824 | 0 | | 3077691 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.16i Pg. No. 67 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast) | Each | 6295.36 | 6295.36 | 1.0 | False | None | None | False | None | False | 6295.36 | 0 | | 3077692 | 105354 | None | UNI SR 2023-24 Vol.3 Item No 8.16 ii Pg. No. 67 | Kilometre Stone---Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast) | Each | 3626.55 | 3626.55 | 2.0 | False | None | None | False | None | False | 7253.1 | 0 | | 3077693 | 105354 | None | UNI SR 2023-2 Vol.3 Item No 8.16 iii Pg. No. 67 | Kilometre Stone---Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) | Each | 1043.24 | 1043.24 | 7.0 | False | None | None | False | None | False | 7302.68 | 0 | | 3077694 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.4 Pg. No. 63 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman | cm | 1.12 | 1.12 | 1100.0 | False | None | None | False | None | False | 1232.0 | 0 | | 3077695 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.18 Pg. No. 67 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin | Each | 926.77 | 926.77 | 100.0 | False | None | None | False | None | False | 92677.0 | 0 | | 3077696 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.17 Pg. No. 67 | Road Delineators---Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. | No | 2504.02 | 2504.02 | 60.0 | False | None | None | False | None | False | 150241.2 | 0 | | 3077697 | 105354 | None | UNI SR 2023-24 Vol. 1 Item No 1.14.1 Pg. No. 8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 102.0 | False | None | None | False | None | False | 12890.76 | 0 | | 3077698 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.29i Pg. No. 71 | Cable Duct Across the RoadProviding and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as perIRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service | Rmtr | 2740.67 | 2740.67 | 50.0 | False | None | None | False | None | False | 137033.5 | 0 | | 3077699 | 105354 | None | UNI SR 2023-24 Vol. 3 Item No 8.43 Pg. No. 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Each | 452.24 | 452.24 | 265.0 | False | None | None | False | None | False | 119843.6 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681E utility shifting-water supply | 457589.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077700 | 105355 | None | UNI SR 2023-24 Vol. 5 Item No 10.1. 6 Pg. No.113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for: PVC pipes 110mm dia., 6 kg/sqcm class 5
| m | 509.23 | 509.23 | 500.0 | False | None | None | False | None | False | 254615.0 | 0 | | 3077701 | 105355 | None | UNI SR 2023-24 Volume 1 Item No 1.6.1 Page No 6 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.
| Cum | 599.68 | 599.68 | 270.0 | False | None | None | False | None | False | 161913.6 | 0 | | 3077702 | 105355 | None | UNI SR 2023-24 Volume 5 Item No 2.23.1 Page NO 22 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 "" O "" rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete"
| No | 6857.87 | 6857.87 | 4.0 | False | None | None | False | None | False | 27431.48 | 0 | | 3077703 | 105355 | None | UNI SR 2023-24 Volume 5 Item No 2.5 Page No 33 | Providing and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 forservice connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads etc. complete
| No | 3407.25 | 3407.25 | 4.0 | False | None | None | False | None | False | 13629.0 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 E-Utility shifting Electrical estimate | 977884.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077704 | 105356 | None | UNI SR 2023-24 , Item. 1.1.1 | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr LongSteel/RCC/PSCC supports as per approved Drawing.---Ordinary Soil | Per Pit | 779.33 | 779.33 | 20.0 | False | None | None | False | None | False | 15586.6 | 0 | | 3077705 | 105356 | None | UNI SR 2023-25, Item. 1.01 | RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 | Nos. | 8767.16 | 8767.16 | 20.0 | False | None | None | False | None | False | 175343.2 | 0 | | 3077706 | 105356 | None | UNI SR 2023-26, Item. 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth | Nos. | 1379.01 | 1379.01 | 20.0 | False | None | None | False | None | False | 27580.2 | 0 | | 3077707 | 105356 | None | UNI SR 2023-27, Item. 1.06 | PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018)as per REC Standards | Nos. | 5202.56 | 5202.56 | 5.0 | False | None | None | False | None | False | 26012.8 | 0 | | 3077708 | 105356 | None | UNI SR 2023-28, Item. 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth | Nos. | 1379.01 | 1379.01 | 5.0 | False | None | None | False | None | False | 6895.05 | 0 | | 3077709 | 105356 | None | UNI SR 2023-29, Item. 2.03 | 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018) | No | 1089.08 | 1089.08 | 20.0 | False | None | None | False | None | False | 21781.6 | 0 | | 3077710 | 105356 | None | UNI SR 2023-30, Item. 3.01 | 11 kV, Cross Arm with HT Top Support(glass reinforced hot pressed SMC compound) | Set | 890.84 | 890.84 | 20.0 | False | None | None | False | None | False | 17816.8 | 0 | | 3077711 | 105356 | None | UNI SR 2023-31, Item. 6.05 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) | Nos. | 254.0 | 254.0 | 60.0 | False | None | None | False | None | False | 15240.0 | 0 | | 3077712 | 105356 | None | UNI SR 2023-32, Item. 6.08 | DISC Insulator 45 kN Porcelain | Nos. | 631.89 | 631.89 | 7.0 | False | None | None | False | None | False | 4423.23 | 0 | | 3077713 | 105356 | None | UNI SR 2023-33, Item. 6.05 | Releasing of Rabbit Conductor | Per Km | 4970.87 | 4970.87 | 2.7 | False | None | None | False | None | False | 13421.349 | 0 | | 3077714 | 105356 | None | UNI SR 2023-34, Item. 7.02 | ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM | Per Km | 57283.93 | 57283.93 | 2.7 | False | None | None | False | None | False | 154666.611 | 0 | | 3077715 | 105356 | None | UNI SR 2023-35, Item. 6.02 | Stringing of Rabbit Conductor (including pin binding, providingjumps, dead ending, etc.,) | Per Km | 6483.69 | 6483.69 | 2.7 | False | None | None | False | None | False | 17505.963 | 0 | | 3077716 | 105356 | None | UNI SR 2023-36, Item. 9.03 | PG Clamp Rabbit to Rabbit | No | 126.38 | 126.38 | 60.0 | False | None | None | False | None | False | 7582.8 | 0 | | 3077717 | 105356 | None | UNI SR 2023-37, Item. 10.06 | T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers | Set | 391.52 | 391.52 | 60.0 | False | None | None | False | None | False | 23491.2 | 0 | | 3077718 | 105356 | None | UNI SR 2023-38, Item. 2.05 | LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018) | No | 358.07 | 358.07 | 1.0 | False | None | None | False | None | False | 358.07 | 0 | | 3077719 | 105356 | None | UNI SR 2023-39, Item. 2.07 | LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018) | No | 163.55 | 163.55 | 1.0 | False | None | None | False | None | False | 163.55 | 0 | | 3077720 | 105356 | None | UNI SR 2023-40, Item. 5.02 | Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole | Set | 151.16 | 151.16 | 1.0 | False | None | None | False | None | False | 151.16 | 0 | | 3077721 | 105356 | None | UNI SR 2023-41, Item. 5.01 | Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole | Set | 151.16 | 151.16 | 1.0 | False | None | None | False | None | False | 151.16 | 0 | | 3077722 | 105356 | None | UNI SR 2023-42, Item. 6.03 | 1.1 kV Ceramic Pin Insulator (Shell only) | Nos. | 38.41 | 38.41 | 5.0 | False | None | None | False | None | False | 192.05 | 0 | | 3077723 | 105356 | None | UNI SR 2023-43, Item. 6.06 | No. 8 Strain Insulator | Nos. | 33.45 | 33.45 | 5.0 | False | None | None | False | None | False | 167.25 | 0 | | 3077724 | 105356 | None | UNI SR 2023-44, Item. 2.16 | Spiral Earth Electrode | Nos. | 296.12 | 296.12 | 25.0 | False | None | None | False | None | False | 7403.0 | 0 | | 3077725 | 105356 | None | UNI SR 2023-45, Item. 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing | m | 115.23 | 115.23 | 28.0 | False | None | None | False | None | False | 3226.44 | 0 | | 3077726 | 105356 | None | UNI SR 2023-46, Item. 24.01 | 11 kV, GOSa) 200 Amps, Single Break | Set | 11708.55 | 11708.55 | 1.0 | False | None | None | False | None | False | 11708.55 | 0 | | 3077727 | 105356 | None | UNI SR 2023-47, Item. 13.02 | Labour for 11 kV, GOSa) 200 Amps, Single Break | Set | 1367.86 | 1367.86 | 1.0 | False | None | None | False | None | False | 1367.86 | 0 | | 3077728 | 105356 | None | UNI SR 2023-48, Item. 1.8.1.a | A) Base Concreting with CC 1:4: 8---a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) | Each | 338.25 | 338.25 | 25.0 | False | None | None | False | None | False | 8456.25 | 0 | | 3077729 | 105356 | None | UNI SR 2023-49, Item. 1.8.1.b | A) Base Concreting with CC 1:4: 8---b Pole base for 9 Mtr Square Pole (650x650x150mm) | Each | 438.61 | 438.61 | 25.0 | False | None | None | False | None | False | 10965.25 | 0 | | 3077730 | 105356 | None | UNI SR 2023-50, Item. 1.8.2.a | B) Pole Concreting with CC 1:2:4 (without coping)---9 Mtr support (650x500x1700mm) | Each | 3912.76 | 3912.76 | 25.0 | False | None | None | False | None | False | 97819.0 | 0 | | 3077731 | 105356 | None | UNI SR 2023-51, Item. 1.8.2.g | B) Pole Concreting with CC 1:2:4 (without coping)---Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement) | Each | 247.8 | 247.8 | 1.0 | False | None | None | False | None | False | 247.8 | 0 | | 3077732 | 105356 | None | UNI SR 2023-52, Item. 21.02 | Transporation by Head Load where ever there is noaccessability for transporation by vechicle---for Poles 25 to 105 Mtr | Per Pole | 353.12 | 353.12 | 20.0 | False | None | None | False | None | False | 7062.4 | 0 | | 3077733 | 105356 | None | UNI SR 2023-53, Item. 22.02 | For ACSR Conductors 25 to 105 Mtr | Per Km | 152.4 | 152.4 | 2.7 | False | None | None | False | None | False | 411.48 | 0 | | 3077734 | 105356 | None | UNI SR 2023-54, Item. 26.02 | Loading and unloading of Pole (loading of Pole to vehicles at stores and unloading at workspot)NOTE:- Consolidated amount for both loading and unloading.---9 Mtr RCC/PSCC Pole | No | 175.94 | 175.94 | 20.0 | False | None | None | False | None | False | 3518.8 | 0 | | 3077735 | 105356 | None | UNI SR 2023-55, Item. 5.06 | Fixing of HT/LT Single Top Support | Each | 138.77 | 138.77 | 20.0 | False | None | None | False | None | False | 2775.4 | 0 | | 3077736 | 105356 | None | UNI SR 2023-56, Item. 3.01 | Erection of Double Pole Transformer Structure using9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Poleincluding fixing of Structure Materials, Erection ofPoles etc., complete for mounting of Transformeras per approved drawing For 25/63/100 kVA | Per Structure | 7093.28 | 7093.28 | 3.0 | False | None | None | False | None | False | 21279.84 | 0 | | 3077737 | 105356 | None | UNI SR 2023-57, Item. 21.04 | Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI | Set | 29815.3 | 29815.3 | 3.0 | False | None | None | False | None | False | 89445.9 | 0 | | 3077738 | 105356 | None | UNI SR 2023-58, Item. 6.08 | 11KV, 5KN Polymeric Pin insulators (24mm Dia FRP Rod) --- DISC Insulator 45 kN Porcelain | No | 631.89 | 631.89 | 7.0 | False | None | None | False | None | False | 4423.23 | 0 | | 3077739 | 105356 | None | UNI SR 2023-59, Item. 19.02 | 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR | No | 1962.58 | 1962.58 | 9.0 | False | None | None | False | None | False | 17663.22 | 0 | | 3077740 | 105356 | None | UNI SR 2023-60, Item. 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS(Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63Dtd 24.11.2018) | Set | 7930.84 | 7930.84 | 3.0 | False | None | None | False | None | False | 23792.52 | 0 | | 3077741 | 105356 | None | UNI SR 2023-61, Item. 67.2 | Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2)---Caution/Danger Board | No | 185.85 | 185.85 | 3.0 | False | None | None | False | None | False | 557.55 | 0 | | 3077742 | 105356 | None | UNI SR 2023-62, Item. 4.02 | Anti Climbing Device (12 Mtr GI Barbed wire) | No | 110.27 | 110.27 | 3.0 | False | None | None | False | None | False | 330.81 | 0 | | 3077743 | 105356 | None | UNI SR 2023-63, Item. 6.18.3 | Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18)---8 SWG GI Wire (44/6.18.3) | Mtr | 23.54 | 23.54 | 450.0 | False | None | None | False | None | False | 10593.0 | 0 | | 3077744 | 105356 | None | UNI SR 2023-64, Item. 17.01 | LT Protection Kit (Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018) | No | 2506.5 | 2506.5 | 3.0 | False | None | None | False | None | False | 7519.5 | 0 | | 3077745 | 105356 | None | UNI SR 2023-65, Item. 15.17.1 | LT Wiring Kit 63/100 KVA (87/15.17.1) | Set | 5263.52 | 5263.52 | 3.0 | False | None | None | False | None | False | 15790.56 | 0 | | 3077746 | 105356 | None | UNI SR 2023-66, Item. 20.01 | 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852 (Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos) | Set | 1324.49 | 1324.49 | 3.0 | False | None | None | False | None | False | 3973.47 | 0 | | 3077747 | 105356 | None | UNI SR 2023-67, Item. 24.01 | GOS as per IS-9921, IS-1977174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018) | Set | 11708.55 | 11708.55 | 1.0 | False | None | None | False | None | False | 11708.55 | 0 | | 3077748 | 105356 | None | UNI SR 2023-68, Item. 24.04 | H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providingNew GOS for sectionalisation) - MS(Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018) | Set | 5367.35 | 5367.35 | 3.0 | False | None | None | False | None | False | 16102.05 | 0 | | 3077749 | 105356 | None | UNI SR 2023-69, Item. 27.02 | 27 Loading & Unloading of Transformer (when maintaincemen for loading and unloading are not available in store)Loading--- 25 kVA ---63 kVA | No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3077750 | 105356 | None | UNI SR 2023-70, Item. 27.03 | 27 Loading & Unloading of Transformer (when maintaincemen for loading and unloading are not available in store)Loading--- 25 kVA ---- 100 kVA | No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3077751 | 105356 | None | UNI SR 2023-71, Item. 27.07 | Un loading---63 kVA | No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3077752 | 105356 | None | UNI SR 2023-72, Item. 27.08 | Un loading---100 kVA | No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3077753 | 105356 | None | UNI SR 2023-73, Item. 24.02 | Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr | Set | 1172.09 | 1172.09 | 3.0 | False | None | None | False | None | False | 3516.27 | 0 | | 3077754 | 105356 | None | UNI SR 2023-74, Item. 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018) | Set | 7930.84 | 7930.84 | 1.0 | False | None | None | False | None | False | 7930.84 | 0 | | 3077755 | 105356 | None | UNI SR 2023-75, Item. 54.01 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg | Unit | 920.58 | 920.58 | 12.0 | False | None | None | False | None | False | 11046.96 | 0 | | 3077756 | 105356 | None | UNI SR 2023-76, Item. 54.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each | Unit | 837.56 | 837.56 | 12.0 | False | None | None | False | None | False | 10050.72 | 0 | | 3077757 | 105356 | None | UNI SR 2023-77, Item. 54.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag | Unit | 384.09 | 384.09 | 12.0 | False | None | None | False | None | False | 4609.08 | 0 | | 3077758 | 105356 | None | UNI SR 2023-78, Item. 54.04 | Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified | Unit | 2691.11 | 2691.11 | 12.0 | False | None | None | False | None | False | 32293.32 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 E-1st year maintenance | 0.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077759 | 105357 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 412.65 | 412.65 | 0.0001 | False | None | None | False | None | False | 0.041265 | 0 | | 3077760 | 105357 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 6.3 | 6.3 | 0.0001 | False | None | None | False | None | False | 0.00063 | 0 | | 3077761 | 105357 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 40.95 | 40.95 | 0.0001 | False | None | None | False | None | False | 0.004095 | 0 | | 3077762 | 105357 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 101.85 | 101.85 | 0.0001 | False | None | None | False | None | False | 0.010185 | 0 | | 3077763 | 105357 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 2083.2 | 2083.2 | 0.0001 | False | None | None | False | None | False | 0.20832 | 0 | | 3077764 | 105357 | None | UNI SR 2023-24 Vol. 3 Item No 16.24i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | No | 216.3 | 216.3 | 0.0001 | False | None | None | False | None | False | 0.02163 | 0 | | 3077765 | 105357 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 447.3 | 447.3 | 0.0001 | False | None | None | False | None | False | 0.04473 | 0 | | 3077766 | 105357 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 99.75 | 99.75 | 0.0001 | False | None | None | False | None | False | 0.009975 | 0 | | 3077767 | 105357 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 114.45 | 114.45 | 0.0001 | False | None | None | False | None | False | 0.011445 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681E-2nd year maintenance | 0.