| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1710397452000 | 0 | None | None | Roads | Package-675 A-Road | 84946819.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3061950 | 104094 | None | SR 2023-24, V-3,Pg. No. 149 I.No.16.29 | Providing and fixing of typical PMGSY type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). 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 25mm x 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 Providing and fixing of typical PMGSY type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). 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 25mm x 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 | No | 19021.13 | 19021.13 | 2.0 | False | None | None | False | None | False | 38042.26 | 0 | | 3061951 | 104094 | None | SR 2023-24, V-3,Pg. No. 9 I.No.2.5(ii) a | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle | Sqm | 486.93 | 486.93 | 108.0 | False | None | None | False | None | False | 52588.44 | 0 | | 3061952 | 104094 | None | SR 2023-24, V-3,Pg. No. 9 I.No.2.1 (A) (i) | Cutting of Trees, excluding removal of stumps and roots of trees | Each | 737.21 | 737.21 | 14.0 | False | None | None | False | None | False | 10320.94 | 0 | | 3061953 | 104094 | None | SR 2023-24, V-3,Pg. No. 9 I.No.2.1 (A) (ii) | Cutting of Trees, excluding removal of stumps and roots of trees
| Each | 1172.09 | 1172.09 | 38.0 | False | None | None | False | None | False | 44539.42 | 0 | | 3061954 | 104094 | None | SR 2023-24, V-3,Pg. No. 17 I.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 | 19325.0 | False | None | None | False | None | False | 143584.75 | 0 | | 3061955 | 104094 | None | SR 2023-24, V-1,Pg. No. 8 I.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 | 4659.41 | False | None | None | False | None | False | 548459.1511 | 0 | | 3061956 | 104094 | None | SR 2023-24, V-1,Pg. No. 7 I.No.1.7 | 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. (Royalty shall be recovered @ Rs. 60.00/m3) | Cum | 147.44 | 147.44 | 1509.1 | False | None | None | False | None | False | 222501.704 | 0 | | 3061957 | 104094 | None | SR 2023-24, V-1,Pg. No. 7 I.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. If the height of embankment construction is more than 1.50 m add 5% per cum for every 1.50 m height or part there of Deduct 5% per cum if rollers are not used and tamping is done manually Add 8% per cum for works under foul & sullage situation
| Cum | 587.29 | 587.29 | 8397.26 | False | None | None | False | None | False | 4931626.8254 | 0 | | 3061958 | 104094 | None | SR 2023-24, V-3,Pg. No. 17 I.No.3.6 | Construction of sub-grade and earthen shoulders with approved material 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 | 19506.04 | False | None | None | False | None | False | 11914874.4132 | 0 | | 3061959 | 104094 | None | SR 2023-24, V-3,Pg. No. 23 I.No.4.2.(B) (5) | 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 B) For Grading -V Material | Cum | 2922.8 | 2922.8 | 6527.34 | False | None | None | False | None | False | 19078109.352 | 0 | | 3061960 | 104094 | None | SR 2023-24, V-3,Pg. No. 26 I.No.4.17 | Wet Mix Macadam (Plant mix method) 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 | 6662.93 | False | None | None | False | None | False | 21125485.858 | 0 | | 3061961 | 104094 | None | SR 2023-24, V-3,Pg. No. 31 I.No.5.1 A (i) | Prime Coat over WMM/WBM 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/m2 using mechanical means. | Sqm | 50.8 | 50.8 | 25301.6 | False | None | None | False | None | False | 1285321.28 | 0 | | 3061962 | 104094 | None | SR 2023-24, V-3,Pg. No. 31 I.No.5.4 | Tack coat on Granular surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface
