| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1710243988000 | 0 | None | None | Roads | PKG-706 Flexible Pavement | 53744598.67 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3009265 | 100490 | None | 2023-24 Volume 3 Item No 16.29 Page 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 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 rECTANGLE 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 Rectangle shaped plate and middle plate and this square section will be welded to the bottom point of the drectangalr shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP 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 | | 3009266 | 100490 | None | UNI SR 2023-24 Volume 3 Item No 3.5 Page 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 | 8167.0 | False | None | None | False | None | False | 60680.81 | 0 | | 3009267 | 100490 | None | UNI SR 2023-24 Volume 1 Item No 1.12 Page No 8 | 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)
| Cum | 117.71 | 117.71 | 2546.84 | False | None | None | False | None | False | 299788.5364 | 0 | | 3009268 | 100490 | 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 oundation of other structures graded with desired compaction.
| Cum | 147.44 | 147.44 | 764.05 | False | None | None | False | None | False | 112651.532 | 0 | | 3009269 | 100490 | 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 | 4408.8 | False | None | None | False | None | False | 2589244.152 | 0 | | 3009270 | 100490 | 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 | 7250.63 | False | None | None | False | None | False | 4428902.3229 | 0 | | 3009271 | 100490 | None | UNI 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 | 3691.5 | False | None | None | False | None | False | 10789516.2 | 0 | | 3009272 | 100490 | 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 | 4406.1 | False | None | None | False | None | False | 13969980.66 | 0 | | 3009273 | 100490 | None | UNI 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 | 50.79 | 50.79 | 14085.0 | False | None | None | False | None | False | 715377.15 | 0 | | 3009274 | 100490 | None | UNI 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 | 14085.0 | False | None | None | False | None | False | 244374.75 | 0 | | 3009275 | 100490 | None | UNI 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 | 704.25 | False | None | None | False | None | False | 8244873.0675 | 0 | | 3009276 | 100490 | None | UNI SR 2023-24 Volume 3 Item No 5.16 C ( Page 38 | 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 | 422.55 | False | None | None | False | None | False | 5734852.8255 | 0 | | 3009277 | 100490 | None | UNI SR 2023-24 Vol-3 Pg No.51 Item No.6.8.2 | 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 separately as per relevant technical specification) (SR 2023-24 Vol-3 Pg No.51 Item No.6.8.2) | Sqm | 1438.48 | 1438.48 | 4530.0 | False | None | None | False | None | False | 6516314.4 | 0 |
| | 1710243988000 | 0 | None | None | Roads | PKG-706 ROAD FURNITURES | 3509225.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009278 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.67 Item No.8.16 (i) | Kilometre StoneReinforced cement concrete M15grade kilometre stone ofstandard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast) (SR 2023-24 Vol-3 Pg No.67 Item No.8.16 (i)) | No | 6295.36 | 6295.36 | 2.0 | False | None | None | False | None | False | 12590.72 | 0 | | 3009279 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.67 Item 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) (SR 2023-24 Vol-3 Pg No.67 Item No.8.16 (ii)) | No | 3626.55 | 3626.55 | 4.0 | False | None | None | False | None | False | 14506.2 | 0 | | 3009280 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.67 Item 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)(SR 2023-24 Vol-3 Pg No.67 Item No.8.16 (iii)) | No | 1043.24 | 1043.24 | 6.0 | False | None | None | False | None | False | 6259.44 | 0 | | 3009281 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.67 Item No.8.15 | 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.(SR 2023-24 Vol-3 Pg No.67 Item No.8.15) | Sqm | 656.67 | 656.67 | 668.0 | False | None | None | False | None | False | 438655.56 | 0 | | 3009282 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.74 Item No.8.43 | 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.