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077768 | 105358 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 412.65 | 412.65 | 0.0001 | False | None | None | False | None | False | 0.041265 | 0 | | 3077769 | 105358 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 6.3 | 6.3 | 0.0001 | False | None | None | False | None | False | 0.00063 | 0 | | 3077770 | 105358 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 40.95 | 40.95 | 0.0001 | False | None | None | False | None | False | 0.004095 | 0 | | 3077771 | 105358 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 101.85 | 101.85 | 0.0001 | False | None | None | False | None | False | 0.010185 | 0 | | 3077772 | 105358 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 2083.2 | 2083.2 | 0.0001 | False | None | None | False | None | False | 0.20832 | 0 | | 3077773 | 105358 | None | UNI SR 2023-24 Vol. 3 Item No 16.24i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | No | 216.3 | 216.3 | 0.0001 | False | None | None | False | None | False | 0.02163 | 0 | | 3077774 | 105358 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 447.3 | 447.3 | 0.0001 | False | None | None | False | None | False | 0.04473 | 0 | | 3077775 | 105358 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 99.75 | 99.75 | 0.0001 | False | None | None | False | None | False | 0.009975 | 0 | | 3077776 | 105358 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 114.45 | 114.45 | 0.0001 | False | None | None | False | None | False | 0.011445 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 E-3rd year maintenance | 215054.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077777 | 105359 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 545.36 | 545.36 | 22.8 | False | None | None | False | None | False | 12434.208 | 0 | | 3077778 | 105359 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.33 | 8.33 | 1520.0 | False | None | None | False | None | False | 12661.6 | 0 | | 3077779 | 105359 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 54.12 | 54.12 | 171.0 | False | None | None | False | None | False | 9254.52 | 0 | | 3077780 | 105359 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 134.6 | 134.6 | 570.0 | False | None | None | False | None | False | 76722.0 | 0 | | 3077781 | 105359 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 2753.16 | 2753.16 | 1.9 | False | None | None | False | None | False | 5231.004 | 0 | | 3077782 | 105359 | None | UNI SR 2023-24 Vol. 3 Item No 16.24i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | No | 285.86 | 285.86 | 10.0 | False | None | None | False | None | False | 2858.6 | 0 | | 3077783 | 105359 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 591.15 | 591.15 | 52.25 | False | None | None | False | None | False | 30887.5875 | 0 | | 3077784 | 105359 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 131.83 | 131.83 | 360.0 | False | None | None | False | None | False | 47458.8 | 0 | | 3077785 | 105359 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 151.26 | 151.26 | 116.0 | False | None | None | False | None | False | 17546.16 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681E-4th year maintenance | 196173.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077786 | 105360 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 564.84 | 564.84 | 22.8 | False | None | None | False | None | False | 12878.352 | 0 | | 3077787 | 105360 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.62 | 8.62 | 1520.0 | False | None | None | False | None | False | 13102.4 | 0 | | 3077788 | 105360 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 56.05 | 56.05 | 171.0 | False | None | None | False | None | False | 9584.55 | 0 | | 3077789 | 105360 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 139.41 | 139.41 | 570.0 | False | None | None | False | None | False | 79463.7 | 0 | | 3077790 | 105360 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 612.26 | 612.26 | 52.25 | False | None | None | False | None | False | 31990.585 | 0 | | 3077791 | 105360 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. -do- in all kinds of soil by mechanical means. | Cum | 136.54 | 136.54 | 360.0 | False | None | None | False | None | False | 49154.4 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 E-5th year maintenance | 236040.57 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077792 | 105361 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 584.31 | 584.31 | 22.8 | False | None | None | False | None | False | 13322.268 | 0 | | 3077793 | 105361 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.92 | 8.92 | 1520.0 | False | None | None | False | None | False | 13558.4 | 0 | | 3077794 | 105361 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 57.99 | 57.99 | 171.0 | False | None | None | False | None | False | 9916.29 | 0 | | 3077795 | 105361 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 144.22 | 144.22 | 570.0 | False | None | None | False | None | False | 82205.4 | 0 | | 3077796 | 105361 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 633.38 | 633.38 | 104.5 | False | None | None | False | None | False | 66188.21 | 0 | | 3077797 | 105361 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 141.25 | 141.25 | 360.0 | False | None | None | False | None | False | 50850.0 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 E-6th year maintenance | 5051354.16 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077798 | 105362 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 2458.18 | 2458.18 | 1.9 | False | None | None | False | None | False | 4670.542 | 0 | | 3077799 | 105362 | None | UNI SR 2023-24 Vol. 3 Item No 16.24 i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Nos | 255.23 | 255.23 | 10.0 | False | None | None | False | None | False | 2552.3 | 0 | | 3077800 | 105362 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 135.05 | 135.05 | 116.0 | False | None | None | False | None | False | 15665.8 | 0 | | 3077801 | 105362 | None | UNI SR 2023-24 Vol. 3 Item No 5.3i Pg. No. 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.87 | 14.87 | 10494.4 | False | None | None | False | None | False | 156051.728 | 0 | | 3077802 | 105362 | None | UNI SR 2023-24 Vol. 3 Item No 5.16B Pg. No. 37 | Providing and laying Bituminous Concrete Grading II for traffic Less than20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.01 | 13572.01 | 314.83 | False | None | None | False | None | False | 4272875.9083 | 0 | | 3077803 | 105362 | None | UNI SR 2023-24 Vol. 3 Item No 3.6 Pg. No. 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 Percent) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 610.83 | 610.83 | 173.28 | False | None | None | False | None | False | 105844.6224 | 0 | | 3077804 | 105362 | None | UNI SR 2023-24 Vol. 3 Item No 8.15 Pg. No. 67 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 656.67 | 656.67 | 570.0 | False | None | None | False | None | False | 374301.9 | 0 | | 3077805 | 105362 | None | UNI SR 2023-24 Vol. 3 Item No 8.43 Pg. No. 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Nos | 452.24 | 452.24 | 264.0 | False | None | None | False | None | False | 119391.36 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 F-Flexible pavement | 35181204.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077806 | 105363 | None | Volume 3 Item No 16.29 (Page No | The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over
angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done
as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.
(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause
1701.3.8.1 Class A Type 1 | Nos | 19021.13 | 19021.13 | 2.0 | False | None | None | False | None | False | 38042.26 | 0 | | 3077807 | 105363 | None | Volume 3 Item No 2.5 ( Page No 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.
| 100 Sqm | 486.93 | 486.93 | 50.28 | False | None | None | False | None | False | 24482.8404 | 0 | | 3077808 | 105363 | None | Volume 3 Item No 3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead
| Sqm | 7.43 | 7.43 | 6860.0 | False | None | None | False | None | False | 50969.8 | 0 | | 3077809 | 105363 | None | Volume 1 Item No 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth)
| Cum | 117.71 | 117.71 | 1885.5 | False | None | None | False | None | False | 221942.205 | 0 | | 3077810 | 105363 | None | Volume 1 Item No 1.12 |
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth)
| Cum | 117.71 | 117.71 | 812.2 | False | None | None | False | None | False | 95604.062 | 0 | | 3077811 | 105363 | None | Volume 1 Item No 1.7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and oundation of other structures graded with desired compaction.
| Cum | 147.44 | 147.44 | 324.88 | False | None | None | False | None | False | 47900.3072 | 0 | | 3077812 | 105363 | None | Volume 1 Item No 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
| Cum | 587.29 | 587.29 | 1745.81 | False | None | None | False | None | False | 1025296.7549 | 0 | | 3077813 | 105363 | None | Volume 3 Item No 4.2 (v) | Construction of Granular Sub-base
By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material
| Cum | 2922.8 | 2922.8 | 3075.58 | False | None | None | False | None | False | 8989305.224 | 0 | | 3077814 | 105363 | None | Volume 3 Item No 4.17 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
| Cum | 3170.6 | 3170.6 | 2932.3 | False | None | None | False | None | False | 9297150.38 | 0 | | 3077815 | 105363 | None | Volume 3 Item No 5.1 A i | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.
| Sqm | 50.8 | 50.8 | 11648.8 | False | None | None | False | None | False | 591759.04 | 0 | | 3077816 | 105363 | None | Volume 3 Item No 5.4 | Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface
| Sqm | 17.35 | 17.35 | 11648.8 | False | None | None | False | None | False | 202106.68 | 0 | | 3077817 | 105363 | None | Volume 3 Item No 5.12 (C ) | Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
| Cum | 11707.31 | 11707.31 | 582.45 | False | None | None | False | None | False | 6818922.7095 | 0 | | 3077818 | 105363 | None | UNI SR 2023-24 Volume 3 Item No 5.16 C ( Page N | Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
| Cum | 13572.01 | 13572.01 | 349.46 | False | None | None | False | None | False | 4742874.6146 | 0 | | 3077819 | 105363 | None | UNI SR 2023-24 Volume 3 Item No 3.6 ( Page No 1 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
| Cum | 610.83 | 610.83 | 4968.4 | False | None | None | False | None | False | 3034847.772 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 F Box culvert | 1903872.16 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077820 | 105364 | None | Volume 3 Item No 2.10 (iv) (B) | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever
necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means
b. Rubble stone masonry in cement mortar."
| Cum | 755.79 | 755.79 | 9.0 | False | None | None | False | None | False | 6802.11 | 0 | | 3077821 | 105364 | None | Volume 1 Item No 1.14.1 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m
| Cum | 126.38 | 126.38 | 141.56 | False | None | None | False | None | False | 17890.3528 | 0 | | 3077822 | 105364 | None | Volume 1 Item No 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
| Cum | 7420.37 | 7420.37 | 14.45 | False | None | None | False | None | False | 107224.3465 | 0 | | 3077823 | 105364 | None | Volume 1 Item No 2.11 h ( Page N | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures
| Tonne | 97894.63 | 97894.63 | 5.42 | False | None | None | False | None | False | 530588.8946 | 0 | | 3077824 | 105364 | None | Volume 3 Item No 9.1.ii ( Page N | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 9420.36 | 9420.36 | 43.74 | False | None | None | False | None | False | 412046.5464 | 0 | | 3077825 | 105364 | None | Volume 1 Item No 2.5.2 ( Page No | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
| Cum | 10174.17 | 10174.17 | 13.68 | False | None | None | False | None | False | 139182.6456 | 0 | | 3077826 | 105364 | None | Volume 3 Item No 12.4 ( Page No | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
| Cum | 3316.8 | 3316.8 | 25.8 | False | None | None | False | None | False | 85573.44 | 0 | | 3077827 | 105364 | None | Volume 1 Item No 2.2.1 ( Page No | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 8412.76 | 8412.76 | 37.87 | False | None | None | False | None | False | 318591.2212 | 0 | | 3077828 | 105364 | None | Volume 3 Item No 14.2 | Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra
for laps and joints laid with stone boulders weighing not less than 40 kg each."
| Cum | 3040.51 | 3040.51 | 1.92 | False | None | None | False | None | False | 5837.7792 | 0 | | 3077829 | 105364 | None | Volume 3 Item No 8.1 ( Page No 6 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
| Sqm | 130.1 | 130.1 | 14.92 | False | None | None | False | None | False | 1941.092 | 0 | | 3077830 | 105364 | None | Volume 3 Item No 8.4 ( Page No 6 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman)
| cm | 1.12 | 1.12 | 400.0 | False | None | None | False | None | False | 448.0 | 0 | | 3077831 | 105364 | None | Volume 3 Item No 8.18 ( Page No | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin
| No | 926.77 | 926.77 | 32.0 | False | None | None | False | None | False | 29656.64 | 0 | | 3077832 | 105364 | None | Volume 3 Item No 9.1.ii ( Page N | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular
material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (i). 1200 mm dia"
| m | 13340.31 | 13340.31 | 10.0 | False | None | None | False | None | False | 133403.1 | 0 | | 3077833 | 105364 | None | Volume 1 Item No 1.8 ( Page No 7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
| Cum | 587.29 | 587.29 | 195.28 | False | None | None | False | None | False | 114685.9912 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 F Estimate for junction | 729287.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077834 | 105365 | None | Volume 3 Item No 2.5 ( Page No 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.
| 100 Sqm | 486.93 | 486.93 | 0.72 | False | None | None | False | None | False | 350.5896 | 0 | | 3077835 | 105365 | None | Volume 3 Item No 3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead
| Sqm | 7.43 | 7.43 | 555.0 | False | None | None | False | None | False | 4123.65 | 0 | | 3077836 | 105365 | None | Volume 1 Item No 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth)
| Cum | 117.71 | 117.71 | 90.9 | False | None | None | False | None | False | 10699.839 | 0 | | 3077837 | 105365 | None | Volume 3 Item No 3.6 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
| Cum | 610.83 | 610.83 | 57.92 | False | None | None | False | None | False | 35379.2736 | 0 | | 3077838 | 105365 | None | Volume 3 Item No 4.2 (v) | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material
"
| Cum | 2922.88 | 2922.88 | 51.61 | False | None | None | False | None | False | 150849.8368 | 0 | | 3077839 | 105365 | None | Volume 3 Item No 4.17 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
| Cum | 3170.6 | 3170.6 | 73.88 | False | None | None | False | None | False | 234243.928 | 0 | | 3077840 | 105365 | None | Volume 3 Item No 5.1 A (I) ( Pag | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.
| Sqm | 50.8 | 50.8 | 277.5 | False | None | None | False | None | False | 14097.0 | 0 | | 3077841 | 105365 | None | Volume 3 Item No 5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
| Sqm | 14.87 | 14.87 | 277.5 | False | None | None | False | None | False | 4126.425 | 0 | | 3077842 | 105365 | None | Volume 3 Item No 5.12 (C ) | Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
| Cum | 11707.31 | 11707.31 | 13.88 | False | None | None | False | None | False | 162497.4628 | 0 | | 3077843 | 105365 | None | Volume 3 Item No 5.16 C | Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
| Cum | 13572.01 | 13572.01 | 8.32 | False | None | None | False | None | False | 112919.1232 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 F construction of field culvert | 511721.19 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077844 | 105366 | None | Volume 1 Item No 1.14.1 ( Page N | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or
& stacking the selected earth for reuse m including cost of labour, tools, usage
required to complete the work In all kinds of soils Depth upto 3 m"
| Cum | 126.38 | 126.38 | 15.65 | False | None | None | False | None | False | 1977.847 | 0 | | 3077845 | 105366 | None | Volume 3 Item No 9.1 i | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar
1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (ii). 1000 mm dia"
| Rmtr | 11766.78 | 11766.78 | 30.0 | False | None | None | False | None | False | 353003.4 | 0 | | 3077846 | 105366 | None | Volume 1 Item No 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
| Cum | 587.29 | 587.29 | 22.44 | False | None | None | False | None | False | 13178.7876 | 0 | | 3077847 | 105366 | None | Volume 1 Item No 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.-
Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates"
| Cum | 7420.37 | 7420.37 | 1.54 | False | None | None | False | None | False | 11427.3698 | 0 | | 3077848 | 105366 | None | Volume 1 Item No 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.