| Sqm | 17.35 | 17.35 | 25301.6 | False | None | None | False | None | False | 438982.76 | 0 | | 3061963 | 104094 | None | SR 2023-24, V-3,Pg. No. 35 I.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 | 1265.08 | False | None | None | False | None | False | 14810683.7348 | 0 | | 3061964 | 104094 | None | SR 2023-24, V-3,Pg. No. 38 I.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 | 759.04 | False | None | None | False | None | False | 10301698.4704 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A-Traffic Saftey Measures | 2108361.56 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3061965 | 104095 | None | UNI SR 2023-24, V-3,Pg. No. 65 I. No.8.7. | 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 * 35 * 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 * 45 * 60 cm, 60 cm below ground level as per approved drawing | Sqm | 11163.39 | 11163.39 | 2.7 | False | None | None | False | None | False | 30141.153 | 0 | | 3061966 | 104095 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (ii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 5803.48 | 5803.48 | 42.0 | False | None | None | False | None | False | 243746.16 | 0 | | 3061967 | 104095 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (viii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 5323.98 | 5323.98 | 2.0 | False | None | None | False | None | False | 10647.96 | 0 | | 3061968 | 104095 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (xii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 5233.54 | 5233.54 | 56.0 | False | None | None | False | None | False | 293078.24 | 0 | | 3061969 | 104095 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (xv) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 8055.98 | 8055.98 | 2.0 | False | None | None | False | None | False | 16111.96 | 0 | | 3061970 | 104095 | None | SR 2023-24, V-3,Pg. No. 67 I. 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 at 250 g per 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.
(Note : 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2. Cost of painter is already included in usage charges of road marking machine) | Sqm | 656.67 | 656.67 | 1184.33 | False | None | None | False | None | False | 777713.9811 | 0 | | 3061971 | 104095 | None | SR 2023-24, V-3,Pg. No. 74 I. 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. | Nos | 452.24 | 452.24 | 780.0 | False | None | None | False | None | False | 352747.2 | 0 | | 3061972 | 104095 | None | UNI SR 2023-24, V-3,Pg. No. 67 I. No.8.16(i) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
5th kilometre stone (precast) | Each | 6295.36 | 6295.36 | 1.0 | False | None | None | False | None | False | 6295.36 | 0 | | 3061973 | 104095 | None | UNI SR 2023-24, V-3,Pg. No. 67 I. No.8.16(ii) | Reinforced cement concrete M-15 Grade kilometer 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 | 5.0 | False | None | None | False | None | False | 18132.75 | 0 | | 3061974 | 104095 | None | UNI SR 2023-24, V-3,Pg. No. 67 I. No.8.16(iii) | Reinforced cement concrete M-15 Grade kilometer 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 | 18.0 | False | None | None | False | None | False | 18778.32 | 0 | | 3061975 | 104095 | None | UNI SR 2023-24, V-3,Pg. No. 67 I. 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. | Each | 2504.02 | 2504.02 | 4.86 | False | None | None | False | None | False | 12169.5372 | 0 | | 3061976 | 104095 | None | UNI SR 2023-24, V-1,Pg. No. 8 I. 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.