(UNI SR 2023-24 Vol-3 Pg No.74 Item No.8.43) | No | 452.24 | 452.24 | 316.0 | False | None | None | False | None | False | 142907.84 | 0 | | 3009283 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.64 Item No.8.5 (ii) | Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 madeof 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 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properlydesigned foundation with M25 grade cement concrete 45 cmx 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 (SR 2023-24 Vol-3 Pg No.64 Item No.8.5 (ii)) | No | 5803.48 | 5803.48 | 22.0 | False | None | None | False | None | False | 127676.56 | 0 | | 3009284 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.64 Item No.8.5 (vii) | 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. (viii) 60 cm circular (SR 2023-24 Vol-3 Pg No.64 Item No.8.5 (vii)) | No | 5323.99 | 5323.99 | 20.0 | False | None | None | False | None | False | 106479.8 | 0 | | 3009285 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.64 Item No.8.5 (x) | 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. (x)80 mm x 60 mm rectangular (SR 2023-24 Vol-3 Pg No.64 Item No.8.5 (x)) | No | 6711.67 | 6711.67 | 8.0 | False | None | None | False | None | False | 53693.36 | 0 | | 3009286 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.64 Item No.8.5 (xii) | 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. (xii) 60 cm x 45 cm rectangular (SR 2023-24 Vol-3 Pg No.64 Item No.8.5 (xii)) | No | 5294.25 | 5294.25 | 40.0 | False | None | None | False | None | False | 211770.0 | 0 | | 3009287 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.64 Item No.8.5 (xv) | 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. (xv) 90 cm high octagon (SR 2023-24 Vol-3 Pg No.64 Item No.8.5 (xv)) | No | 8055.98 | 8055.98 | 8.0 | False | None | None | False | None | False | 64447.84 | 0 | | 3009288 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.65 Item No.8.7 | 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 (SR 2023-24 Vol-3 Pg No.65 Item No.8.7 ) | Sqm | 11163.39 | 11163.39 | 4.86 | False | None | None | False | None | False | 54254.0754 | 0 | | 3009289 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.67 Item No.8.17 | 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.(SR 2023-24 Vol-3 Pg No.67 Item No.8.17) | No | 2504.02 | 2504.02 | 60.0 | False | None | None | False | None | False | 150241.2 | 0 | | 3009290 | 100491 | None | UNI SR 2023-24 Vol-1 Pg No.8 Item No.1.14.1 | Earth work excavation for Foundationdepth 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 (SR 2023-24 Vol-1 Pg No.8 Item No.1.14.1) | Cum | 126.38 | 126.38 | 358.81 | False | None | None | False | None | False | 45346.4078 | 0 | | 3009291 | 100491 | None | UNISR 2023-24 Vol-3 Pg No.69 Item No.8.25 (i) | 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 5mm, 330 mm long complete as per clause 811 (SR 2023-24 Vol-3 Pg No.69 Item No.8.25 (i)) | Mtr | 4295.2 | 4295.2 | 400.0 | False | None | None | False | None | False | 1718080.0 | 0 | | 3009292 | 100491 | None | UNI SR 2023-24 Vol-3 Pg No.71 Item No.8.29) | 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.(SR 2023-24 Vol-3 Pg No.71 Item No.8.29) | m | 2740.67 | 2740.67 | 132.2 | False | None | None | False | None | False | 362316.574 | 0 |
| | 1710243988000 | 0 | None | None | Roads | PKG-706 Drain Work | 24196933.17 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009293 | 100492 | None | UNISR 2023-2024 Vol1, pg No 8 It 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 | 4688.55 | False | None | None | False | None | False | 592538.949 | 0 | | 3009294 | 100492 | None | UNI SR 2023-2024 Vol 1, page No 15 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 | 377.5 | False | None | None | False | None | False | 2801189.675 | 0 | | 3009295 | 100492 | None | UNI SR 2023-2024 Vol 1, page No 18 Item No 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. | Tonne | 97894.63 | 97894.63 | 52.09 | False | None | None | False | None | False | 5099331.2767 | 0 | | 3009296 | 100492 | None | UNI SR 2023-2024 Vol 1, page No 15 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7834.2 | 7834.2 | 475.65 | False | None | None | False | None | False | 3726337.23 | 0 | | 3009297 | 100492 | None | UNI SR 2023-2024 Vol 1, page No 15 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates add 35% extra for rate. | Cum | 10576.17 | 10576.17 | 815.4 | False | None | None | False | None | False | 8623809.018 | 0 | | 3009298 | 100492 | None | UNI SR 2023-2024 Vol 1, page No 15 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . | Cum | 9401.04 | 9401.04 | 356.74 | False | None | None | False | None | False | 3353727.0096 | 0 |