| Cum | 8460.93 | 8460.93 | 13.65 | False | None | None | False | None | False | 115491.6945 | 0 | | 3077849 | 105366 | None | Volume 1 Item No 2.11 h | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures"
| Tonne | 97894.63 | 97894.63 | 0.17 | False | None | None | False | None | False | 16642.0871 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 F-Road furniture | 2354249.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077850 | 105367 | None | Volume 3 Item No 8.7 ( Page No 6 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing"
| Sqm | 11163.39 | 11163.39 | 0.81 | False | None | None | False | None | False | 9042.3459 | 0 | | 3077851 | 105367 | None | Volume 3 Item No 8.5 ii | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle
| Each | 5803.48 | 5803.48 | 8.0 | False | None | None | False | None | False | 46427.84 | 0 | | 3077852 | 105367 | None | Volume 3 Item No 8.5 iv | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of
IRC:67:2022. (ii) 60 cm equilateral triangle"
| Each | 4430.66 | 4430.66 | 11.0 | False | None | None | False | None | False | 48737.26 | 0 | | 3077853 | 105367 | None | Volume 3 Item No 8.5 viii | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm circular
| Each | 5323.98 | 5323.98 | 10.0 | False | None | None | False | None | False | 53239.8 | 0 | | 3077854 | 105367 | None | Volume 3 Item No 8.5 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x ) 80 mm x 60 mm rectangular
| Each | 6711.66 | 6711.66 | 10.0 | False | None | None | False | None | False | 67116.6 | 0 | | 3077855 | 105367 | None | Volume 3 Item No 8.5 xii ( Page No 64 ) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xii) 60 cm x 45 cm rectangular | Each | 5233.54 | 5233.54 | 6.0 | False | None | None | False | None | False | 31401.24 | 0 | | 3077856 | 105367 | None | Volume 3 Item No 8.5 xv ( Page No 64 ) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xv) 90 cm high octagon | Each | 8055.98 | 8055.98 | 2.0 | False | None | None | False | None | False | 16111.96 | 0 | | 3077857 | 105367 | None | Volume 3 Item No 8.7 ( Page No 65 ) | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 11163.39 | 11163.39 | 2.88 | False | None | None | False | None | False | 32150.5632 | 0 | | 3077858 | 105367 | None | Volume 3 Item No 8.15 ( Page No 67 ) | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 656.67 | 656.67 | 656.5 | False | None | None | False | None | False | 431103.855 | 0 | | 3077859 | 105367 | None | Volume 3 Item No 8.13 (i) ( Page No 66 ) | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) | Sqm | 251.52 | 251.52 | 5.12 | False | None | None | False | None | False | 1287.7824 | 0 | | 3077860 | 105367 | None | Volume 3 Item No 8.16 (ii) ( Page No 67 ) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast) | Each | 3626.55 | 3626.55 | 2.0 | False | None | None | False | None | False | 7253.1 | 0 | | 3077861 | 105367 | None | Volume 3 Item No 8.16 (iii) ( Page No 67 ) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) | Each | 1043.24 | 1043.24 | 8.0 | False | None | None | False | None | False | 8345.92 | 0 | | 3077862 | 105367 | None | Volume 3 Item No 8.4 ( Page No 63 ) | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman | cm | 1.12 | 1.12 | 1100.0 | False | None | None | False | None | False | 1232.0 | 0 | | 3077863 | 105367 | None | Volume 3 Item No 8.17 ( Page No 67 ) | Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. | No | 2504.02 | 2504.02 | 20.0 | False | None | None | False | None | False | 50080.4 | 0 | | 3077864 | 105367 | None | Volume Item No 8.60.2 ii ( Page No ) | Intermediate lane with formation width of 7.50 m | Unit | 56317.51 | 56317.51 | 2.0 | False | None | None | False | None | False | 112635.02 | 0 | | 3077865 | 105367 | None | Volume 1 Item No 1.14.1 ( Page No 8 ) | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 132.3 | False | None | None | False | None | False | 16720.074 | 0 | | 3077866 | 105367 | None | Volume 3 Item No 8.29(i) ( Page No 71 ) | Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per
IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service | Rmtr | 2740.67 | 2740.67 | 60.0 | False | None | None | False | None | False | 164440.2 | 0 | | 3077867 | 105367 | None | Volume 3 Item No 8.43 ( Page No 74 ) | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Each | 452.24 | 452.24 | 293.0 | False | None | None | False | None | False | 132506.32 | 0 | | 3077868 | 105367 | None | Volume 3 Item No 8.25( i) ( Page No 69 ) | Metal Beam Crash Barrier
(i)Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel
vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 | Rmtr | 4509.96 | 4509.96 | 200.0 | False | None | None | False | None | False | 901992.0 | 0 | | 3077869 | 105367 | None | Volume 3 Item No 8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin
| No | 926.77 | 926.77 | 240.0 | False | None | None | False | None | False | 222424.8 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681F Water supply | 187141.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077870 | 105368 | None | Volume 1 Item No 1.6.1 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.
| Cum | 599.68 | 599.68 | 167.4 | False | None | None | False | None | False | 100386.432 | 0 | | 3077871 | 105368 | None | Volume 5 Item No 10.1.4 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for:
| m | 199.48 | 199.48 | 250.0 | False | None | None | False | None | False | 49870.0 | 0 | | 3077872 | 105368 | None | Volume 5 Item No 10.1.5 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for:
| m | 272.58 | 272.58 | 60.0 | False | None | None | False | None | False | 16354.8 | 0 | | 3077873 | 105368 | None | Volume 5 Item No 2.23 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete
| Nos | 6857.87 | 6857.87 | 2.0 | False | None | None | False | None | False | 13715.74 | 0 | | 3077874 | 105368 | None | Volume 5 Item No 2.5 | Providing and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 forservice connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads etc. complete
| Nos | 3407.25 | 3407.25 | 2.0 | False | None | None | False | None | False | 6814.5 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 F Electrical estimate | 481819.54 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077875 | 105369 | None | UNI SR 2023-24 , Item. 1.1.1 | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr LongSteel/RCC/PSCC supports as per approved Drawing.---Ordinary Soil | Per Pit | 779.33 | 779.33 | 5.0 | False | None | None | False | None | False | 3896.65 | 0 | | 3077876 | 105369 | None | UNI SR 2023-25, Item. 1.01 | RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 | Nos. | 8767.16 | 8767.16 | 5.0 | False | None | None | False | None | False | 43835.8 | 0 | | 3077877 | 105369 | None | UNI SR 2023-26, Item. 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth | Nos. | 1379.01 | 1379.01 | 5.0 | False | None | None | False | None | False | 6895.05 | 0 | | 3077878 | 105369 | None | UNI SR 2023-27, Item. 1.06 | PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018)as per REC Standards | Nos. | 5202.56 | 5202.56 | 2.0 | False | None | None | False | None | False | 10405.12 | 0 | | 3077879 | 105369 | None | UNI SR 2023-28, Item. 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth | Nos. | 1379.01 | 1379.01 | 2.0 | False | None | None | False | None | False | 2758.02 | 0 | | 3077880 | 105369 | None | UNI SR 2023-29, Item. 2.03 | 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018) | No | 1089.08 | 1089.08 | 5.0 | False | None | None | False | None | False | 5445.4 | 0 | | 3077881 | 105369 | None | UNI SR 2023-30, Item. 3.01 | 11 kV, Cross Arm with HT Top Support(glass reinforced hot pressed SMC compound) | Set | 890.84 | 890.84 | 5.0 | False | None | None | False | None | False | 4454.2 | 0 | | 3077882 | 105369 | None | UNI SR 2023-31, Item. 6.05 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) | Nos. | 254.0 | 254.0 | 15.0 | False | None | None | False | None | False | 3810.0 | 0 | | 3077883 | 105369 | None | UNI SR 2023-32, Item. 6.08 | DISC Insulator 45 kN Porcelain | Nos. | 631.89 | 631.89 | 2.0 | False | None | None | False | None | False | 1263.78 | 0 | | 3077884 | 105369 | None | UNI SR 2023-33, Item. 6.05 | Releasing of Rabbit Conductor | Per Km | 4970.87 | 4970.87 | 0.675 | False | None | None | False | None | False | 3355.33725 | 0 | | 3077885 | 105369 | None | UNI SR 2023-34, Item. 7.02 | ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM | Per Km | 57283.93 | 57283.93 | 0.675 | False | None | None | False | None | False | 38666.65275 | 0 | | 3077886 | 105369 | None | UNI SR 2023-35, Item. 6.02 | Stringing of Rabbit Conductor (including pin binding, providingjumps, dead ending, etc.,) | Per Km | 6483.69 | 6483.69 | 0.675 | False | None | None | False | None | False | 4376.49075 | 0 | | 3077887 | 105369 | None | UNI SR 2023-36, Item. 9.03 | PG Clamp Rabbit to Rabbit | No | 126.38 | 126.38 | 15.0 | False | None | None | False | None | False | 1895.7 | 0 | | 3077888 | 105369 | None | UNI SR 2023-37, Item. 10.06 | T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers | Set | 391.52 | 391.52 | 15.0 | False | None | None | False | None | False | 5872.8 | 0 | | 3077889 | 105369 | None | UNI SR 2023-38, Item. 2.05 | LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018) | No | 358.07 | 358.07 | 1.0 | False | None | None | False | None | False | 358.07 | 0 | | 3077890 | 105369 | None | UNI SR 2023-39, Item. 2.07 | LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018) | No | 163.55 | 163.55 | 1.0 | False | None | None | False | None | False | 163.55 | 0 | | 3077891 | 105369 | None | UNI SR 2023-40, Item. 5.02 | Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole | Set | 151.16 | 151.16 | 1.0 | False | None | None | False | None | False | 151.16 | 0 | | 3077892 | 105369 | None | UNI SR 2023-41, Item. 5.01 | Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole | Set | 151.16 | 151.16 | 1.0 | False | None | None | False | None | False | 151.16 | 0 | | 3077893 | 105369 | None | UNI SR 2023-42, Item. 6.03 | 1.1 kV Ceramic Pin Insulator (Shell only) | Nos. | 38.41 | 38.41 | 5.0 | False | None | None | False | None | False | 192.05 | 0 | | 3077894 | 105369 | None | UNI SR 2023-43, Item. 6.06 | No. 8 Strain Insulator | Nos. | 33.45 | 33.45 | 5.0 | False | None | None | False | None | False | 167.25 | 0 | | 3077895 | 105369 | None | UNI SR 2023-44, Item. 2.16 | Spiral Earth Electrode | Nos. | 296.12 | 296.12 | 7.0 | False | None | None | False | None | False | 2072.84 | 0 | | 3077896 | 105369 | None | UNI SR 2023-45, Item. 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing | m | 115.23 | 115.23 | 7.0 | False | None | None | False | None | False | 806.61 | 0 | | 3077897 | 105369 | None | UNI SR 2023-46, Item. 24.01 | 11 kV, GOSa) 200 Amps, Single Break | Set | 11708.55 | 11708.55 | 1.0 | False | None | None | False | None | False | 11708.55 | 0 | | 3077898 | 105369 | None | UNI SR 2023-47, Item. 13.02 | Labour for 11 kV, GOSa) 200 Amps, Single Break | Set | 1367.86 | 1367.86 | 1.0 | False | None | None | False | None | False | 1367.86 | 0 | | 3077899 | 105369 | None | UNI SR 2023-48, Item. 1.8.1.a | A) Base Concreting with CC 1:4: 8---a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) | Each | 338.25 | 338.25 | 7.0 | False | None | None | False | None | False | 2367.75 | 0 | | 3077900 | 105369 | None | UNI SR 2023-49, Item. 1.8.1.b | A) Base Concreting with CC 1:4: 8---b Pole base for 9 Mtr Square Pole (650x650x150mm) | Each | 438.61 | 438.61 | 7.0 | False | None | None | False | None | False | 3070.27 | 0 | | 3077901 | 105369 | None | UNI SR 2023-50, Item. 1.8.2.a | B) Pole Concreting with CC 1:2:4 (without coping)---9 Mtr support (650x500x1700mm) | Each | 3912.76 | 3912.76 | 7.0 | False | None | None | False | None | False | 27389.32 | 0 | | 3077902 | 105369 | None | UNI SR 2023-51, Item. 1.8.2.g | B) Pole Concreting with CC 1:2:4 (without coping)---Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement) | Each | 247.8 | 247.8 | 1.0 | False | None | None | False | None | False | 247.8 | 0 | | 3077903 | 105369 | None | UNI SR 2023-52, Item. 21.02 | Transporation by Head Load where ever there is noaccessability for transporation by vechicle---for Poles 25 to 105 Mtr | Per Pole | 353.12 | 353.12 | 5.0 | False | None | None | False | None | False | 1765.6 | 0 | | 3077904 | 105369 | None | UNI SR 2023-53, Item. 22.02 | For ACSR Conductors 25 to 105 Mtr | Per Km | 152.4 | 152.4 | 0.675 | False | None | None | False | None | False | 102.87 | 0 | | 3077905 | 105369 | None | UNI SR 2023-54, Item. 26.02 | Loading and unloading of Pole (loading of Pole to vehicles at stores and unloading at workspot)NOTE:- Consolidated amount for both loading and unloading.---9 Mtr RCC/PSCC Pole | No | 175.94 | 175.94 | 5.0 | False | None | None | False | None | False | 879.7 | 0 | | 3077906 | 105369 | None | UNI SR 2023-54, Item. 5.06 | Fixing of HT/LT Single Top Support | Each | 138.77 | 138.77 | 5.0 | False | None | None | False | None | False | 693.85 | 0 | | 3077907 | 105369 | None | UNI SR 2023-55, Item. 3.01 | Erection of Double Pole Transformer Structure using
9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole
including fixing of Structure Materials, Erection of
Poles etc., complete for mounting of Transformer
as per approved drawing For 25/63/100 kVA | Per Structure | 7093.28 | 7093.28 | 3.0 | False | None | None | False | None | False | 21279.84 | 0 | | 3077908 | 105369 | None | UNI SR 2023-55, Item. 21.04 | Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977
For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI | Set | 29815.3 | 29815.3 | 3.0 | False | None | None | False | None | False | 89445.9 | 0 | | 3077909 | 105369 | None | UNI SR 2023-56, Item. 6.08 | DISC Insulator 45 kN Porcelain | No | 631.89 | 631.89 | 2.0 | False | None | None | False | None | False | 1263.78 | 0 | | 3077910 | 105369 | None | UNI SR 2023-56, Item. 19.02 | 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR | No | 1962.58 | 1962.58 | 9.0 | False | None | None | False | None | False | 17663.22 | 0 | | 3077911 | 105369 | None | UNI SR 2023-56, Item. 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC
Pole - 9 Mtr Long, 300Kg WL - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63
Dtd 24.11.2018) | Set | 7930.84 | 7930.84 | 3.0 | False | None | None | False | None | False | 23792.52 | 0 | | 3077912 | 105369 | None | UNI SR 2023-56, Item. 67.2 | Caution/Danger Board | No | 185.85 | 185.85 | 3.0 | False | None | None | False | None | False | 557.55 | 0 | | 3077913 | 105369 | None | UNI SR 2023-56, Item. 4.02 | Anti Climbing Device (12 Mtr GI Barbed wire | No | 110.27 | 110.27 | 3.0 | False | None | None | False | None | False | 330.81 | 0 | | 3077914 | 105369 | None | UNI SR 2023-56, Item. 6.18.3 | 8 SWG GI Wire (44/6.18.3) | Mtr | 23.54 | 23.54 | 450.0 | False | None | None | False | None | False | 10593.0 | 0 | | 3077915 | 105369 | None | UNI SR 2023-56, Item. 17.01 | LT Protection Kit (Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018) | No | 2506.5 | 2506.5 | 3.0 | False | None | None | False | None | False | 7519.5 | 0 | | 3077916 | 105369 | None | UNI SR 2023-56, Item. 15.17.1 | LT Wiring Kit 63/100 KVA (87/15.17.1) | Set | 5263.52 | 5263.52 | 3.0 | False | None | None | False | None | False | 15790.56 | 0 | | 3077917 | 105369 | None | UNI SR 2023-56, Item. 20.01 | 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos) | Set | 1324.49 | 1324.49 | 3.0 | False | None | None | False | None | False | 3973.47 | 0 | | 3077918 | 105369 | None | UNI SR 2023-57, Item. 24.01 | GOS as per IS-9921, IS-1977
174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018) | Set | 11708.55 | 11708.55 | 1.0 | False | None | None | False | None | False | 11708.55 | 0 | | 3077919 | 105369 | None | UNI SR 2023-57, Item. 24.04 | H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing
New GOS for sectionalisation) - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018) | Set | 5367.35 | 5367.35 | 3.0 | False | None | None | False | None | False | 16102.05 | 0 | | 3077920 | 105369 | None | UNI SR 2023-69, Item. 27.02 | 27 Loading & Unloading of Transformer (when maintaincemen for loading and unloading are not available in store)Loading--- 25 kVA ---63 kVA | No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3077921 | 105369 | None | UNI SR 2023-70, Item. 27.03 | 27 Loading & Unloading of Transformer (when maintaincemen for loading and unloading are not available in store)Loading--- 25 kVA ---- 100 kVA | No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3077922 | 105369 | None | UNI SR 2023-71, Item. 27.07 | Un loading---63 kVA | No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3077923 | 105369 | None | UNI SR 2023-72, Item. 27.08 | Un loading---100 kVA | No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3077924 | 105369 | None | UNI SR 2023-72, Item. 24.02 | Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr | Per Unit | 1172.09 | 1172.09 | 3.0 | False | None | None | False | None | False | 3516.27 | 0 | | 3077925 | 105369 | None | UNI SR 2023-74, Item. 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018) | Set | 7930.84 | 7930.84 | 1.0 | False | None | None | False | None | False | 7930.84 | 0 | | 3077926 | 105369 | None | UNI SR 2023-75, Item. 54.01 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg | Unit | 920.58 | 920.58 | 12.0 | False | None | None | False | None | False | 11046.96 | 0 | | 3077927 | 105369 | None | UNI SR 2023-76, Item. 54.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each | Unit | 837.56 | 837.56 | 12.0 | False | None | None | False | None | False | 10050.72 | 0 | | 3077928 | 105369 | None | UNI SR 2023-77, Item. 54.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag | Unit | 384.09 | 384.09 | 12.0 | False | None | None | False | None | False | 4609.08 | 0 | | 3077929 | 105369 | None | UNI SR 2023-78, Item. 54.04 | Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified | Unit | 2691.11 | 2691.11 | 12.0 | False | None | None | False | None | False | 32293.32 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681F 1st year maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077930 | 105370 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.