In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 162.0 | False | None | None | False | None | False | 20473.56 | 0 | | 3061977 | 104095 | None | UNI SR 2023-24, V-3,Pg. No. 71 I. No.8.29(i) | 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. | m | 2740.67 | 2740.67 | 112.5 | False | None | None | False | None | False | 308325.375 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A- Reconstruction of 1Rows 1200 Dia Pipe Culverts | 3649732.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3061978 | 104096 | None | SR 2023 - 24 ,V-3,Page No 10 Item No2.8 (ii) (A) | 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 withall lifts and lead
By Mechanical Means Cement Concrete Grade M-15 & M-20 | Cum | 890.84 | 890.84 | 18.0 | False | None | None | False | None | False | 16035.12 | 0 | | 3061979 | 104096 | None | SR 2023 - 24 ,V-3,Page No 11 Item No2.17(ix) (B) | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. | m | 1185.72 | 1185.72 | 13.0 | False | None | None | False | None | False | 15414.36 | 0 | | 3061980 | 104096 | None | SR 2023 - 24 ,V-3,Page No 11 Item No2.17(ix) (A) | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. | m | 1357.94 | 1357.94 | 14.0 | False | None | None | False | None | False | 19011.16 | 0 | | 3061981 | 104096 | None | SR 2023 - 24 ,V-1,Page No 8 Item No1.14.1 | 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 In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 160.29 | False | None | None | False | None | False | 20257.4502 | 0 | | 3061982 | 104096 | None | SR 2023 - 24 ,V-1,Page No 7 Item No1.8. | 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 | 435.57 | False | None | None | False | None | False | 255805.9053 | 0 | | 3061983 | 104096 | None | SR 2023 - 24 ,V-3,Page No 117 Item No12.3 (a) | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification
Granular material | Cum | 1447.15 | 1447.15 | 69.71 | False | None | None | False | None | False | 100880.8265 | 0 | | 3061984 | 104096 | None | SR 2023 - 24 ,V-1,Page No 15 Item No2.1.3 | 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 including cost of formwork. | Cum | 7420.37 | 7420.37 | 11.83 | False | None | None | False | None | False | 87782.9771 | 0 | | 3061985 | 104096 | None | SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 | 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 including cost of formwork. | Cum | 8460.93 | 8460.93 | 165.88 | False | None | None | False | None | False | 1403499.0684 | 0 | | 3061986 | 104096 | None | SR 2023 - 24 ,V-3,Page No 87 Item No9.1.(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 .
ii. 1200mm dia | m | 13340.31 | 13340.31 | 62.5 | False | None | None | False | None | False | 833769.375 | 0 | | 3061987 | 104096 | None | SR 2023 - 24 ,V-3,Page No 129 Item No14.1(A) | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
A)Boulder Laid Dry Without Wire Crates. | Cum | 2368.97 | 2368.97 | 18.16 | False | None | None | False | None | False | 43020.4952 | 0 | | 3061988 | 104096 | None | SR 2023 - 24 ,V-3,Page No 129 Item No14.4(A) | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
A)Stone /Boulder | Cum | 2368.97 | 2368.97 | 150.0 | False | None | None | False | None | False | 355345.5 | 0 | | 3061989 | 104096 | None | SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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.
h. All other type of structures | t | 97894.63 | 97894.63 | 3.88 | False | None | None | False | None | False | 379831.1644 | 0 | | 3061990 | 104096 | None | SR 2023 - 24 ,V-3,Page No 67 Item No8.18 | Boundary pillar 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 | 100.0 | False | None | None | False | None | False | 92677.0 | 0 | | 3061991 | 104096 | None | SR 2023 - 24 ,V-3,Page No 66 Item No8.10. | 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 | 135.05 | 135.05 | 195.5 | False | None | None | False | None | False | 26402.275 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A-Construction of Three Rows NP4 1200 mm Dia | 4646304.69 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3061992 | 104097 | None | SR 2023 - 24 ,V-3,Page No 10 Item No2.8 (ii) (A) | 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 withall lifts and lead
By Mechanical Means Cement Concrete Grade M-15 & M-20 | Cum | 890.84 | 890.84 | 14.76 | False | None | None | False | None | False | 13148.7984 | 0 | | 3061993 | 104097 | None | SR 2023 - 24 ,V-3,Page No 11 Item No2.17(ix) (A) | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. | m | 1702.39 | 1702.39 | 42.0 | False | None | None | False | None | False | 71500.38 | 0 | | 3061994 | 104097 | None | SR 2023 - 24 ,V-1,Page No 8 Item No1.14.1 | 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 In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 191.54 | False | None | None | False | None | False | 24206.8252 | 0 | | 3061995 | 104097 | None | SR 2023 - 24 ,V-1,Page No 7 Item No1.8. | 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 | 365.43 | False | None | None | False | None | False | 214613.3847 | 0 | | 3061996 | 104097 | None | SR 2023 - 24 ,V-3,Page No 117 Item No12.3 (a) | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification
Granular material | Cum | 1447.15 | 1447.15 | 145.85 | False | None | None | False | None | False | 211066.8275 | 0 | | 3061997 | 104097 | None | SR 2023 - 24 ,V-1,Page No 15 Item No2.1.3 | 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 including cost of formwork. | Cum | 7420.37 | 7420.37 | 13.34 | False | None | None | False | None | False | 98987.7358 | 0 | | 3061998 | 104097 | None | SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 | 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 including cost of formwork. | Cum | 8460.93 | 8460.93 | 201.65 | False | None | None | False | None | False | 1706146.5345 | 0 | | 3061999 | 104097 | None | SR 2023 - 24 ,V-3,Page No 87 Item No9.1.(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 .