| | 1710243988000 | 0 | None | None | Roads | PKG-706 Construction of Field Culvert | 1148057.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009299 | 100493 | 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 | 165.49 | False | None | None | False | None | False | 20914.6262 | 0 | | 3009300 | 100493 | None | UNI SR 2023-24 v-1 It no. .1.4 Pg no.15 | Levelling Course - M10Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwor shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7420.37 | 7420.37 | 10.31 | False | None | None | False | None | False | 76504.0147 | 0 | | 3009301 | 100493 | None | UNI SR 2023-2024 Vol 1, page No 18 Item No.2.1 h | TMT for All StructuresSupplying, 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 / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. | Tonne | 97894.63 | 97894.63 | 1.12 | False | None | None | False | None | False | 109641.9856 | 0 | | 3009302 | 100493 | None | UNI SR 2023-2024 Vol 1, page No.257 Item No 34.17 | Concrete for Sub Structure WorksProviding and laying in position Reinforced 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 necesary, 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 otherM20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8460.93 | 8460.93 | 47.88 | False | None | None | False | None | False | 405109.3284 | 0 | | 3009303 | 100493 | None | UNI SR 2023-2024 Vol 1, page No 87 Item No 9.1i | 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 double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapetsi. 1000 mm . | m | 11766.78 | 11766.78 | 45.0 | False | None | None | False | None | False | 529505.1 | 0 | | 3009304 | 100493 | None | UNI SR 2023-2024 Vol 1, page No 7 Item No 9.1 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 147.44 | 147.44 | 43.29 | False | None | None | False | None | False | 6382.6776 | 0 |
| | 1710243988000 | 0 | None | None | Roads | PKG-706 WATER SUPPLY PIPE LINE SHIFTING | 4272769.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009305 | 100494 | None | UNI SR 2023-2024 Vol 1, page No 8 Item 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 the work All kinds of soils. Depth upto 1.50 m | Cum | 126.38 | 126.38 | 1080.0 | False | None | None | False | None | False | 136490.4 | 0 | | 3009306 | 100494 | None | UNI SR 2023-2024 Vol 5, page No 96 Item No 9.2.2 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with ectrofusionwelding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth ailable from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make
his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 | m | 354.35 | 354.35 | 1600.0 | False | None | None | False | None | False | 566960.0 | 0 | | 3009307 | 100494 | None | UNI SR 2023-2024 Vol 5, page No 97 Item No 9.3.7 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with ectrofusionwelding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth ailable from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make
his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :HDPE Grade PE80-PN10.0,160mm dia | m | 1677.61 | 1677.61 | 2000.0 | False | None | None | False | None | False | 3355220.0 | 0 | | 3009308 | 100494 | None | UNI SR 2023-2024 Vol 1, page No Item No 1.17 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 198.24 | 198.24 | 1080.0 | False | None | None | False | None | False | 214099.2 | 0 |