" 16.00 qty to be executed) | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077931 | 105370 | None | PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (1200Rmtr Qty to be executed)
"
| Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077932 | 105370 | None | PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No91) | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(98.40 Sqm Qty to be executed)
"
600sqm to be executed | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077933 | 105370 | None | PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(110Sqm qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077934 | 105370 | None | PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. PWD, Bangalore, (30 cum qty to be executed) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 F 2nd year maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077935 | 105371 | None | PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(24.00 qty to be executed)
"
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077936 | 105371 | None | PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(1600Rmtr
qty to be executed) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077937 | 105371 | None | PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(600Sqm qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077938 | 105371 | None | PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (110 Sqm Qty to be executed)
"
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3077939 | 105371 | None | PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 ) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete.
(30Cum qty to be executed) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681F 3rd year maintenance | 169991.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077940 | 105372 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 545.36 | 545.36 | 25.14 | False | None | None | False | None | False | 13710.3504 | 0 | | 3077941 | 105372 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.33 | 8.33 | 1676.0 | False | None | None | False | None | False | 13961.08 | 0 | | 3077942 | 105372 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 54.12 | 54.12 | 188.55 | False | None | None | False | None | False | 10204.326 | 0 | | 3077943 | 105372 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 134.6 | 134.6 | 628.5 | False | None | None | False | None | False | 84596.1 | 0 | | 3077944 | 105372 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 2753.16 | 2753.16 | 2.1 | False | None | None | False | None | False | 5781.636 | 0 | | 3077945 | 105372 | None | SR 2023-24 Vol. 3 Item No 16.24i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | No | 285.86 | 285.86 | 10.0 | False | None | None | False | None | False | 2858.6 | 0 | | 3077946 | 105372 | None | UNI SR 2023-24 Vol. 3 Item No 10.4 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 217.87 | 217.87 | 57.61 | False | None | None | False | None | False | 12551.4907 | 0 | | 3077947 | 105372 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 131.83 | 131.83 | 99.0 | False | None | None | False | None | False | 13051.17 | 0 | | 3077948 | 105372 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 151.26 | 151.26 | 87.0 | False | None | None | False | None | False | 13159.62 | 0 | | 3077949 | 105372 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 285.86 | 285.86 | 0.41 | False | None | None | False | None | False | 117.2026 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 F 4th year maintenance | 152122.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077950 | 105373 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 564.84 | 564.84 | 25.14 | False | None | None | False | None | False | 14200.0776 | 0 | | 3077951 | 105373 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.62 | 8.62 | 1676.0 | False | None | None | False | None | False | 14447.12 | 0 | | 3077952 | 105373 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 56.05 | 56.05 | 188.55 | False | None | None | False | None | False | 10568.2275 | 0 | | 3077953 | 105373 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 139.41 | 139.41 | 628.5 | False | None | None | False | None | False | 87619.185 | 0 | | 3077954 | 105373 | None | UNI SR 2023-24 Vol. 3 Item No 10.4 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 225.65 | 225.65 | 57.61 | False | None | None | False | None | False | 12999.6965 | 0 | | 3077955 | 105373 | None | SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. -do- in all kinds of soil by mechanical means. | Cum | 136.54 | 136.54 | 90.0 | False | None | None | False | None | False | 12288.6 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 F -5th year maintenance | 170824.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077956 | 105374 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 584.31 | 584.31 | 25.14 | False | None | None | False | None | False | 14689.5534 | 0 | | 3077957 | 105374 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.92 | 8.92 | 1676.0 | False | None | None | False | None | False | 14949.92 | 0 | | 3077958 | 105374 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 57.99 | 57.99 | 188.55 | False | None | None | False | None | False | 10934.0145 | 0 | | 3077959 | 105374 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 144.22 | 144.22 | 628.5 | False | None | None | False | None | False | 90642.27 | 0 | | 3077960 | 105374 | None | UNI SR 2023-24 Vol. 3 Item No 10.4 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 233.43 | 233.43 | 115.22 | False | None | None | False | None | False | 26895.8046 | 0 | | 3077961 | 105374 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 141.25 | 141.25 | 90.0 | False | None | None | False | None | False | 12712.5 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 F 6th year maintenance | 6855255.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077962 | 105375 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 3048.14 | 3048.14 | 2.09 | False | None | None | False | None | False | 6370.6126 | 0 | | 3077963 | 105375 | None | SR 2023-24 Vol. 3 Item No 16.24 i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Nos | 316.49 | 316.49 | 10.0 | False | None | None | False | None | False | 3164.9 | 0 | | 3077964 | 105375 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 145.95 | 145.95 | 90.0 | False | None | None | False | None | False | 13135.5 | 0 | | 3077965 | 105375 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 167.46 | 167.46 | 87.0 | False | None | None | False | None | False | 14569.02 | 0 | | 3077966 | 105375 | None | UNI SR 2023-24 Vol. 3 Item No 5.3i Pg. No. 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 18.44 | 18.44 | 11522.5 | False | None | None | False | None | False | 212474.9 | 0 | | 3077967 | 105375 | None | UNI SR 2023-24 Vol. 3 Item No 5.16 c Pg. No. 37 | Providing and laying Bituminous Concrete Grading II for traffic less than 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 16829.29 | 16829.29 | 345.68 | False | None | None | False | None | False | 5817548.9672 | 0 | | 3077968 | 105375 | None | UNI SR 2023-24 Vol. 3 Item No 3.6 Pg. No. 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 757.43 | 757.43 | 191.44 | False | None | None | False | None | False | 145002.3992 | 0 | | 3077969 | 105375 | None | UNI SR 2023-24 Vol. 3 Item No 8.15 Pg. No. 67 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 814.27 | 814.27 | 628.5 | False | None | None | False | None | False | 511768.695 | 0 | | 3077970 | 105375 | None | UNI SR 2023-24 Vol. 3 Item No 8.43 Pg. No. 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Nos | 560.77 | 560.77 | 234.0 | False | None | None | False | None | False | 131220.18 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 G Flexible pavement | 17771707.16 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077971 | 105376 | None | UNI SR 2023-24 Vol 3 Item No 2.5 (Page 9) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | Sqm | 486.93 | 486.93 | 60.0 | False | None | None | False | None | False | 29215.8 | 0 | | 3077972 | 105376 | None | UNI SR 2023-24 Vol 1 Item No 1.12 (Page No 8) | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) for Earthen Drains | Cum | 117.71 | 117.71 | 1980.0 | False | None | None | False | None | False | 233065.8 | 0 | | 3077973 | 105376 | None | UNI SR 2023-24 Vol1 Item No 1.12 ( Page No 8) | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) for Box Culvert | Cum | 117.71 | 117.71 | 530.61 | False | None | None | False | None | False | 62458.1031 | 0 | | 3077974 | 105376 | None | UNI SR 2023-24 Volume 1 Item No 1.7 Page No 7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. | Cum | 147.44 | 147.44 | 477.55 | False | None | None | False | None | False | 70409.972 | 0 | | 3077975 | 105376 | None | UNI SR 2023-24 Volume 1 Item No 1.8 Page No 7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 587.29 | 587.29 | 1086.85 | False | None | None | False | None | False | 638296.1365 | 0 | | 3077976 | 105376 | None | UNI SR 2023-24 Volume 3 Item No 3.6 Page No 1 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 610.83 | 610.83 | 549.12 | False | None | None | False | None | False | 335418.9696 | 0 | | 3077977 | 105376 | None | UNI SR 2023-24 Vol3 Item No 4.2 (v) ( Page 23) | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material | Cum | 2922.8 | 2922.8 | 90.0 | False | None | None | False | None | False | 263052.0 | 0 | | 3077978 | 105376 | None | UNI SR 2023-24 Volume 3 Item No 4.17 Page No 26 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 135.0 | False | None | None | False | None | False | 428031.0 | 0 | | 3077979 | 105376 | None | UNI SR 2023-24 Volume 3 Item No 5.3 Page No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.87 | 14.87 | 13870.6 | False | None | None | False | None | False | 206255.822 | 0 | | 3077980 | 105376 | None | UNI SR 2023-24 Vol 3 Item No 5.12 (C ) Page35 | Dense Graded Bituminous Macadam Grading - II for traffic less than20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11707.31 | 11707.31 | 728.21 | False | None | None | False | None | False | 8525380.2151 | 0 | | 3077981 | 105376 | None | UNI SR 2023-24 Volume 3 Item No 5.16C ( Page 38) | Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. | Cum | 13572.01 | 13572.01 | 416.11 | False | None | None | False | None | False | 5647449.0811 | 0 | | 3077982 | 105376 | None | UNI SR 2023-24 Volume Item No 6.8.2 ( Page 51)No | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid eparately as per relevant technical specification) | Sqm | 1438.48 | 1438.48 | 900.0 | False | None | None | False | None | False | 1294632.0 | 0 | | 3077983 | 105376 | None | UNI SR 2023-24 Volume 3 Item No 16.29 ( Page 149) | i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 | No | 19021.13 | 19021.13 | 2.0 | False | None | None | False | None | False | 38042.26 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 G CD repair | 109389.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077984 | 105377 | None | UNI SR 2023-24 Volume 1 Item No 1.14.1 Page 8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 384.0 | False | None | None | False | None | False | 48529.92 | 0 | | 3077985 | 105377 | None | UNI SR 2023-24 Volume 1 Item No 2.11 h (Page 18) | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 0.06 | False | None | None | False | None | False | 5873.6778 | 0 | | 3077986 | 105377 | None | UNI SR 2023-24 Volume 1 Item No 2.2.1 ( Page 15) | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8412.76 | 8412.76 | 4.32 | False | None | None | False | None | False | 36343.1232 | 0 | | 3077987 | 105377 | None | PWD SR 2023-24 Volume 3 Item No 8.1 ( Page No 66) | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. | Sqm | 130.1 | 130.1 | 27.6 | False | None | None | False | None | False | 3590.76 | 0 | | 3077988 | 105377 | None | UNI SR 2023-24 Volume 3 Item No 8.4 Page No 63 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) | cm | 1.12 | 1.12 | 200.0 | False | None | None | False | None | False | 224.0 | 0 | | 3077989 | 105377 | None | UNI SR 2023-24 Volume 3 Item No 8.18 ( Page 67) | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | No | 926.77 | 926.77 | 16.0 | False | None | None | False | None | False | 14828.32 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 G Junction estimate | 158272.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077990 | 105378 | None | UNI SR 2023-24 Volume 3 Item No 2.5 Page No 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | Sqm | 486.93 | 486.93 | 0.24 | False | None | None | False | None | False | 116.8632 | 0 | | 3077991 | 105378 | None | UNI SR 2023-24 Volume 3 Item No 3.6 Page No 1 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 610.83 | 610.83 | 3.32 | False | None | None | False | None | False | 2027.9556 | 0 | | 3077992 | 105378 | None | UNI SR 2023-24 Volume 3 Item No 5.3 Page No 3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.87 | 14.87 | 155.0 | False | None | None | False | None | False | 2304.85 | 0 | | 3077993 | 105378 | None | UNI SR 2023-24 Volume 3 Item No 5.12 (C ) Page 35 | Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11707.31 | 11707.31 | 7.76 | False | None | None | False | None | False | 90848.7256 | 0 | | 3077994 | 105378 | None | UNI SR 2023-24 Volume 3 Item No 5.16C Page No 38 | Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.01 | 13572.01 | 4.64 | False | None | None | False | None | False | 62974.1264 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 G Road furniture | 1504537.55 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3077995 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.7 Page No 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 11163.39 | 11163.39 | 1.62 | False | None | None | False | None | False | 18084.6918 | 0 | | 3077996 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.5 ii Page 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle | Each | 5803.48 | 5803.48 | 12.0 | False | None | None | False | None | False | 69641.76 | 0 | | 3077997 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.5 iv Page 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 60 cm equilateral triangle | Each | 4430.66 | 4430.66 | 4.0 | False | None | None | False | None | False | 17722.64 | 0 | | 3077998 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.5 x (Page 64) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x ) 80 mm x 60 mm rectangular | Each | 5323.98 | 5323.98 | 14.0 | False | None | None | False | None | False | 74535.72 | 0 | | 3077999 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.5 xii ( Page 64) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xii) 60 cm x 45 cm rectangular | Each | 6711.66 | 6711.66 | 6.0 | False | None | None | False | None | False | 40269.96 | 0 | | 3078000 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.5 xii Page 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xii) 60 cm x 45 cm rectangular | Each | 5233.54 | 5233.54 | 24.0 | False | None | None | False | None | False | 125604.96 | 0 | | 3078001 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.5 xv Page 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xv) 90 cm high octagon | Each | 8055.98 | 8055.98 | 2.0 | False | None | None | False | None | False | 16111.96 | 0 | | 3078002 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.7 Page No 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 11163.39 | 11163.39 | 2.88 | False | None | None | False | None | False | 32150.5632 | 0 | | 3078003 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.15 (Page No 67) | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 656.67 | 656.67 | 784.2 | False | None | None | False | None | False | 514960.614 | 0 | | 3078004 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.13 (i) ( Page66) | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) | Sqm | 251.52 | 251.52 | 5.12 | False | None | None | False | None | False | 1287.7824 | 0 | | 3078005 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.16(i) ( Page 66) | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast) | Each | 3626.55 | 3626.55 | 3.0 | False | None | None | False | None | False | 10879.65 | 0 | | 3078006 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.16 (iii) page 63 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) | Each | 1043.24 | 1043.24 | 9.0 | False | None | None | False | None | False | 9389.16 | 0 | | 3078007 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.4 ( Page No 63) | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman | cm | 1.12 | 1.12 | 1320.0 | False | None | None | False | None | False | 1478.4 | 0 | | 3078008 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.18 Page No67 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | Each | 926.77 | 926.77 | 40.0 | False | None | None | False | None | False | 37070.8 | 0 | | 3078009 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.17 Page No 67 | Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. | No | 2504.02 | 2504.02 | 16.0 | False | None | None | False | None | False | 40064.32 | 0 | | 3078010 | 105379 | None | UNI SR 2023-24 Volume 3 Item No ( Page No 80 ) | Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for
Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 | Unit | 56317.51 | 56317.51 | 6.0 | False | None | None | False | None | False | 337905.06 | 0 | | 3078011 | 105379 | None | UNI SR 2023-24 Volume 3 Item No 8.43 ( Page 74) | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Each | 452.24 | 452.24 | 348.0 | False | None | None | False | None | False | 157379.52 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 G Drains | 643011.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078012 | 105380 | None | UNI SR 2023-24 Volume 1 Item No 1.14.1 ( Page 8) | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or
& stacking the selected earth for reuse m including cost of labour, tools, usage
required to complete the work In all kinds of soils Depth upto 3 m
| Cum | 126.38 | 126.38 | 182.4 | False | None | None | False | None | False | 23051.712 | 0 | | 3078013 | 105380 | None | UNI SR 2023-24 Volume 1 Item No 2.1.3 ( Page 15) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 16.0 | False | None | None | False | None | False | 118725.92 | 0 | | 3078014 | 105380 | None | UNI SR 2023-24 Volume 1 Item No 2.11 h (Page 18) | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 1.38 | False | None | None | False | None | False | 135094.5894 | 0 | | 3078015 | 105380 | None | UNI SR 2023-24 Volume 1 Item No 2.4.2 ( Page 15) | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for raft | Cum | 7834.2 | 7834.2 | 12.8 | False | None | None | False | None | False | 100277.76 | 0 | | 3078016 | 105380 | None | UNI SR 2023-24 Volume 1 Item No 2.4.2 ( Page 15) | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for wall | Cum | 10576.17 | 10576.17 | 24.0 | False | None | None | False | None | False | 253828.08 | 0 | | 3078017 | 105380 | None | UNI SR 2023-24 Volume 1 Item No 2.4.2 ( Page 15) | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for Cover slab | Cum | 9401.04 | 9401.04 | 1.28 | False | None | None | False | None | False | 12033.3312 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 G 1st year maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078018 | 105381 | None | UNI SR 2023-24 Volume 3 Item No 2.6 ( Page No 9) | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. (20.00 qty to be executed)
| 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078019 | 105381 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.