ii. 1200mm dia | m | 13340.31 | 13340.31 | 112.5 | False | None | None | False | None | False | 1500784.875 | 0 | | 3062000 | 104097 | None | SR 2023 - 24 ,V-3,Page No 129 Item No14.1(A) | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
A)Boulder Laid Dry Without Wire Crates. | Cum | 2368.97 | 2368.97 | 27.41 | False | None | None | False | None | False | 64933.4677 | 0 | | 3062001 | 104097 | None | SR 2023 - 24 ,V-3,Page No 129 Item No14.4(A) | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
A)Stone /Boulder | Cum | 2368.97 | 2368.97 | 90.0 | False | None | None | False | None | False | 213207.3 | 0 | | 3062002 | 104097 | None | SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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.
h. All other type of structures | t | 97894.62 | 97894.62 | 4.55 | False | None | None | False | None | False | 445420.521 | 0 | | 3062003 | 104097 | None | SR 2023 - 24 ,V-3,Page No 67 Item No8.18 | Boundary pillar 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 | 60.0 | False | None | None | False | None | False | 55606.2 | 0 | | 3062004 | 104097 | None | SR 2023 - 24 ,V-3,Page No 66 Item No8.10. | 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 | 135.05 | 135.05 | 197.57 | False | None | None | False | None | False | 26681.8285 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A-Improvements of Existing CD | 109152.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062005 | 104098 | None | SR 2023 - 24 ,V-1,Page No 8 Item No1.12 | Nala Training : 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 depthnot 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. | Cum | 117.7 | 117.7 | 172.8 | False | None | None | False | None | False | 20338.56 | 0 | | 3062006 | 104098 | None | SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 | 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 including cost of formwork. | Cum | 8460.93 | 8460.93 | 0.96 | False | None | None | False | None | False | 8122.4928 | 0 | | 3062007 | 104098 | None | SR 2023 - 24 ,V-3,Page No 129 Item No14.4(A) | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
A)Stone /Boulder | Cum | 2368.96 | 2368.96 | 18.0 | False | None | None | False | None | False | 42641.28 | 0 | | 3062008 | 104098 | None | SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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.
h. All other type of structures | t | 97894.63 | 97894.63 | 0.01 | False | None | None | False | None | False | 978.9463 | 0 | | 3062009 | 104098 | None | SR 2023 - 24 ,V-3,Page No 67 Item No8.18 | Boundary pillar
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 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A-Field Approach CD | 2247825.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062010 | 104099 | None | SR 2023 - 24 ,V-1,Page No 8 Item No1.14.1 | 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 In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 140.65 | False | None | None | False | None | False | 17775.347 | 0 | | 3062011 | 104099 | None | SR 2023 - 24 ,V-3,Page No 146 Item No16.15.c | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6
750 mm dia | m | 4132.06 | 4132.06 | 150.0 | False | None | None | False | None | False | 619809.0 | 0 | | 3062012 | 104099 | None | SR 2023 - 24 ,V-1,Page No 7 Item No1.8. | 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 | 229.91 | False | None | None | False | None | False | 135023.8439 | 0 | | 3062013 | 104099 | None | SR 2023 - 24 ,V-1,Page No 15 Item No2.1.3 | 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 including cost of formwork. | Cum | 7420.37 | 7420.37 | 11.0 | False | None | None | False | None | False | 81624.07 | 0 | | 3062014 | 104099 | None | SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 | 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 including cost of formwork. | Cum | 8460.93 | 8460.93 | 131.04 | False | None | None | False | None | False | 1108720.2672 | 0 | | 3062015 | 104099 | None | SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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.