| | 1710243988000 | 0 | None | None | Roads | PKG-706 Electric pole Shifting Estimate | 2216624.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009309 | 100495 | None | ELECTRICAL SR | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr LongSteel/RCC/PSCC supports as per approved Drawing. Ordinary Soil | No | 779.33 | 779.33 | 55.0 | False | None | None | False | None | False | 42863.15 | 0 | | 3009310 | 100495 | None | ELECTRICAL SR | 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 | 55.0 | False | None | None | False | None | False | 482193.8 | 0 | | 3009311 | 100495 | None | ELECTRICAL SR | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth | No | 1379.01 | 1379.01 | 55.0 | False | None | None | False | None | False | 75845.55 | 0 | | 3009312 | 100495 | None | ELECTRICAL SR | 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 | 14.0 | False | None | None | False | None | False | 72835.84 | 0 | | 3009313 | 100495 | None | ELECTRICAL SR | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth | No | 1379.01 | 1379.01 | 14.0 | False | None | None | False | None | False | 19306.14 | 0 | | 3009314 | 100495 | None | ELECTRICAL SR | 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 | 55.0 | False | None | None | False | None | False | 59899.4 | 0 | | 3009315 | 100495 | None | ELECTRICAL SR | 11 kV, Cross Arm with HT Top Support
(glass reinforced hot pressed SMC compound) | Set | 890.84 | 890.84 | 55.0 | False | None | None | False | None | False | 48996.2 | 0 | | 3009316 | 100495 | None | ELECTRICAL SR | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) | No | 254.0 | 254.0 | 165.0 | False | None | None | False | None | False | 41910.0 | 0 | | 3009317 | 100495 | None | ELECTRICAL SR | DISC Insulator 45 kN Porcelain | No | 631.89 | 631.89 | 19.0 | False | None | None | False | None | False | 12005.91 | 0 | | 3009318 | 100495 | None | ELECTRICAL SR | Ordinary Soil | No | 405.15 | 405.15 | 13.0 | False | None | None | False | None | False | 5266.95 | 0 | | 3009319 | 100495 | None | ELECTRICAL SR | Releasing of Rabbit Conductor | Km | 4970.87 | 4970.87 | 7.425 | False | None | None | False | None | False | 36908.70975 | 0 | | 3009320 | 100495 | None | ELECTRICAL SR | 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 | 7.425 | False | None | None | False | None | False | 425333.18025 | 0 | | 3009321 | 100495 | None | ELECTRICAL SR | Stringing of Rabbit Conductor (including pin binding, providing
jumps, dead ending, etc.,) | Km | 6483.69 | 6483.69 | 7.425 | False | None | None | False | None | False | 48141.39825 | 0 | | 3009322 | 100495 | None | ELECTRICAL SR | PG Clamp Rabbit to Rabbit | No | 126.38 | 126.38 | 165.0 | False | None | None | False | None | False | 20852.7 | 0 | | 3009323 | 100495 | None | ELECTRICAL SR | T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers | Set | 391.52 | 391.52 | 165.0 | False | None | None | False | None | False | 64600.8 | 0 | | 3009324 | 100495 | None | ELECTRICAL SR | LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018) | No | 358.07 | 358.07 | 3.0 | False | None | None | False | None | False | 1074.21 | 0 | | 3009325 | 100495 | None | ELECTRICAL SR | LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018) | No | 163.55 | 163.55 | 3.0 | False | None | None | False | None | False | 490.65 | 0 | | 3009326 | 100495 | None | ELECTRICAL SR | 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 | 3.0 | False | None | None | False | None | False | 453.48 | 0 | | 3009327 | 100495 | None | ELECTRICAL SR | 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 | 3.0 | False | None | None | False | None | False | 453.48 | 0 | | 3009328 | 100495 | None | ELECTRICAL SR | 1.1 kV Ceramic Pin Insulator (Shell only) | No | 38.41 | 38.41 | 15.0 | False | None | None | False | None | False | 576.15 | 0 | | 3009329 | 100495 | None | ELECTRICAL SR | No. 8 Strain Insulator | No | 33.45 | 33.45 | 15.0 | False | None | None | False | None | False | 501.75 | 0 | | 3009330 | 100495 | None | ELECTRICAL SR 2.16 | Spiral Earth Electrode | Nos. | 296.12 | 296.12 | 69.0 | False | None | None | False | None | False | 20432.28 | 0 | | 3009331 | 100495 | None | ELECTRICAL SR 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing | m | 115.23 | 115.23 | 77.0 | False | None | None | False | None | False | 8872.71 | 0 | | 3009332 | 100495 | None | ELECTRICAL SR 24.01 | 11 kV, GOS
a) 200 Amps, Single Break | Set | 11708.55 | 11708.55 | 3.0 | False | None | None | False | None | False | 35125.65 | 0 | | 3009333 | 100495 | None | ELECTRICAL SR 13.02 | Labour for 11 kV, GOS