(1500 rmtr qty to be executed) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078020 | 105381 | None | UNI SR 2023-24 Volume 3 Item No 10.2 ( Page 91) | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003( 750 Sqm qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078021 | 105381 | None | UNI SR 2023-24 Volume 3 Item No 10.3 ( Page 91) | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 (750
.00 sqm qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078022 | 105381 | None | UNI SR 2023-24 Volume 3 Item No 10.5 ( Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (137.50sqm qty to be executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078023 | 105381 | None | UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. PWD, Bangalore, (180.00cum qty to be executed)
| Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 G 2nd year maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078024 | 105382 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(30.00 Qty to be executed) | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078025 | 105382 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(2000 rmtr qty to be executed) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078026 | 105382 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003(225.00 qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078027 | 105382 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(750.00qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078028 | 105382 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (137
.50qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078029 | 105382 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 G 3rd year maintenance | 202330.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078030 | 105383 | None | UNI SR 2023-24 Vol. 3 Item No 2.5 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 545.36 | 545.36 | 30.0 | False | None | None | False | None | False | 16360.8 | 0 | | 3078031 | 105383 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.33 | 8.33 | 2000.0 | False | None | None | False | None | False | 16660.0 | 0 | | 3078032 | 105383 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 54.12 | 54.12 | 225.0 | False | None | None | False | None | False | 12177.0 | 0 | | 3078033 | 105383 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 134.6 | 134.6 | 750.0 | False | None | None | False | None | False | 100950.0 | 0 | | 3078034 | 105383 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 2753.16 | 2753.16 | 2.5 | False | None | None | False | None | False | 6882.9 | 0 | | 3078035 | 105383 | None | UNI SR 2023-24 Vol. 3 Item No 16.24i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | No | 285.86 | 285.86 | 8.0 | False | None | None | False | None | False | 2286.88 | 0 | | 3078036 | 105383 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 591.15 | 591.15 | 68.75 | False | None | None | False | None | False | 40641.5625 | 0 | | 3078037 | 105383 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 131.83 | 131.83 | 45.0 | False | None | None | False | None | False | 5932.35 | 0 | | 3078038 | 105383 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 151.26 | 151.26 | 2.9 | False | None | None | False | None | False | 438.654 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 G 4th year maintenance | 199591.13 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078039 | 105384 | None | UNI SR 2023-24 Vol. 3 Item No 2.5 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using mechanical means using Dozer in area of light jungle | Sqm | 564.84 | 564.84 | 30.0 | False | None | None | False | None | False | 16945.2 | 0 | | 3078040 | 105384 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.62 | 8.62 | 2000.0 | False | None | None | False | None | False | 17240.0 | 0 | | 3078041 | 105384 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 56.05 | 56.05 | 225.0 | False | None | None | False | None | False | 12611.25 | 0 | | 3078042 | 105384 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 139.41 | 139.41 | 750.0 | False | None | None | False | None | False | 104557.5 | 0 | | 3078043 | 105384 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 612.26 | 612.26 | 68.75 | False | None | None | False | None | False | 42092.875 | 0 | | 3078044 | 105384 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. -do- in all kinds of soil by mechanical means. | Cum | 136.54 | 136.54 | 45.0 | False | None | None | False | None | False | 6144.3 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 G 5th year maintenance | 250028.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078045 | 105385 | None | UNI SR 2023-24 Vol. 3 Item No 2.5 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using mechanical means using Dozer in area of light jungle | Sqm | 584.31 | 584.31 | 30.0 | False | None | None | False | None | False | 17529.3 | 0 | | 3078046 | 105385 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.92 | 8.92 | 2000.0 | False | None | None | False | None | False | 17840.0 | 0 | | 3078047 | 105385 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 57.99 | 57.99 | 225.0 | False | None | None | False | None | False | 13047.75 | 0 | | 3078048 | 105385 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 144.22 | 144.22 | 750.0 | False | None | None | False | None | False | 108165.0 | 0 | | 3078049 | 105385 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 633.38 | 633.38 | 137.5 | False | None | None | False | None | False | 87089.75 | 0 | | 3078050 | 105385 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 141.25 | 141.25 | 45.0 | False | None | None | False | None | False | 6356.25 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 G -6th year maintenance | 8170859.69 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078051 | 105386 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 3048.14 | 3048.14 | 2.5 | False | None | None | False | None | False | 7620.35 | 0 | | 3078052 | 105386 | None | UNI SR 2023-24 Vol. 3 Item No 16.24 i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Nos | 316.49 | 316.49 | 8.0 | False | None | None | False | None | False | 2531.92 | 0 | | 3078053 | 105386 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 167.46 | 167.46 | 43.5 | False | None | None | False | None | False | 7284.51 | 0 | | 3078054 | 105386 | None | UNI SR 2023-24 Vol. 3 Item No 5.3i Pg. No. 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 18.44 | 18.44 | 13750.0 | False | None | None | False | None | False | 253550.0 | 0 | | 3078055 | 105386 | None | UNI SR 2023-24 Vol. 3 Item No 5.16B Pg. No. 37 | Providing and laying Bituminous Concrete Grading II for traffic Less than20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 16829.29 | 16829.29 | 412.5 | False | None | None | False | None | False | 6942082.125 | 0 | | 3078056 | 105386 | None | UNI SR 2023-24 Vol. 3 Item No 3.6 Pg. No. 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 Percent) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 757.43 | 757.43 | 200.97 | False | None | None | False | None | False | 152220.7071 | 0 | | 3078057 | 105386 | None | UNI SR 2023-24 Vol. 3 Item No 8.15 Pg. No. 67 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 814.27 | 814.27 | 750.0 | False | None | None | False | None | False | 610702.5 | 0 | | 3078058 | 105386 | None | UNI SR 2023-24 Vol. 3 Item No 8.43 Pg. No. 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Nos | 560.77 | 560.77 | 347.5 | False | None | None | False | None | False | 194867.575 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H-Flexible pavement | 17592006.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078059 | 105387 | None | 16.29 | Citizen Information Board i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM) material specifications as per Clause 1701.3.7The top most platewill be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.iii For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.iv A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777 2019 Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 | No | 19021.13 | 19021.13 | 2.0 | False | None | None | False | None | False | 38042.26 | 0 | | 3078060 | 105387 | None | 2.5 | Clearing and Grubbing road land
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. UNI SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 )
| 100 Sqm | 486.93 | 486.93 | 22.32 | False | None | None | False | None | False | 10868.2776 | 0 | | 3078061 | 105387 | None | 3.5 | Scarifying Existing Bituminous Surface Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead UNI SR 2023-24 Volume 3 Item No 3.5 ( Page No 17 ) | Sqm | 7.43 | 7.43 | 1564.5 | False | None | None | False | None | False | 11624.235 | 0 | | 3078062 | 105387 | None | 1.12 | Excavation for Surface Unlined Drains Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 )
| Cum | 117.71 | 117.71 | 837.0 | False | None | None | False | None | False | 98523.27 | 0 | | 3078063 | 105387 | None | 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 )
| Cum | 117.71 | 117.71 | 322.05 | False | None | None | False | None | False | 37908.5055 | 0 | | 3078064 | 105387 | None | 1.7 | Construction of Embankment with material obtained from Roadway Cutting Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and oundation of other structures graded with desired compaction. UNI SR 2023-24 Volume 1 Item No 1.7 ( Page No 7 )
| Cum | 147.44 | 147.44 | 64.41 | False | None | None | False | None | False | 9496.6104 | 0 | | 3078065 | 105387 | None | 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. UNI SR 2023-24 Volume 1 Item No 1.8 ( Page No 7 ) | Cum | 587.29 | 587.29 | 740.06 | False | None | None | False | None | False | 434629.8374 | 0 | | 3078066 | 105387 | None | 3.6 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 UNI SR 2023-24 Volume 3 Item No 3.6 ( Page No 17 ) | Cum | 610.83 | 610.83 | 4192.44 | False | None | None | False | None | False | 2560868.1252 | 0 | | 3078067 | 105387 | None | 4.2 (v) | Construction of Granular Sub-base "By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material UNI SR 2023-24 Volume 3 Item No 4.2 (v) ( Page No 23 ) | Cum | 2922.8 | 2922.8 | 1437.64 | False | None | None | False | None | False | 4201934.192 | 0 | | 3078068 | 105387 | None | 4.17 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. UNI SR 2023-24 Volume 3 Item No 4.17 ( Page No 26 ) | Cum | 3170.6 | 3170.6 | 1262.91 | False | None | None | False | None | False | 4004182.446 | 0 | | 3078069 | 105387 | None | 5.1 A i | Prime Coat Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. UNI SR 2023-24 Volume 3 Item No 5.1 A (I) ( Page No 31 ) | Sqm | 50.8 | 50.8 | 4694.6 | False | None | None | False | None | False | 238485.68 | 0 | | 3078070 | 105387 | None | 5.4 | Tack Coat Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface UNI SR 2023-24 Volume 3 Item No 5.4 ( Page No 31 ) | Sqm | 17.35 | 17.35 | 4694.6 | False | None | None | False | None | False | 81451.31 | 0 | | 3078071 | 105387 | None | 5.12 c | Dense Bituminous Macadam Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. UNI SR 2023-24 Volume 3 Item No 5.12 (C ) ( Page No 35 ) | Cum | 11707.31 | 11707.31 | 234.73 | False | None | None | False | None | False | 2748056.8763 | 0 | | 3078072 | 105387 | None | 5.16c | Construction of BC Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects UNI SR 2023-24 Volume 3 Item No 5.16 C ( Page No 38 ) | Cum | 13572.01 | 13572.01 | 140.85 | False | None | None | False | None | False | 1911617.6085 | 0 | | 3078073 | 105387 | None | 6.2.1 | Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, onstruction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 420 kg/m3 UNI SR 2023-24 Volume 3 Item No 6.2.1 ( Page No 49 ) | Cum | 11226.58 | 11226.58 | 97.5 | False | None | None | False | None | False | 1094591.55 | 0 | | 3078074 | 105387 | None | 6.1 | Dry Lean Cement Concrete Sub-baseConstruction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. UNI SR 2023-24 Volume 3 Item No 6.1 ( Page No 49 ) | Cum | 6095.88 | 6095.88 | 18.0 | False | None | None | False | None | False | 109725.84 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H- Box culvert | 1124290.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078075 | 105388 | None | 1.14.1 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m UNI SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 ) | Cum | 126.38 | 126.38 | 138.84 | False | None | None | False | None | False | 17546.5992 | 0 | | 3078076 | 105388 | None | 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates UNI SR 2023-24 Volume 1 Item No 2.1.3 ( Page No 15 ) | Cum | 7420.37 | 7420.37 | 10.8 | False | None | None | False | None | False | 80139.996 | 0 | | 3078077 | 105388 | None | 2.11h | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures UNI SR 2023-24 Volume 1 Item No 2.11 h ( Page No 18 ) | Tonne | 97894.63 | 97894.63 | 2.78 | False | None | None | False | None | False | 272147.0714 | 0 | | 3078078 | 105388 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all ppurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates UNI SR 2023-24 Volume 1 Item No 2.4.3 ( Page No 16 ) | Cum | 9420.36 | 9420.36 | 33.24 | False | None | None | False | None | False | 313132.7664 | 0 | | 3078079 | 105388 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Superstructures of building , Road works, ter works, Irrigation works & super structure worksof bridges upto 3.50mheight.Thegranite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage harges of machinery, curingand all other appurtenances required to complete the work as per icalspecifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates UNI SR 2023-24 Volume 1 Item No 2.5.2 ( Page No 16 ) | Cum | 10174.17 | 10174.17 | 11.76 | False | None | None | False | None | False | 119648.2392 | 0 | | 3078080 | 105388 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all ppurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates UNI SR 2023-24 Volume 1 Item No 2.4.3 ( Page No 16 ) | Cum | 8478.33 | 8478.33 | 20.25 | False | None | None | False | None | False | 171686.1825 | 0 | | 3078081 | 105388 | None | 12.4 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. UNI SR 2023-24 Volume 3 Item No 12.4 ( Page No 117 ) | Cum | 3316.8 | 3316.8 | 14.04 | False | None | None | False | None | False | 46567.872 | 0 | | 3078082 | 105388 | None | 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates UNI SR 2023-24 Volume 1 Item No 2.2.1 ( Page No 15 ) | Cum | 8412.76 | 8412.76 | 2.62 | False | None | None | False | None | False | 22041.4312 | 0 | | 3078083 | 105388 | None | 14.2 | Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extrafor laps and joints laid with stone boulders weighing not less than 40 kg each. UNI SR 2023-24 Volume 3 Item No 14.2 ( Page No 129 ) | Cum | 3040.51 | 3040.51 | 1.3 | False | None | None | False | None | False | 3952.663 | 0 | | 3078084 | 105388 | None | 8.1 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces UNI SR 2023-24 Volume 3 Item No 8.1 ( Page No 66 ) | Sqm | 130.1 | 130.1 | 12.18 | False | None | None | False | None | False | 1584.618 | 0 | | 3078085 | 105388 | None | 8.4 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) UNI SR 2023-24 Volume 3 Item No 8.4 ( Page No 63 ) | cm | 1.12 | 1.12 | 200.0 | False | None | None | False | None | False | 224.0 | 0 | | 3078086 | 105388 | None | 8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC 25, fixed in position including finishing and lettering but excluding paintin UNI SR 2023-24 Volume 3 Item No 8.18 ( Page No 67 )
| No | 926.77 | 926.77 | 16.0 | False | None | None | False | None | False | 14828.32 | 0 | | 3078087 | 105388 | None | 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. UNI SR 2023-24 Volume 1 Item No 1.8 ( Page No 7 )
| Cum | 587.29 | 587.29 | 103.51 | False | None | None | False | None | False | 60790.3879 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H-Junction Estimate | 242711.17 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078088 | 105389 | None | 2.5 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. UNI SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 )
| 100 Sqm | 486.93 | 486.93 | 0.24 | False | None | None | False | None | False | 116.8632 | 0 | | 3078089 | 105389 | None | 3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead UNI SR 2023-24 Volume 3 Item No 3.5 ( Page No 17 )
| Sqm | 7.43 | 7.43 | 92.6 | False | None | None | False | None | False | 688.018 | 0 | | 3078090 | 105389 | None | 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 )
| Cum | 117.71 | 117.71 | 35.18 | False | None | None | False | None | False | 4141.0378 | 0 | | 3078091 | 105389 | None | 3.6 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 UNI SR 2023-24 Volume 3 Item No 3.6 ( Page No 17 )
| Cum | 610.83 | 610.83 | 26.8 | False | None | None | False | None | False | 16370.244 | 0 | | 3078092 | 105389 | None | 4.2 v | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material UNI SR 2023-24 Volume 3 Item No 4.2 (v) ( Page No 23 ) | Cum | 2922.8 | 2922.8 | 21.88 | False | None | None | False | None | False | 63950.864 | 0 | | 3078093 | 105389 | None | 4.17 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. UNI SR 2023-24 Volume 3 Item No 4.17 ( Page No 26 )
| Cum | 3170.6 | 3170.6 | 22.12 | False | None | None | False | None | False | 70133.672 | 0 | | 3078094 | 105389 | None | 5.1 a i | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. UNI SR 2023-24 Volume 3 Item No 5.1 A (I) ( Page No 31 )
| Sqm | 50.8 | 50.8 | 82.5 | False | None | None | False | None | False | 4191.0 | 0 | | 3078095 | 105389 | None | 5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom UNI SR 2023-24 Volume 3 Item No 5.3 ( Page No 31 )
| Sqm | 14.87 | 14.87 | 82.5 | False | None | None | False | None | False | 1226.775 | 0 | | 3078096 | 105389 | None | 5.12 c | Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. UNI SR 2023-24 Volume 3 Item No 5.12 (C ) ( Page No 35 )
| Cum | 11707.31 | 11707.31 | 4.12 | False | None | None | False | None | False | 48234.1172 | 0 | | 3078097 | 105389 | None | 5.16b | Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects UNI SR 2023-24 Volume Item No 5.16B ( Page No ) | Cum | 13572.01 | 13572.01 | 2.48 | False | None | None | False | None | False | 33658.5848 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H Field culvert | 841475.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078098 | 105390 | None | UNI SR 2023-24 Volume 1 Item No 1.14.1 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or
& stacking the selected earth for reuse m including cost of labour, tools, usage
required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 20.3 | False | None | None | False | None | False | 2565.514 | 0 | | 3078099 | 105390 | None | UNI SR 2023-24 Volume 3 Item No 9.1.ii | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular
material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (i). 1200 mm dia
| Rmtr | 13340.31 | 13340.31 | 40.0 | False | None | None | False | None | False | 533612.4 | 0 | | 3078100 | 105390 | None | UNI SR 2023-24 Volume 1 Item No 1.8 ( Page No 7) | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
| Cum | 587.29 | 587.29 | 29.28 | False | None | None | False | None | False | 17195.8512 | 0 | | 3078101 | 105390 | None | UNI SR 2023-24 Volume 1 Item No 2.1.3 (Page No 15) | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates"
| Cum | 7420.37 | 7420.37 | 3.08 | False | None | None | False | None | False | 22854.7396 | 0 | | 3078102 | 105390 | None | uNI SR 2023-24 vol 1 Item No 2.4.2 Pg no. 16 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour,usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. | Cum | 8460.93 | 8460.93 | 27.3 | False | None | None | False | None | False | 230983.389 | 0 | | 3078103 | 105390 | None | uNI SR 2023-24 vol 1 Item No 2.11 h Pg no. 18 | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 0.35 | False | None | None | False | None | False | 34263.1205 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H road furnitures | 1077063.94 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078104 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.7 ( Page No 65 ) | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing
| Sqm | 11163.39 | 11163.39 | 0.81 | False | None | None | False | None | False | 9042.3459 | 0 | | 3078105 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.5 ii ( Page No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle
| Each | 5803.47 | 5803.47 | 8.0 | False | None | None | False | None | False | 46427.76 | 0 | | 3078106 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.5 iv ( Page No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of
IRC:67:2022. (ii) 60 cm equilateral triangle
| Each | 4430.66 | 4430.66 | 1.0 | False | None | None | False | None | False | 4430.66 | 0 | | 3078107 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.5 viii ( Page No 6 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm circular
| Each | 5323.98 | 5323.98 | 9.0 | False | None | None | False | None | False | 47915.82 | 0 | | 3078108 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.5 x ( Page No 64 ) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x ) 80 mm x 60 mm rectangular
| Each | 6711.66 | 6711.66 | 4.0 | False | None | None | False | None | False | 26846.64 | 0 | | 3078109 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.5 xii ( Page No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xii) 60 cm x 45 cm rectangular
| Each | 5233.53 | 5233.53 | 24.0 | False | None | None | False | None | False | 125604.72 | 0 | | 3078110 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.5 xv ( Page No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xv) 90 cm high octagon
| Each | 8055.97 | 8055.97 | 1.0 | False | None | None | False | None | False | 8055.97 | 0 | | 3078111 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.7 ( Page No 65 ) | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing"
| Sqm | 11163.39 | 11163.39 | 1.44 | False | None | None | False | None | False | 16075.2816 | 0 | | 3078112 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.15 ( Page No 67 ) | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.