h. All other type of structures | t | 97894.63 | 97894.63 | 2.91 | False | None | None | False | None | False | 284873.3733 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A-Water Supply | 114015.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062016 | 104100 | None | SR WS, UW 2023-24 , V-1 Pg No. ,10 I.No 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. | Cum | 324.62 | 324.62 | 81.0 | False | None | None | False | None | False | 26294.22 | 0 | | 3062017 | 104100 | None | SR WS, UW 2023-24 , V-5 Pg No. ,95 I.No 9.2.3 | Providing, 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 electrofusion welding, 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 available 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. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE80-PN8.0,140mm dia | m | 473.3 | 473.3 | 150.0 | False | None | None | False | None | False | 70995.0 | 0 | | 3062018 | 104100 | None | SR WS, UW 2023-24 , V-5 Pg No. ,121 I.No 10.15.6 | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning
(Contractor will make his own arrangements for procuring water for testing) etc. complete for: | Cum | 111.51 | 111.51 | 150.0 | False | None | None | False | None | False | 16726.5 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A-Maintenance cost for 3rd Year | 434626.67 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062019 | 104101 | None | UNI SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 545.36 | 545.36 | 54.0 | False | None | None | False | None | False | 29449.44 | 0 | | 3062020 | 104101 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | m | 8.33 | 8.33 | 3600.0 | False | None | None | False | None | False | 29988.0 | 0 | | 3062021 | 104101 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3. | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 54.12 | 54.12 | 405.0 | False | None | None | False | None | False | 21918.6 | 0 | | 3062022 | 104101 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 134.61 | 134.61 | 1350.0 | False | None | None | False | None | False | 181723.5 | 0 | | 3062023 | 104101 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (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 504 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 | 123.75 | False | None | None | False | None | False | 73154.8125 | 0 | | 3062024 | 104101 | None | UNI SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Nala Training : 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. | Cum | 131.83 | 131.83 | 202.5 | False | None | None | False | None | False | 26695.575 | 0 | | 3062025 | 104101 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.22 | 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 1911. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Km | 2753.16 | 2753.16 | 4.5 | False | None | None | False | None | False | 12389.22 | 0 | | 3062026 | 104101 | None | SR 2023-24, V-3, Page No. 148, Item No. 16.24 (i) | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Clause 1913. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. Painting two coats with synthetic enamel paint | Km | 285.86 | 285.86 | 4.5 | False | None | None | False | None | False | 1286.37 | 0 | | 3062027 | 104101 | None | UNI SR 2023-24, V-3, Page No. 66, Item No. 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 | Sqm | 151.26 | 151.26 | 340.2 | False | None | None | False | None | False | 51458.652 | 0 | | 3062028 | 104101 | None | UNI SR 2023-24, V-3, Page No. 63, Item No. 8.4 | 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 etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. | cm | 1.25 | 1.25 | 5250.0 | False | None | None | False | None | False | 6562.5 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A-4th Year Maintenace | 375853.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062029 | 104102 | None | SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 564.83 | 564.83 | 54.0 | False | None | None | False | None | False | 30500.82 | 0 | | 3062030 | 104102 | None | SR 2023-24, V-3, Page No. 147, Item No. 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | m | 8.62 | 8.62 | 3600.0 | False | None | None | False | None | False | 31032.0 | 0 | | 3062031 | 104102 | None | SR 2023-24, V-3, Page No. 91, Item No. 10.3. | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 56.05 | 56.05 | 405.0 | False | None | None | False | None | False | 22700.25 | 0 | | 3062032 | 104102 | None | SR 2023-24, V-3, Page No. 91, Item No. 