a) 200 Amps, Single Break | Set | 1367.86 | 1367.86 | 3.0 | False | None | None | False | None | False | 4103.58 | 0 | | 3009334 | 100495 | None | ELECTRICAL SR 1.8.1 a | a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) | Each | 338.25 | 338.25 | 69.0 | False | None | None | False | None | False | 23339.25 | 0 | | 3009335 | 100495 | None | ELECTRICAL SR 1.8.1b | b Pole base for 9 Mtr Square Pole (650x650x150mm) | Each | 438.61 | 438.61 | 69.0 | False | None | None | False | None | False | 30264.09 | 0 | | 3009336 | 100495 | None | ELECTRICAL SR 1.8.2 a | 9 Mtr support (650x500x1700mm) | Each | 3912.76 | 3912.76 | 69.0 | False | None | None | False | None | False | 269980.44 | 0 | | 3009337 | 100495 | None | ELECTRICAL SR 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 | 3.0 | False | None | None | False | None | False | 743.4 | 0 | | 3009338 | 100495 | None | ELECTRICAL SR 21.02 | for Poles 25 to 105 Mtr | Each | 353.12 | 353.12 | 55.0 | False | None | None | False | None | False | 19421.6 | 0 | | 3009339 | 100495 | None | ELECTRICAL SR 22.02 | For ACSR Conductors 25 to 105 Mtr | Km | 152.4 | 152.4 | 7.425 | False | None | None | False | None | False | 1131.57 | 0 | | 3009340 | 100495 | None | ELECTRICAL SR 26.02 | 9 Mtr RCC/PSCC Pole | No | 175.94 | 175.94 | 55.0 | False | None | None | False | None | False | 9676.7 | 0 | | 3009341 | 100495 | None | ELECTRICAL SR 5.06 | Fixing of HT/LT Single Top Support | Each | 138.77 | 138.77 | 55.0 | False | None | None | False | None | False | 7632.35 | 0 | | 3009342 | 100495 | None | ELECTRICAL SR 26.01 | 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 | No | 7093.28 | 7093.28 | 3.0 | False | None | None | False | None | False | 21279.84 | 0 | | 3009343 | 100495 | None | ELECTRICAL SR | 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 | | 3009344 | 100495 | None | ELECTRICAL SR 6.08 | DISC Insulator 45 kN Porcelain | No | 631.89 | 631.89 | 19.0 | False | None | None | False | None | False | 12005.91 | 0 | | 3009345 | 100495 | None | ELECTRICAL SR | 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 | | 3009346 | 100495 | None | ELECTRICAL SR | 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 | | 3009347 | 100495 | None | ELECTRICAL SR | Caution/Danger Board | No | 185.85 | 185.85 | 3.0 | False | None | None | False | None | False | 557.55 | 0 | | 3009348 | 100495 | None | ELECTRICAL SR | Anti Climbing Device (12 Mtr GI Barbed wire) | No | 110.27 | 110.27 | 3.0 | False | None | None | False | None | False | 330.81 | 0 | | 3009349 | 100495 | None | ELECTRICAL SR | 8 SWG GI Wire (44/6.18.3) | Mtr | 23.54 | 23.54 | 450.0 | False | None | None | False | None | False | 10593.0 | 0 | | 3009350 | 100495 | None | ELECTRICAL SR | 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 | | 3009351 | 100495 | None | ELECTRICAL SR | 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 | | 3009352 | 100495 | None | ELECTRICAL SR | 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 | | 3009353 | 100495 | None | ELECTRICAL SR 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 | 3.0 | False | None | None | False | None | False | 35125.65 | 0 | | 3009354 | 100495 | None | ELECTRICAL SR | 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 | | 3009355 | 100495 | None | ELECTRICAL SR 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 | | 3009356 | 100495 | None | ELECTRICAL SR 27.08 | 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 | | 3009357 | 100495 | None | ELECTRICAL SR 27.03 | 63 kVA | No | 353.12 | 353.12 | 1.0 | False | None | None | False | None | False | 353.12 | 0 | | 3009358 | 100495 | None | ELECTRICAL SR 27.03 | 100 kVA | No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3009359 | 100495 | None | ELECTRICAL SR | Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr | No | 1172.09 | 1172.09 | 3.0 | False | None | None | False | None | False | 3516.27 | 0 | | 3009360 | 100495 | None | ELECTRICAL SR | 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 | | 3009361 | 100495 | None | ELECTRICAL SR 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 | | 3009362 | 100495 | None | ELECTRICAL SR 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 | | 3009363 | 100495 | None | ELECTRICAL SR 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 | | 3009364 | 100495 | None | ELECTRICAL SR 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 |
| | 1710243988000 | 0 | None | None | Roads | PKG-706 1st Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009365 | 100496 | 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.(4530 sqm Qty to be Executed )
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3009366 | 100496 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 14 | 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.