| Sqm | 656.67 | 656.67 | 297.5 | False | None | None | False | None | False | 195359.325 | 0 | | 3078113 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.13 (i) ( Page No 6 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width)
| Sqm | 0.01 | 0.01 | 0.001 | False | None | None | False | None | False | 1e-05 | 0 | | 3078114 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.16(i) ( Page No 67 | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast)
| Each | 0.01 | 0.01 | 0.001 | False | None | None | False | None | False | 1e-05 | 0 | | 3078115 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.16 (ii) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast)"
| Each | 3626.55 | 3626.55 | 1.0 | False | None | None | False | None | False | 3626.55 | 0 | | 3078116 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.16 (iii) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast)"
| Each | 1043.23 | 1043.23 | 4.0 | False | None | None | False | None | False | 4172.92 | 0 | | 3078117 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.4 ( Page No 63 ) | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman
| cm | 1.11 | 1.11 | 550.0 | False | None | None | False | None | False | 610.5 | 0 | | 3078118 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.18( Page No 67 ) | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin
| No | 926.77 | 926.77 | 140.0 | False | None | None | False | None | False | 129747.8 | 0 | | 3078119 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.17 ( Page No 67 ) | Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings."
| No | 2504.01 | 2504.01 | 70.0 | False | None | None | False | None | False | 175280.7 | 0 | | 3078120 | 105391 | None | UNISR 2023-24 Volume 3 I No ( Page No 80 ) | Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for
Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022"
| Unit | 56317.5 | 56317.5 | 2.0 | False | None | None | False | None | False | 112635.0 | 0 | | 3078121 | 105391 | None | UNISR 2023-24 Volume 1 I No 1.14.1 ( Page No 8 ) | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m
| Cum | 126.37 | 126.37 | 76.5 | False | None | None | False | None | False | 9667.305 | 0 | | 3078122 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.29(i) Page No 71 | Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per
IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service"
| Rmtr | 2740.66 | 2740.66 | 37.5 | False | None | None | False | None | False | 102774.75 | 0 | | 3078123 | 105391 | None | UNISR 2023-24 Volume 3 I No 8.43 ( Page No 74 ) | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer."
| Each | 452.23 | 452.23 | 130.0 | False | None | None | False | None | False | 58789.9 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H watersupply | 13629.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078124 | 105392 | None | UNI SR 2023-24 Volume 5 Item No 10.1.5 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for:
| m | 272.58 | 272.58 | 50.0 | False | None | None | False | None | False | 13629.0 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H Electrical estimate | 149287.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078125 | 105393 | None | 6.08 | DISC Insulator 45 kN Porcelain
| Nos | 631.89 | 631.89 | 6.0 | False | None | None | False | None | False | 3791.34 | 0 | | 3078126 | 105393 | None | 1.7.1 | Ordinary Soil
| Per Pit | 405.15 | 405.15 | 2.0 | False | None | None | False | None | False | 810.3 | 0 | | 3078127 | 105393 | None | 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing
| m | 115.23 | 115.23 | 20.0 | False | None | None | False | None | False | 2304.6 | 0 | | 3078128 | 105393 | None | 6.08 | DISC Insulator 45 kN Porcelain
| No | 631.89 | 631.89 | 6.0 | False | None | None | False | None | False | 3791.34 | 0 | | 3078129 | 105393 | None | 27.01 | 27 Loading & Unloading of Transformer (when maintaince
men for loading and unloading are not available in store)
Loading" 25 kVA
| No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3078130 | 105393 | None | 27.02 | 27 Loading & Unloading of Transformer (when maintaince
men for loading and unloading are not available in store)
Loading" 63 kVA
| No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3078131 | 105393 | None | 27.03 | 100 kVA
| No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3078132 | 105393 | None | 27.07 | Un loading 63 kVA
| No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3078133 | 105393 | None | 27.08 | Un loading 100KVA
| No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3078134 | 105393 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018)
| Set | 7930.84 | 7930.84 | 1.0 | False | None | None | False | None | False | 7930.84 | 0 | | 3078135 | 105393 | None | 54.01 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg
| Set | 920.58 | 920.58 | 12.0 | False | None | None | False | None | False | 11046.96 | 0 | | 3078136 | 105393 | None | 54.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each
| Set | 837.56 | 837.56 | 12.0 | False | None | None | False | None | False | 10050.72 | 0 | | 3078137 | 105393 | None | 54.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag
| Set | 384.09 | 384.09 | 12.0 | False | None | None | False | None | False | 4609.08 | 0 | | 3078138 | 105393 | None | 54.04 | Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified
| Set | 2691.11 | 2691.11 | 12.0 | False | None | None | False | None | False | 32293.32 | 0 | | 3078139 | 105393 | None | 19.02 | 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR
| No | 1962.58 | 1962.58 | 3.0 | False | None | None | False | None | False | 5887.74 | 0 | | 3078140 | 105393 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS(Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63Dtd 24.11.2018)
| Set | 7930.84 | 7930.84 | 1.0 | False | None | None | False | None | False | 7930.84 | 0 | | 3078141 | 105393 | None | 67.2 | Caution/Danger Board
| No | 185.85 | 185.85 | 1.0 | False | None | None | False | None | False | 185.85 | 0 | | 3078142 | 105393 | None | 4.02 | Anti Climbing Device (12 Mtr GI Barbed wire)
| No | 110.27 | 110.27 | 1.0 | False | None | None | False | None | False | 110.27 | 0 | | 3078143 | 105393 | None | 6.18.3 | 8 SWG GI Wire (44/6.18.3)
| Rmtr | 23.54 | 23.54 | 150.0 | False | None | None | False | None | False | 3531.0 | 0 | | 3078144 | 105393 | None | 17.01 | LT Protection Kit
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018)"
| No | 2506.5 | 2506.5 | 1.0 | False | None | None | False | None | False | 2506.5 | 0 | | 3078145 | 105393 | None | 15.17.1 | LT Wiring Kit 63/100 KVA (87/15.17.1)
| Set | 5263.52 | 5263.52 | 1.0 | False | None | None | False | None | False | 5263.52 | 0 | | 3078146 | 105393 | None | 20.01 | 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos)"
| Set | 1324.49 | 1324.49 | 1.0 | False | None | None | False | None | False | 1324.49 | 0 | | 3078147 | 105393 | None | 24.02 | Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr
| Per Tr | 1172.09 | 1172.09 | 1.0 | False | None | None | False | None | False | 1172.09 | 0 | | 3078148 | 105393 | None | 24.04 | H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing
New GOS for sectionalisation) - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018)"
| Set | 5367.35 | 5367.35 | 1.0 | False | None | None | False | None | False | 5367.35 | 0 | | 3078149 | 105393 | None | 3.01 | Erection of Double Pole Transformer Structure using
9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole
including fixing of Structure Materials, Erection of
Poles etc., complete for mounting of Transformer
as per approved drawing For 25/63/100 kVA "
| Per Project | 7093.28 | 7093.28 | 1.0 | False | None | None | False | None | False | 7093.28 | 0 | | 3078150 | 105393 | None | 21.04 | Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977
For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI"
| Set | 29815.3 | 29815.3 | 1.0 | False | None | None | False | None | False | 29815.3 | 0 | | 3078151 | 105393 | None | 27.07 | 27 Loading & Unloading of Transformer (when maintaince
men for loading and unloading are not available in store)
unloading 63kVA | No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H 1st year maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078152 | 105394 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.7.44 qty to be executed | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078153 | 105394 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(558.00 mtr to be executed) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078154 | 105394 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003(279
.00 sqm to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078155 | 105394 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(279.00 sqm qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078156 | 105394 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (426.00 sqm qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078157 | 105394 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete.(22.50 cum qty to be executed) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H-2nd year maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078158 | 105395 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(11.16 qty to be executed) | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078159 | 105395 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(744 sqm qty to be executed) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078160 | 105395 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003(83.70sqm qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078161 | 105395 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (279.00 Sqm qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078162 | 105395 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(51.15 qty to be executed) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078163 | 105395 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete.(45.00 qty to be executed) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H-3rd year maintenance | 88098.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078164 | 105396 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 545.36 | 545.36 | 11.16 | False | None | None | False | None | False | 6086.2176 | 0 | | 3078165 | 105396 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.33 | 8.33 | 744.0 | False | None | None | False | None | False | 6197.52 | 0 | | 3078166 | 105396 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 54.12 | 54.12 | 83.7 | False | None | None | False | None | False | 4529.844 | 0 | | 3078167 | 105396 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 134.6 | 134.6 | 279.0 | False | None | None | False | None | False | 37553.4 | 0 | | 3078168 | 105396 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 2753.16 | 2753.16 | 0.93 | False | None | None | False | None | False | 2560.4388 | 0 | | 3078169 | 105396 | None | UNI SR 2023-24 Vol. 3 Item No 16.24i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | No | 285.86 | 285.86 | 5.0 | False | None | None | False | None | False | 1429.3 | 0 | | 3078170 | 105396 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 591.15 | 591.15 | 22.82 | False | None | None | False | None | False | 13490.043 | 0 | | 3078171 | 105396 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 131.83 | 131.83 | 90.0 | False | None | None | False | None | False | 11864.7 | 0 | | 3078172 | 105396 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 151.26 | 151.26 | 29.0 | False | None | None | False | None | False | 4386.54 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H4th year maintenance | 82564.03 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078173 | 105397 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 564.84 | 564.84 | 11.16 | False | None | None | False | None | False | 6303.6144 | 0 | | 3078174 | 105397 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.62 | 8.62 | 744.0 | False | None | None | False | None | False | 6413.28 | 0 | | 3078175 | 105397 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 56.05 | 56.05 | 83.7 | False | None | None | False | None | False | 4691.385 | 0 | | 3078176 | 105397 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 139.41 | 139.41 | 279.0 | False | None | None | False | None | False | 38895.39 | 0 | | 3078177 | 105397 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 612.26 | 612.26 | 22.82 | False | None | None | False | None | False | 13971.7732 | 0 | | 3078178 | 105397 | None | UNI SR 2023-24 Vol 1 Item No 1.12 Pg. No. 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. -do- in all kinds of soil by mechanical means. | Cum | 136.54 | 136.54 | 90.0 | False | None | None | False | None | False | 12288.6 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 5th year maintenance | 103358.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078179 | 105398 | None | UNI SR 2023-24 Vol. 3 Item No 2.6 Pg. No. 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 584.31 | 584.31 | 11.16 | False | None | None | False | None | False | 6520.8996 | 0 | | 3078180 | 105398 | None | UNI SR 2023-24 Vol. 3 Item No 16.19 Pg. No. 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 8.92 | 8.92 | 744.0 | False | None | None | False | None | False | 6636.48 | 0 | | 3078181 | 105398 | None | UNI SR 2023-24 Vol. 3 Item No 10.3 Pg. No. 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 57.99 | 57.99 | 83.7 | False | None | None | False | None | False | 4853.763 | 0 | | 3078182 | 105398 | None | UNI SR 2023-24 Vol. 3 Item No 10.2 Pg. No. 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 144.22 | 144.22 | 279.0 | False | None | None | False | None | False | 40237.38 | 0 | | 3078183 | 105398 | None | UNI SR 2023-24 Vol. 3 Item No 10.5 Pg. No. 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 633.38 | 633.38 | 51.15 | False | None | None | False | None | False | 32397.387 | 0 | | 3078184 | 105398 | None | UNI SR 2023-24 Vol. 1 Item No 1.12 Pg. No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. | Cum | 141.25 | 141.25 | 90.0 | False | None | None | False | None | False | 12712.5 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 H 6thyear maintenance | 2832250.59 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078185 | 105399 | None | UNI SR 2023-24 Vol. 3 Item No 16.22 Pg. No. 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 3048.14 | 3048.14 | 0.93 | False | None | None | False | None | False | 2834.7702 | 0 | | 3078186 | 105399 | None | UNI SR 2023-24 Vol 3 Item No 16.24 i Pg. No. 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Nos | 316.49 | 316.49 | 5.0 | False | None | None | False | None | False | 1582.45 | 0 | | 3078187 | 105399 | None | UNI SR 2023-24 Vol. 3 Item No 8.1 Pg. No. 66 | Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 | Sqm | 167.46 | 167.46 | 87.0 | False | None | None | False | None | False | 14569.02 | 0 | | 3078188 | 105399 | None | UNI SR 2023-24 Vol. 3 Item No 5.3i Pg. No. 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 18.43 | 18.43 | 4679.6 | False | None | None | False | None | False | 86245.028 | 0 | | 3078189 | 105399 | None | UNI SR 2023-24 Vol. 3 Item No 5.16B Pg. No. 37 | Providing and laying Bituminous Concrete Grading II for traffic Less than20 MSA with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 16829.3 | 16829.3 | 140.4 | False | None | None | False | None | False | 2362833.72 | 0 | | 3078190 | 105399 | None | UNI SR 2023-24 Vol. 3 Item No 3.6 Pg. No. 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 Percent) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 757.42 | 757.42 | 84.82 | False | None | None | False | None | False | 64244.3644 | 0 | | 3078191 | 105399 | None | UNI SR 2023-24 Vol. 3 Item No 8.15 Pg. No. 67 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 814.27 | 814.27 | 279.0 | False | None | None | False | None | False | 227181.33 | 0 | | 3078192 | 105399 | None | UNI SR 2023-24 Vol. 3 Item No 8.43 Pg. No. 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Nos | 560.77 | 560.77 | 129.75 | False | None | None | False | None | False | 72759.9075 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681C-Flexible pavement | 33665423.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078193 | 105400 | None | Vol 3 INo 16.29 P No 149 | FLEXIBLE PAVEMENT WORKS i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two Nos 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.