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 139.41 | 139.41 | 1350.0 | False | None | None | False | None | False | 188203.5 | 0 | | 3062033 | 104102 | None | SR 2023-24, V-3, Page No. 91, Item No. 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (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 504 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 | 123.75 | False | None | None | False | None | False | 75767.175 | 0 | | 3062034 | 104102 | None | SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Nala Training : 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. | Cum | 136.54 | 136.54 | 202.5 | False | None | None | False | None | False | 27649.35 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A-5th Year Maintenance | 467205.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062035 | 104103 | None | SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 584.31 | 584.31 | 54.0 | False | None | None | False | None | False | 31552.74 | 0 | | 3062036 | 104103 | None | SR 2023-24, V-3, Page No. 147, Item No. 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | m | 8.92 | 8.92 | 3600.0 | False | None | None | False | None | False | 32112.0 | 0 | | 3062037 | 104103 | None | SR 2023-24, V-3, Page No. 91, Item No. 10.3. | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 57.98 | 57.98 | 405.0 | False | None | None | False | None | False | 23481.9 | 0 | | 3062038 | 104103 | None | SR 2023-24, V-3, Page No. 91, Item No. 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 144.22 | 144.22 | 1350.0 | False | None | None | False | None | False | 194697.0 | 0 | | 3062039 | 104103 | None | SR 2023-24, V-3, Page No. 91, Item No. 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (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 504 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 | 633.37 | 633.37 | 247.5 | False | None | None | False | None | False | 156759.075 | 0 | | 3062040 | 104103 | None | SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Nala Training : 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. | Cum | 141.25 | 141.25 | 202.5 | False | None | None | False | None | False | 28603.125 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A-6th Year Maintenance | 14333241.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062041 | 104104 | None | SR 2023-24, V-3, Page No. 147, Item No. 16.22 | 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 1911. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Km | 3048.14 | 3048.14 | 4.5 | False | None | None | False | None | False | 13716.63 | 0 | | 3062042 | 104104 | None | SR 2023-24, V-3, Page No. 148, Item No. 16.24 i | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Clause 1913. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. Painting two coats with synthetic enamel paint | Km | 316.49 | 316.49 | 4.5 | False | None | None | False | None | False | 1424.205 | 0 | | 3062043 | 104104 | None | SR 2023-24, V-3, Page No. 66, Item No. 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 | Sqm | 167.46 | 167.46 | 340.2 | False | None | None | False | None | False | 56969.892 | 0 | | 3062044 | 104104 | None | SR 2023-24, V-3, Page No. 63, Item No. 8.4 | 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 etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. | cm | 1.38 | 1.38 | 5250.0 | False | None | None | False | None | False | 7245.0 | 0 | | 3062045 | 104104 | None | SR 2023-24, V-3, Page No. 31, 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 etc. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 18.44 | 18.44 | 25301.6 | False | None | None | False | None | False | 466561.504 | 0 | | 3062046 | 104104 | None | SR 2023-24, V-3, Page No. 38, 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 | 16829.28 | 16829.28 | 759.04 | False | None | None | False | None | False | 12774096.6912 | 0 | | 3062047 | 104104 | None | UNI SR 2023-24, V-3, Page No. 67, Item No. 8.15 | 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 etc. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 814.27 | 814.27 | 900.0 | False | None | None | False | None | False | 732843.0 | 0 | | 3062048 | 104104 | None | UNI SR 2023-24, V-3, Page 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. | No | 560.77 | 560.77 | 500.0 | False | None | None | False | None | False | 280385.0 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A- Electrical Estimate | 1067696.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062049 | 104105 | 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 | 779.33 | 779.33 | 30.0 | False | None | None | False | None | False | 23379.9 | 0 | | 3062050 | 104105 | 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"