(3020 mtr Qty to be Executed) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3009367 | 100496 | 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 (4530 sqm Qty to be Executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710243988000 | 0 | None | None | Roads | PKG-706 2nd Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009368 | 100497 | 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.(450 sqm Qty to be Executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3009369 | 100497 | None | UNI SR 2023-24 Volume 3 Item No 16.19 Page No 14 | 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. (1208 m Qty to be Executed)
| Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3009370 | 100497 | 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(453 sqm Qty to be Executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3009371 | 100497 | 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 (166.1 sqm Qty to be Executed)
| Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710243988000 | 0 | None | None | Roads | PKG-706 3rd Year Maintainance | 117406.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009372 | 100498 | 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 | 18.12 | False | None | None | False | None | False | 9881.9232 | 0 | | 3009373 | 100498 | 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 | 1208.0 | False | None | None | False | None | False | 10062.64 | 0 | | 3009374 | 100498 | 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 | 135.9 | False | None | None | False | None | False | 7354.908 | 0 | | 3009375 | 100498 | 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 | 453.0 | False | None | None | False | None | False | 60973.8 | 0 | | 3009376 | 100498 | 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 | 1.51 | False | None | None | False | None | False | 4157.2716 | 0 | | 3009377 | 100498 | None | UNI SR 2023-24 Volume 3 Item No 16.24i Page 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 | 1.51 | False | None | None | False | None | False | 431.6486 | 0 | | 3009378 | 100498 | 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 | 41.52 | False | None | None | False | None | False | 24544.548 | 0 |
| | 1710243988000 | 0 | None | None | Roads | PKG-706 4th Year Maintenance | 160653.61 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009379 | 100499 | 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 | 564.84 | 564.84 | 18.12 | False | None | None | False | None | False | 10234.9008 | 0 | | 3009380 | 100499 | None | UNI SR 2023-24 Volume 3 Item No 16.19 ( Page No | 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 | 8.63 | 8.63 | 1208.0 | False | None | None | False | None | False | 10425.04 | 0 | | 3009381 | 100499 | 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 | 135.9 | False | None | None | False | None | False | 7617.195 | 0 | | 3009382 | 100499 | 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 | 453.0 | False | None | None | False | None | False | 63152.73 | 0 | | 3009383 | 100499 | 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 | 52.85 | False | None | None | False | None | False | 32357.941 | 0 | | 3009384 | 100499 | 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 | 270.0 | False | None | None | False | None | False | 36865.8 | 0 |
| | 1710243988000 | 0 | None | None | Roads | PKG-706 5th Year Maintenance | 199673.59 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009385 | 100500 | 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 | 584.32 | 584.32 | 18.12 | False | None | None | False | None | False | 10587.8784 | 0 | | 3009386 | 100500 | None | UNI SR 2023-24 Volume 3 Item No 16.19 ( Page No | 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 | 8.93 | 8.93 | 1208.0 | False | None | None | False | None | False | 10787.44 | 0 | | 3009387 | 100500 | 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 | 135.9 | False | None | None | False | None | False | 7880.841 | 0 | | 3009388 | 100500 | 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 | 453.0 | False | None | None | False | None | False | 65331.66 | 0 | | 3009389 | 100500 | 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 | 105.7 | False | None | None | False | None | False | 66948.266 | 0 | | 3009390 | 100500 | 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 | 270.0 | False | None | None | False | None | False | 38137.5 | 0 |
| | 1710243989000 | 0 | None | None | Roads | PKG-706 6th Year Renewal | 7709374.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3009391 | 100501 | 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 | 3048.14 | 3048.14 | 1.51 | False | None | None | False | None | False | 4602.6914 | 0 | | 3009392 | 100501 | None | UNI SR 2023-24 Volume 3 Item No 16.24 i ( Page 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 | 21.0 | False | None | None | False | None | False | 6646.29 | 0 | | 3009393 | 100501 | None | UNI SR 2023-24 Volume 3 Item No 8.1 Page 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 | 167.46 | 167.46 | 87.0 | False | None | None | False | None | False | 14569.02 | 0 | | 3009394 | 100501 | 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 | 13590.0 | False | None | None | False | None | False | 250599.6 | 0 | | 3009395 | 100501 | None | UNI SR 2023-24 Volume 3 Item No 5.16C Page No 37 | Providing and laying Bituminous Concrete Grading II for traffic 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 | 407.7 | False | None | None | False | None | False | 6861301.533 | 0 | | 3009396 | 100501 | None | UNI SR 2023-24 Volume 3 Item No 8.15 Page No 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 | 528.5 | False | None | None | False | None | False | 430341.695 | 0 | | 3009397 | 100501 | None | UNI 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 | Nos | 560.77 | 560.77 | 252.0 | False | None | None | False | None | False | 141314.04 | 0 |
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