(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause
1701.3.8.1 Class A Type 1 | Nos | 19021.12 | 19021.12 | 2.0 | False | None | None | False | None | False | 38042.24 | 0 | | 3078194 | 105400 | None | Vol 3 INo 2.5 P No 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 100 Sqm | 486.92 | 486.92 | 102.72 | False | None | None | False | None | False | 50016.4224 | 0 | | 3078195 | 105400 | None | Vol 3 INo 3.5 P No 17 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 7.43 | 7.43 | 4510.0 | False | None | None | False | None | False | 33509.3 | 0 | | 3078196 | 105400 | None | Vol 1 INo 1.12 P No 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 117.7 | 117.7 | 3339.0 | False | None | None | False | None | False | 393000.3 | 0 | | 3078197 | 105400 | None | Vol 1 INo 1.12 P No 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 117.7 | 117.7 | 102.52 | False | None | None | False | None | False | 12066.604 | 0 | | 3078198 | 105400 | None | Vol 1 INo 1.7 P No 7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and oundation of other structures graded with desired compaction. | Cum | 147.44 | 147.44 | 41.01 | False | None | None | False | None | False | 6046.5144 | 0 | | 3078199 | 105400 | None | Vol 1 INo 1.8 P No 7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 587.28 | 587.28 | 862.83 | False | None | None | False | None | False | 506722.8024 | 0 | | 3078200 | 105400 | None | Vol 3 INo 3.6 P No 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 610.82 | 610.82 | 1519.08 | False | None | None | False | None | False | 927884.4456 | 0 | | 3078201 | 105400 | None | Vol 3 INo 4.2 v P No 23 | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material | Cum | 2922.8 | 2922.8 | 1664.4 | False | None | None | False | None | False | 4864708.32 | 0 | | 3078202 | 105400 | None | Vol 3 INo 4.17 P No 26 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 1740.0 | False | None | None | False | None | False | 5516844.0 | 0 | | 3078203 | 105400 | None | Vol 3 INo 5.1 A IP No 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per Sqm using mechanical means. | Sqm | 50.79 | 50.79 | 6820.0 | False | None | None | False | None | False | 346387.8 | 0 | | 3078204 | 105400 | None | Vol 3 INo 5.3 P No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/Sqm on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.86 | 14.86 | 13585.0 | False | None | None | False | None | False | 201873.1 | 0 | | 3078205 | 105400 | None | Vol 3 INo 5.4 P No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/Sqm on Granular surface | Sqm | 17.34 | 17.34 | 6820.0 | False | None | None | False | None | False | 118258.8 | 0 | | 3078206 | 105400 | None | Vol 3 INo 5.12 C P No 35 | Dense Graded Bituminous Macadam Grading - II for traffic more than20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11707.31 | 11707.31 | 1054.21 | False | None | None | False | None | False | 12341963.2751 | 0 | | 3078207 | 105400 | None | Vol 3 INo 5.16 C P No 38 | Bituminous Concrete Grading II for traffic more than20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.0 | 13572.0 | 612.15 | False | None | None | False | None | False | 8308099.8 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-Junction | 767939.57 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078208 | 105401 | None | Vol 3 INo 2.5 P No 9 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 100 Sqm | 486.92 | 486.92 | 0.48 | False | None | None | False | None | False | 233.7216 | 0 | | 3078209 | 105401 | None | Vol 3 INo 3.5 P No 17 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 7.43 | 7.43 | 275.2 | False | None | None | False | None | False | 2044.736 | 0 | | 3078210 | 105401 | None | Vol 1 INo 1.12 P No 8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 117.7 | 117.7 | 36.0 | False | None | None | False | None | False | 4237.2 | 0 | | 3078211 | 105401 | None | Vol 3 INo 3.6 P No 17 | Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 610.82 | 610.82 | 38.06 | False | None | None | False | None | False | 23247.8092 | 0 | | 3078212 | 105401 | None | Vol 3 INo 4.2 v P No 23 | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material | Cum | 2922.8 | 2922.8 | 53.0 | False | None | None | False | None | False | 154908.4 | 0 | | 3078213 | 105401 | None | Vol 3 INo 4.17 P No 26 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 80.5 | False | None | None | False | None | False | 255233.3 | 0 | | 3078214 | 105401 | None | Vol 3 INo 5.1 A IP No 31 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per Sqm using mechanical means. | Sqm | 50.79 | 50.79 | 310.0 | False | None | None | False | None | False | 15744.9 | 0 | | 3078215 | 105401 | None | Vol 3 INo 5.3 P No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/Sqm on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.86 | 14.86 | 310.0 | False | None | None | False | None | False | 4606.6 | 0 | | 3078216 | 105401 | None | Vol 3 INo 5.12 C P No 35 | Dense Graded Bituminous Macadam Grading - II for traffic more than20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 11707.31 | 11707.31 | 15.5 | False | None | None | False | None | False | 181463.305 | 0 | | 3078217 | 105401 | None | Vol 3 INo 5.16 C P No 38 | Bituminous Concrete Grading II for traffic more than20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 13572.0 | 13572.0 | 9.3 | False | None | None | False | None | False | 126219.6 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-Road furniture | 2039586.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078218 | 105402 | None | UNI SR 2023-24 Volume 3 Item No 8.7 Pg No 65 | Direction and Place Identification Signs upto 0.9 Sqm Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 Sqm fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 11163.39 | 11163.39 | 1.62 | False | None | None | False | None | False | 18084.6918 | 0 | | 3078219 | 105402 | None | Vol3 Item No 8.5 ii Pg No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle | Nos | 5803.47 | 5803.47 | 2.0 | False | None | None | False | None | False | 11606.94 | 0 | | 3078220 | 105402 | None | Vol3 Item No 8.5 iv Pg No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of
IRC:67:2022. (ii) 60 cm equilateral triangle | Nos | 4430.66 | 4430.66 | 8.0 | False | None | None | False | None | False | 35445.28 | 0 | | 3078221 | 105402 | None | Vol3 Item No 8.5 viii Pg No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm circular | Nos | 5323.98 | 5323.98 | 3.0 | False | None | None | False | None | False | 15971.94 | 0 | | 3078222 | 105402 | None | Vol3 Item No 8.5 x Pg No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x80 mm x 60 mm rectangular | Nos | 6711.66 | 6711.66 | 16.0 | False | None | None | False | None | False | 107386.56 | 0 | | 3078223 | 105402 | None | Vol3 Item No 8.5 xv Pg No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xv) 90 cm high octagon | Nos | 8055.97 | 8055.97 | 1.0 | False | None | None | False | None | False | 8055.97 | 0 | | 3078224 | 105402 | None | Vol3 Item No 8.7 Pg No 65 | Direction and Place Identification Signs upto 0.9 Sqm Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 Sqm fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 11163.39 | 11163.39 | 1.44 | False | None | None | False | None | False | 16075.2816 | 0 | | 3078225 | 105402 | None | Vol3 Item No 8.15 Pg No 67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 656.67 | 656.67 | 1140.5 | False | None | None | False | None | False | 748932.135 | 0 | | 3078226 | 105402 | None | Vol3 Item No 8.13 (i) Pg No 66 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) | Sqm | 251.52 | 251.52 | 2.56 | False | None | None | False | None | False | 643.8912 | 0 | | 3078227 | 105402 | None | Vol3 Item No 8.16 (ii) Pg No 67 | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast) | Nos | 3626.55 | 3626.55 | 2.0 | False | None | None | False | None | False | 7253.1 | 0 | | 3078228 | 105402 | None | Vol3 Item No 8.16 (iii) Pg No 67 | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) | Nos | 1043.23 | 1043.23 | 11.0 | False | None | None | False | None | False | 11475.53 | 0 | | 3078229 | 105402 | None | Vol3 Item No 8.4 Pg No 63 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman | cm | 1.11 | 1.11 | 1430.0 | False | None | None | False | None | False | 1587.3 | 0 | | 3078230 | 105402 | None | Vol3 Item No 8.18 Page No 67 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin | No | 926.77 | 926.77 | 100.0 | False | None | None | False | None | False | 92677.0 | 0 | | 3078231 | 105402 | None | Vol3 Item No 8.17 Page No 67 | Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. | Each | 2504.01 | 2504.01 | 22.0 | False | None | None | False | None | False | 55088.22 | 0 | | 3078232 | 105402 | None | Vol3 Item No Page No 80 | Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for
Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 | No. | 56317.51 | 56317.51 | 4.0 | False | None | None | False | None | False | 225270.04 | 0 | | 3078233 | 105402 | None | Vol1 Item No1.14.1 Pg No 8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 306.0 | False | None | None | False | None | False | 38672.28 | 0 | | 3078234 | 105402 | None | Vol3 Item No 8.29( i) Page No 71 | Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per
IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service | Rmtr | 2740.67 | 2740.67 | 150.0 | False | None | None | False | None | False | 411100.5 | 0 | | 3078235 | 105402 | None | Vol3 Item No 8.43( i) Page No 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cSqm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Each | 452.24 | 452.24 | 518.0 | False | None | None | False | None | False | 234260.32 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-Drain | 6573265.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078236 | 105403 | None | UNI SR 2023-24 Volume 1 Item No 1.14.1 ( Page No 8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or
& stacking the selected earth for reuse m including cost of labour, tools, usage
required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 1456.0 | False | None | None | False | None | False | 184009.28 | 0 | | 3078237 | 105403 | None | UNI SR 2023-24 Volume 1 Item No 2.1.3 Page No 15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 154.0 | False | None | None | False | None | False | 1142736.98 | 0 | | 3078238 | 105403 | None | UNI SR 2023-24 Volume 1 Item No 2.11 h Page No 18 | Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 97894.63 | 97894.63 | 13.26 | False | None | None | False | None | False | 1298082.7938 | 0 | | 3078239 | 105403 | None | UNI SR 2023-24 Volume 1 Item No 2.4.2 Page No 15 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7834.2 | 7834.2 | 126.0 | False | None | None | False | None | False | 987109.2 | 0 | | 3078240 | 105403 | None | UNI SR 2023-24 Volume 1 Item No 2.4.2 Page No 15 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10576.17 | 10576.17 | 252.0 | False | None | None | False | None | False | 2665194.84 | 0 | | 3078241 | 105403 | None | UNI SR 2023-24 Volume 1 Item No 2.4.2 Page No 15 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9401.04 | 9401.04 | 31.5 | False | None | None | False | None | False | 296132.76 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-Water supply | 177830.13 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078242 | 105404 | None | UNI SR 2023-24 Volume 1 Item No 1.6.1 ( Page No6) | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.
| No | 599.58 | 599.58 | 162.54 | False | None | None | False | None | False | 97455.7332 | 0 | | 3078243 | 105404 | None | UNI SR 2023-24 Volume 5 ItemNo 10.1.5(Page No 113) | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for:
| No | 199.48 | 199.48 | 300.0 | False | None | None | False | None | False | 59844.0 | 0 | | 3078244 | 105404 | None | UNI SR 2023-24 Volume 5 Item No 2.23 ( Page No 22) | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete
| No | 6857.9 | 6857.9 | 2.0 | False | None | None | False | None | False | 13715.8 | 0 | | 3078245 | 105404 | None | UNI SR 2023-24 Volume 5 Item No 2.5 ( Page No 33) | Providing and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 forservice connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads etc. complete
| No | 3407.3 | 3407.3 | 2.0 | False | None | None | False | None | False | 6814.6 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-Electrical | 707972.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078246 | 105405 | None | 1.1.1 | Electrical Pole Shifting Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr LongSteel/RCC/PSCC supports as per approved Drawing. Ordinary Soil
| Per Pit | 779.33 | 779.33 | 12.0 | False | None | None | False | None | False | 9351.96 | 0 | | 3078247 | 105405 | None | 1.01 | RCC Pole 9 Mtr Long, 145 Kg WL
(Dwg No. For KPTCL &ESCOMs/GM/QS S/02 Dtd 24.11.2018) as per IS785
| Nos | 8767.16 | 8767.16 | 12.0 | False | None | None | False | None | False | 105205.92 | 0 | | 3078248 | 105405 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
| Nos | 1379.01 | 1379.01 | 12.0 | False | None | None | False | None | False | 16548.12 | 0 | | 3078249 | 105405 | None | 1.06 | PSCC Pole - 9 Mtr Long, 200 Kg WL
(Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018)
as per REC Standards
| Nos | 5202.56 | 5202.56 | 3.0 | False | None | None | False | None | False | 15607.68 | 0 | | 3078250 | 105405 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth | Nos | 1379.01 | 1379.01 | 3.0 | False | None | None | False | None | False | 4137.03 | 0 | | 3078251 | 105405 | None | 2.03 | 11 kV, Special 3 Pin Cross Arm - MS
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018)
| Nos | 1089.08 | 1089.08 | 12.0 | False | None | None | False | None | False | 13068.96 | 0 | | 3078252 | 105405 | None | 3.01 | 11 kV, Cross Arm with HT Top Support (glass reinforced hot pressed SMC compound)
| Set | 890.84 | 890.84 | 12.0 | False | None | None | False | None | False | 10690.08 | 0 | | 3078253 | 105405 | None | 6.05 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod)
| Nos | 254.0 | 254.0 | 36.0 | False | None | None | False | None | False | 9144.0 | 0 | | 3078254 | 105405 | None | 6.08 | DISC Insulator 45 kN Porcelain | Nos | 631.89 | 631.89 | 4.0 | False | None | None | False | None | False | 2527.56 | 0 | | 3078255 | 105405 | None | 6.05 | Releasing of Rabbit Conductor
| Km | 4970.87 | 4970.87 | 1.62 | False | None | None | False | None | False | 8052.8094 | 0 | | 3078256 | 105405 | None | 7.02 | ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM | Kms | 57283.93 | 57283.93 | 1.62 | False | None | None | False | None | False | 92799.9666 | 0 | | 3078257 | 105405 | None | 6.02 | Stringing of Rabbit Conductor (including pin binding, providing
jumps, dead ending, etc.,)
| Kms | 6483.69 | 6483.69 | 1.62 | False | None | None | False | None | False | 10503.5778 | 0 | | 3078258 | 105405 | None | 9.03 | PG Clamp Rabbit to Rabbit
| No | 126.38 | 126.38 | 36.0 | False | None | None | False | None | False | 4549.68 | 0 | | 3078259 | 105405 | None | 10.06 | T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers
| Set | 391.52 | 391.52 | 36.0 | False | None | None | False | None | False | 14094.72 | 0 | | 3078260 | 105405 | None | 2.05 | LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018)
| No | 358.07 | 358.07 | 1.0 | False | None | None | False | None | False | 358.07 | 0 | | 3078261 | 105405 | None | 2.07 | LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018) | Nos | 163.55 | 163.55 | 1.0 | False | None | None | False | None | False | 163.55 | 0 | | 3078262 | 105405 | None | 5.02 | Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole | Set | 151.16 | 151.16 | 1.0 | False | None | None | False | None | False | 151.16 | 0 | | 3078263 | 105405 | None | 5.01 | Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole
| Set | 151.16 | 151.16 | 1.0 | False | None | None | False | None | False | 151.16 | 0 | | 3078264 | 105405 | None | 6.03 | 1.1 kV Ceramic Pin Insulator (Shell only)
| Nos | 38.41 | 38.41 | 5.0 | False | None | None | False | None | False | 192.05 | 0 | | 3078265 | 105405 | None | 6.06 | No. 8 Strain Insulator
| Nos | 33.45 | 33.45 | 5.0 | False | None | None | False | None | False | 167.25 | 0 | | 3078266 | 105405 | None | 2.16 | Spiral Earth Electrode
| No | 296.12 | 296.12 | 15.0 | False | None | None | False | None | False | 4441.8 | 0 | | 3078267 | 105405 | None | 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing | Mtr | 115.23 | 115.23 | 16.8 | False | None | None | False | None | False | 1935.864 | 0 | | 3078268 | 105405 | None | 24.01 | 11 kV, GOS
a) 200 Amps, Single Break | Set | 11708.55 | 11708.55 | 1.0 | False | None | None | False | None | False | 11708.55 | 0 | | 3078269 | 105405 | None | 13.02 | Labour for 11 kV, GOS
a) 200 Amps, Single Break
| Set | 1367.86 | 1367.86 | 1.0 | False | None | None | False | None | False | 1367.86 | 0 | | 3078270 | 105405 | None | 1.8.1.a | A) Base Concreting with CC 1:4: 8 a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) | Each | 338.25 | 338.25 | 15.0 | False | None | None | False | None | False | 5073.75 | 0 | | 3078271 | 105405 | None | 1.8.1.b | b Pole base for 9 Mtr Square Pole (650x650x150mm) | Each | 438.61 | 438.61 | 15.0 | False | None | None | False | None | False | 6579.15 | 0 | | 3078272 | 105405 | None | 1.8.2.a | A) Base Concreting with CC 1:4: 8 B) Pole Concreting with CC 1:2:4 (without coping) 9 Mtr support (650x500x1700mm) | Each | 3912.76 | 3912.76 | 15.0 | False | None | None | False | None | False | 58691.4 | 0 | | 3078273 | 105405 | None | 1.8.2.g | A) Base Concreting with CC 1:4: 8 B) Pole Concreting with CC 1:2:4 (without coping) Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement)eac | Each | 247.8 | 247.8 | 1.0 | False | None | None | False | None | False | 247.8 | 0 | | 3078274 | 105405 | None | 21.02 | Transporation by Head Load where ever there is no accessability for transporation by vechicle for Poles 25 to 105 Mtr | Per Pole | 353.12 | 353.12 | 12.0 | False | None | None | False | None | False | 4237.44 | 0 | | 3078275 | 105405 | None | 22.02 | For ACSR Conductors 25 to 105 Mtr | Per Km | 152.4 | 152.4 | 1.62 | False | None | None | False | None | False | 246.888 | 0 | | 3078276 | 105405 | None | 26.02 | Loading and unloading of Pole (loading of Pole to vehicles at stores and unloading at workspot)