| Nos | 8767.16 | 8767.16 | 30.0 | False | None | None | False | None | False | 263014.8 | 0 | | 3062051 | 104105 | 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 | 30.0 | False | None | None | False | None | False | 41370.3 | 0 | | 3062052 | 104105 | 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 | 8.0 | False | None | None | False | None | False | 41620.48 | 0 | | 3062053 | 104105 | 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 | 8.0 | False | None | None | False | None | False | 11032.08 | 0 | | 3062054 | 104105 | 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 | 30.0 | False | None | None | False | None | False | 32672.4 | 0 | | 3062055 | 104105 | None | 3.01 | 11 kV, Cross Arm with HT Top Support
(glass reinforced hot pressed SMC compound)"
| Set | 890.84 | 890.84 | 30.0 | False | None | None | False | None | False | 26725.2 | 0 | | 3062056 | 104105 | None | 6.05 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod)
| Nos | 254.0 | 254.0 | 90.0 | False | None | None | False | None | False | 22860.0 | 0 | | 3062057 | 104105 | None | 6.08 | DISC Insulator 45 kN Porcelain
| Nos | 631.89 | 631.89 | 10.0 | False | None | None | False | None | False | 6318.9 | 0 | | 3062058 | 104105 | None | 6.05 | Releasing of Rabbit Conductor
| Per Km | 4970.87 | 4970.87 | 4.05 | False | None | None | False | None | False | 20132.0235 | 0 | | 3062059 | 104105 | 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 | 4.05 | False | None | None | False | None | False | 231999.9165 | 0 | | 3062060 | 104105 | None | 6.02 | Stringing of Rabbit Conductor (including pin binding, providing
jumps, dead ending, etc.,)"
| Per Km | 6483.69 | 6483.69 | 4.05 | False | None | None | False | None | False | 26258.9445 | 0 | | 3062061 | 104105 | None | 9.03 | PG Clamp Rabbit to Rabbit
| No | 126.38 | 126.38 | 90.0 | False | None | None | False | None | False | 11374.2 | 0 | | 3062062 | 104105 | None | 10.06 | T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers
| Set | 391.52 | 391.52 | 90.0 | False | None | None | False | None | False | 35236.8 | 0 | | 3062063 | 104105 | 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 | 2.0 | False | None | None | False | None | False | 716.14 | 0 | | 3062064 | 104105 | 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 | 2.0 | False | None | None | False | None | False | 327.1 | 0 | | 3062065 | 104105 | 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 | 2.0 | False | None | None | False | None | False | 302.32 | 0 | | 3062066 | 104105 | 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 | 2.0 | False | None | None | False | None | False | 302.32 | 0 | | 3062067 | 104105 | None | 6.03 | 1.1 kV Ceramic Pin Insulator (Shell only)
| Nos. | 38.41 | 38.41 | 10.0 | False | None | None | False | None | False | 384.1 | 0 | | 3062068 | 104105 | None | 6.06 | No. 8 Strain Insulator
| Nos | 33.45 | 33.45 | 10.0 | False | None | None | False | None | False | 334.5 | 0 | | 3062069 | 104105 | None | 2.16 | Spiral Earth Electrode
| Nos | 296.12 | 296.12 | 38.0 | False | None | None | False | None | False | 11252.56 | 0 | | 3062070 | 104105 | None | 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing
| Mtr | 115.23 | 115.23 | 42.0 | False | None | None | False | None | False | 4839.66 | 0 | | 3062071 | 104105 | None | 24.01 | 11 kV, GOS
a) 200 Amps, Single Break "
| Set | 11708.55 | 11708.55 | 2.0 | False | None | None | False | None | False | 23417.1 | 0 | | 3062072 | 104105 | None | 13.02 | Labour for 11 kV, GOS
a) 200 Amps, Single Break"
| Set | 1367.86 | 1367.86 | 2.0 | False | None | None | False | None | False | 2735.72 | 0 | | 3062073 | 104105 | 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 | 38.0 | False | None | None | False | None | False | 12853.5 | 0 | | 3062074 | 104105 | 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 | 38.0 | False | None | None | False | None | False | 16667.18 | 0 | | 3062075 | 104105 | None | 1.8.2.a | B) Pole Concreting with CC 1:2:4 (without coping) 9 Mtr support(650x500x1700mm)
| Each | 3912.76 | 3912.76 | 38.0 | False | None | None | False | None | False | 148684.88 | 0 | | 3062076 | 104105 | 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 | 2.0 | False | None | None | False | None | False | 495.6 | 0 | | 3062077 | 104105 | 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 | 30.0 | False | None | None | False | None | False | 10593.6 | 0 | | 3062078 | 104105 | 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 | 152.4 | 152.4 | 4.05 | False | None | None | False | None | False | 617.22 | 0 | | 3062079 | 104105 | 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