NOTE:- Consolidated amount for both loading and unloading9 Mtr RCC/PSCC Pole | Nos | 175.94 | 175.94 | 12.0 | False | None | None | False | None | False | 2111.28 | 0 | | 3078277 | 105405 | None | 5.06 | Fixing of HT/LT Single Top Support | Each | 138.77 | 138.77 | 12.0 | False | None | None | False | None | False | 1665.24 | 0 | | 3078278 | 105405 | None | 3.01 | Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Poleincluding fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing For 25/63/100 kVA | Per Structure | 7093.77 | 7093.77 | 3.0 | False | None | None | False | None | False | 21281.31 | 0 | | 3078279 | 105405 | None | 21.04 | Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977
For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI | Set | 29815.3 | 29815.3 | 3.0 | False | None | None | False | None | False | 89445.9 | 0 | | 3078280 | 105405 | None | 6.08 | DISC Insulator 45 kN Porcelain
| No | 631.89 | 631.89 | 4.0 | False | None | None | False | None | False | 2527.56 | 0 | | 3078281 | 105405 | None | 19.02 | 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR | No | 1962.58 | 1962.58 | 9.0 | False | None | None | False | None | False | 17663.22 | 0 | | 3078282 | 105405 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC
Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63
Dtd 24.11.2018) | Set | 7930.84 | 7930.84 | 3.0 | False | None | None | False | None | False | 23792.52 | 0 | | 3078283 | 105405 | None | 67.2 | Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2) Caution/Danger Board
| No | 185.85 | 185.85 | 3.0 | False | None | None | False | None | False | 557.55 | 0 | | 3078284 | 105405 | None | 4.02 | Anti Climbing Device (12 Mtr GI Barbed wire) | No | 11.27 | 11.27 | 3.0 | False | None | None | False | None | False | 33.81 | 0 | | 3078285 | 105405 | None | 6.18.3 | Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18) 8 SWG GI Wire (44/6.18.3) | Mtr | 23.54 | 23.54 | 450.0 | False | None | None | False | None | False | 10593.0 | 0 | | 3078286 | 105405 | None | 17.01 | LT Protection Kit
(Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018) | Nos | 2506.5 | 2506.5 | 3.0 | False | None | None | False | None | False | 7519.5 | 0 | | 3078287 | 105405 | None | 15.17.1 | LT Wiring Kit 63/100 KVA (87/15.17.1) | Set | 5263.52 | 5263.52 | 3.0 | False | None | None | False | None | False | 15790.56 | 0 | | 3078288 | 105405 | None | 20.01 | 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852 (Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos) | Set | 1324.49 | 1324.49 | 3.0 | False | None | None | False | None | False | 3973.47 | 0 | | 3078289 | 105405 | None | 24.01 | GOS as per IS-9921, IS-1977, 174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018) | Set | 11708.55 | 11708.55 | 1.0 | False | None | None | False | None | False | 11708.55 | 0 | | 3078290 | 105405 | None | 24.04 | H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018) | Set | 5367.35 | 5367.35 | 3.0 | False | None | None | False | None | False | 16102.05 | 0 | | 3078291 | 105405 | None | 27.02 | 27 Loading & Unloading of Transformer (when maintaince
men for loading and unloading are not available in store)
Loading 63 kVA | No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3078292 | 105405 | None | 27.03 |
27 Loading & Unloading of Transformer (when maintenance men for loading and unloading are not available in store)
Loading 100 kVA | No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3078293 | 105405 | None | 27.07 | Un loading 63 Kva
| No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3078294 | 105405 | None | 27.08 | Un loading 100 Kva | No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3078295 | 105405 | None | 24.02 | Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr
| Each | 1172.09 | 1172.09 | 3.0 | False | None | None | False | None | False | 3516.27 | 0 | | 3078296 | 105405 | None | 26.01 | DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018) | Set | 7930.84 | 7930.84 | 1.0 | False | None | None | False | None | False | 7930.84 | 0 | | 3078297 | 105405 | None | 54.01 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg | Set | 920.58 | 920.58 | 12.0 | False | None | None | False | None | False | 11046.96 | 0 | | 3078298 | 105405 | None | 54.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each | Set | 837.56 | 837.56 | 12.0 | False | None | None | False | None | False | 10050.72 | 0 | | 3078299 | 105405 | None | 54.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag | Set | 384.09 | 384.09 | 12.0 | False | None | None | False | None | False | 4609.08 | 0 | | 3078300 | 105405 | None | 54.04 | Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified
| Set | 2691.11 | 2691.11 | 12.0 | False | None | None | False | None | False | 32293.32 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-1st year maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078301 | 105406 | None | UNI SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078302 | 105406 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078303 | 105406 | None | UNI SR 2023-24 Volume 3 Item No 10.2 Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078304 | 105406 | None | UNI SR 2023-24 Volume 3 Item No 10.2 Page No 91 | Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3078305 | 105406 | None | UNI SR 2023-24 Volume 3 Item No 10.5 Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-2nd year maintenance | 46.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078306 | 105407 | None | UNI SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 0.01 | 0.01 | 44.52 | False | None | None | False | None | False | 0.4452 | 0 | | 3078307 | 105407 | None | UNI SR 2023-24 Volume 3 Item No 10.3 ( Page No 91 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | Rmtr | 0.01 | 0.01 | 2968.0 | False | None | None | False | None | False | 29.68 | 0 | | 3078308 | 105407 | None | UNI SR 2023-24 Volume 3 Item No 10.3 ( Page No 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 0.01 | 0.01 | 333.9 | False | None | None | False | None | False | 3.339 | 0 | | 3078309 | 105407 | None | UNI SR 2023-24 Volume 3 Item No 10.2( Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 0.01 | 0.01 | 1113.0 | False | None | None | False | None | False | 11.13 | 0 | | 3078310 | 105407 | None | Vol3 Item No 8.5 viii Pg No 64 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 0.01 | 0.01 | 204.05 | False | None | None | False | None | False | 2.0405 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-3rd year maintenance | 295385.62 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078311 | 105408 | None | UNI SR 2023-24 Volume 3 Item No 2.5 Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 545.36 | 545.36 | 44.52 | False | None | None | False | None | False | 24279.4272 | 0 | | 3078312 | 105408 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908 | Rmtr | 8.33 | 8.33 | 2968.0 | False | None | None | False | None | False | 24723.44 | 0 | | 3078313 | 105408 | None | UNI SR 2023-24 Volume 3 Item No 10.3 Page No 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 54.12 | 54.12 | 333.0 | False | None | None | False | None | False | 18021.96 | 0 | | 3078314 | 105408 | None | UNI SR 2023-24 Volume 3 Item No 10.2 Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 134.6 | 134.6 | 1113.0 | False | None | None | False | None | False | 149809.8 | 0 | | 3078315 | 105408 | None | UNI SR 2023-24 Volume 3 Item No 16.22 Page No 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 2753.16 | 2753.16 | 3.71 | False | None | None | False | None | False | 10214.2236 | 0 | | 3078316 | 105408 | None | Volume 3 Item No 16.24 i Page No 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Km | 285.86 | 285.86 | 13.0 | False | None | None | False | None | False | 3716.18 | 0 | | 3078317 | 105408 | None | UNI SR 2023-24 Volume 3 Item No 10.5 Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 633.38 | 633.38 | 102.025 | False | None | None | False | None | False | 64620.5945 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-4th year maintenance | 287024.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078318 | 105409 | None | UNI SR 2023-24 Volume 3 Item No 2.5 Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 564.84 | 564.84 | 44.52 | False | None | None | False | None | False | 25146.6768 | 0 | | 3078319 | 105409 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908 | Rmtr | 8.62 | 8.62 | 2968.0 | False | None | None | False | None | False | 25584.16 | 0 | | 3078320 | 105409 | None | UNI SR 2023-24 Volume 3 Item No 10.3 Page No 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 56.05 | 56.05 | 333.0 | False | None | None | False | None | False | 18664.65 | 0 | | 3078321 | 105409 | None | UNI SR 2023-24 Volume 3 Item No 10.2 Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 139.41 | 139.41 | 1113.0 | False | None | None | False | None | False | 155163.33 | 0 | | 3078322 | 105409 | None | UNI SR 2023-24 Volume 3 Item No 10.5 Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 612.26 | 612.26 | 102.025 | False | None | None | False | None | False | 62465.8265 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-5th year maintenance | 287024.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078323 | 105410 | None | UNI SR 2023-24 Volume 3 Item No 2.5 Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | 100 Sqm | 564.84 | 564.84 | 44.52 | False | None | None | False | None | False | 25146.6768 | 0 | | 3078324 | 105410 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908 | Rmtr | 8.62 | 8.62 | 2968.0 | False | None | None | False | None | False | 25584.16 | 0 | | 3078325 | 105410 | None | UNI SR 2023-24 Volume 3 Item No 10.3 Page No 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 56.05 | 56.05 | 333.0 | False | None | None | False | None | False | 18664.65 | 0 | | 3078326 | 105410 | None | UNI SR 2023-24 Volume 3 Item No 10.2 Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 139.41 | 139.41 | 1113.0 | False | None | None | False | None | False | 155163.33 | 0 | | 3078327 | 105410 | None | UNI SR 2023-24 Volume 3 Item No 10.5 Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 612.26 | 612.26 | 102.025 | False | None | None | False | None | False | 62465.8265 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-5th year maintenance | 361556.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078328 | 105411 | None | UNI SR 2023-24 Volume 3 Item No 2.5 Page No 9 | Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. | Sqm | 584.31 | 584.31 | 44.52 | False | None | None | False | None | False | 26013.4812 | 0 | | 3078329 | 105411 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 147 | Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908 | Rmtr | 8.92 | 8.92 | 2968.0 | False | None | None | False | None | False | 26474.56 | 0 | | 3078330 | 105411 | None | UNI SR 2023-24 Volume 3 Item No 10.3 Page No 91 | Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 | Sqm | 57.99 | 57.99 | 333.0 | False | None | None | False | None | False | 19310.67 | 0 | | 3078331 | 105411 | None | UNI SR 2023-24 Volume 3 Item No 10.2 Page No 91 | Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 | Sqm | 144.22 | 144.22 | 1113.0 | False | None | None | False | None | False | 160516.86 | 0 | | 3078332 | 105411 | None | UNI SR 2023-24 Volume 3 Item No 10.5 Page No 91 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | Sqm | 633.38 | 633.38 | 204.05 | False | None | None | False | None | False | 129241.189 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 C-6th year Maintenance | 12008092.57 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078333 | 105412 | None | Vol 3 Item No 16.22 Page No 147 | Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 | Km | 3048.14 | 3048.14 | 3.71 | False | None | None | False | None | False | 11308.5994 | 0 | | 3078334 | 105412 | None | Vol 3 Item No 16.24 i Page No 148 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint | Km | 316.49 | 316.49 | 13.0 | False | None | None | False | None | False | 4114.37 | 0 | | 3078335 | 105412 | None | Vol 3 Item No 5.3i Page No 31 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 18.44 | 18.44 | 20405.0 | False | None | None | False | None | False | 376268.2 | 0 | | 3078336 | 105412 | None | Vol 3 Item No 5.16C Page No 37 | Providing and laying Bituminous Concrete Grading II for traffic more than20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
| Cum | 16829.29 | 16829.29 | 612.15 | False | None | None | False | None | False | 10302049.8735 | 0 | | 3078337 | 105412 | None | PWD SR 2023-24 Volume 3 Item No 5.35 Page No 44 | Construction of sub-grade and earthen shoulders with approved material CBR min 10 percent obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 757.42 | 757.42 | 233.73 | False | None | None | False | None | False | 177031.7766 | 0 | | 3078338 | 105412 | None | Vol 3 Item No 8.15 Page No 67 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 814.27 | 814.27 | 1113.0 | False | None | None | False | None | False | 906282.51 | 0 | | 3078339 | 105412 | None | Vol 3 Item No 8.43 Page No 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Nos | 560.77 | 560.77 | 412.0 | False | None | None | False | None | False | 231037.24 | 0 |
| | 1710433675000 | 0 | None | None | Roads | Package-681 D Road furniture | 1802114.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3078340 | 105413 | None | UNI SR 2023-24 Volume 3 Item No 8.7 Pg No 65 | Direction and Place Identification Signs upto 0.9 Sqm Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 Sqm fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 11163.39 | 11163.39 | 0.81 | False | None | None | False | None | False | 9042.3459 | 0 | | 3078341 | 105413 | None | Vol3 Item No 8.5 ii Pg No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle | Nos | 5803.47 | 5803.47 | 16.0 | False | None | None | False | None | False | 92855.52 | 0 | | 3078342 | 105413 | None | Vol3 Item No 8.5 iv Pg No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of
IRC:67:2022. (ii) 60 cm equilateral triangle | Nos | 4430.66 | 4430.66 | 3.0 | False | None | None | False | None | False | 13291.98 | 0 | | 3078343 | 105413 | None | Vol3 Item No 8.5 x Pg No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x80 mm x 60 mm rectangular | Nos | 6711.66 | 6711.66 | 4.0 | False | None | None | False | None | False | 26846.64 | 0 | | 3078344 | 105413 | None | Vol3 Item No 8.5 xv Pg No 64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xv) 90 cm high octagon | Nos | 8055.97 | 8055.97 | 2.0 | False | None | None | False | None | False | 16111.94 | 0 | | 3078345 | 105413 | None | Vol3 Item No 8.7 Pg No 65 | Direction and Place Identification Signs upto 0.9 Sqm Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 Sqm fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing | Sqm | 11163.39 | 11163.39 | 2.88 | False | None | None | False | None | False | 32150.5632 | 0 | | 3078346 | 105413 | None | Vol3 Item No 8.15 Pg No 67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 656.67 | 656.67 | 1140.5 | False | None | None | False | None | False | 748932.135 | 0 | | 3078347 | 105413 | None | Vol3 Item No 8.13 (i) Pg No 66 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) | Sqm | 251.52 | 251.52 | 5.12 | False | None | None | False | None | False | 1287.7824 | 0 | | 3078348 | 105413 | None | Vol3 Item No 8.16 (ii) Pg No 67 | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast) | Nos | 3626.55 | 3626.55 | 3.0 | False | None | None | False | None | False | 10879.65 | 0 | | 3078349 | 105413 | None | Vol3 Item No 8.16 (iii) Pg No 67 | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) | Nos | 1043.23 | 1043.23 | 9.0 | False | None | None | False | None | False | 9389.07 | 0 | | 3078350 | 105413 | None | Vol3 Item No 8.4 Pg No 63 | Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman | cm | 1.11 | 1.11 | 1430.0 | False | None | None | False | None | False | 1587.3 | 0 | | 3078351 | 105413 | None | Vol3 Item No 8.18 Page No 67 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin | No | 926.77 | 926.77 | 100.0 | False | None | None | False | None | False | 92677.0 | 0 | | 3078352 | 105413 | None | Vol3 Item No 8.17 Page No 67 | Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. | Each | 2504.01 | 2504.01 | 70.0 | False | None | None | False | None | False | 175280.7 | 0 | | 3078353 | 105413 | None | Vol3 Item No Page No 80 | Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for
Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 | No. | 56317.51 | 56317.51 | 2.0 | False | None | None | False | None | False | 112635.02 | 0 | | 3078354 | 105413 | None | Vol1 Item No1.14.1 Pg No 8 | Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 153.0 | False | None | None | False | None | False | 19336.14 | 0 | | 3078355 | 105413 | None | Vol3 Item No 8.29( i) Page No 71 | Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per
IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service | Rmtr | 2740.67 | 2740.67 | 75.0 | False | None | None | False | None | False | 205550.25 | 0 | | 3078356 | 105413 | None | Vol3 Item No 8.43( i) Page No 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cSqm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty
for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | Each | 452.24 | 452.24 | 518.0 | False | None | None | False | None | False | 234260.32 | 0 |
|
|
|---|