| Nos | 175.94 | 175.94 | 30.0 | False | None | None | False | None | False | 5278.2 | 0 | | 3062080 | 104105 | 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 | 30.0 | False | None | None | False | None | False | 4163.1 | 0 | | 3062081 | 104105 | None | 6.08 | Loading and unloading of Pole (loading of Pole to vehicles at stores and unloading at workspot)
NOTE:- Consolidated amount for both loading and unloading." DISC Insulator 45 kN Porcelain
| No | 631.89 | 631.89 | 10.0 | False | None | None | False | None | False | 6318.9 | 0 | | 3062082 | 104105 | 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 | 2.0 | False | None | None | False | None | False | 23417.1 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A-1st Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062083 | 104106 | None | 2.5(ii) a | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 9, Item No. 2.5(ii) a (Quantity to be executed 90 SQM) | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062084 | 104106 | None | 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 (Quantity to be executed 4500.00) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062085 | 104106 | None | 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2.(Quantity to be executed =630.00) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062086 | 104106 | None | 1.12 | Nala Training: Earthwork 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 thes elected earth for re use inaradius 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 depthUNI SR 2023-24, V-1, Page No. 8, Item No. 1.12(Quantity to be executed =40.50) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 A-2nd Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062087 | 104107 | None | 2.5(ii) a | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 9, Item No. 2.5(ii) a(Quantity to be executed =54.00) | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062088 | 104107 | None | 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19(Quantity to be executed =3600.00) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062089 | 104107 | None | 10.3 | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-2, Page No. 91, Item No. 10.3.(Quantity to be executed =405.0) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062090 | 104107 | None | 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2.(Quantity to be executed =1350.00) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062091 | 104107 | None | 10.5 | Filling Pot-holes and Patch Repairs with BituminousRemovalofallfailedmaterial,trimmingofcompletedexcavationtoprovidefirmverticalfaces,cleaningofsurface,paintingoftackcoatonthesidesandbaseofexcavationasperclause503,backfillingthepotholeswithhotbituminousmaterialasperclause504usingHMP40/60TPHCapacitycompacting,trimmingandfinishingthesurfacetoformasmoothcontinuoussurface,allasperclause 3004.2
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5(Have to rectify irrespective of quantity) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062092 | 104107 | None | 1.12 | Nala Training : 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, V-1, Page No. 8, Item No. 1.12(Quantity to be executed =202.50) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 B Road | 58296503.54 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062093 | 104108 | None | SR 2023-24, V-3,Pg. No. 149 I. No.16.29 | Providing and fixing of typical SHDP type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). 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 25mm X 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 | Nos | 19021.13 | 19021.13 | 2.0 | False | None | None | False | None | False | 38042.26 | 0 | | 3062094 | 104108 | None | SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle | Sqm | 486.93 | 486.93 | 89.76 | False | None | None | False | None | False | 43706.8368 | 0 | | 3062095 | 104108 | None | SR 2023-24, V-3,Pg. No. 17 I. 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 | Cum | 7.43 | 7.43 | 24310.0 | False | None | None | False | None | False | 180623.3 | 0 | | 3062096 | 104108 | None | SR 2023-24, V-1,Pg. No. 8 I. 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 | 4424.4 | False | None | None | False | None | False | 520796.124 | 0 | | 3062097 | 104108 | None | SR 2023-24, V-1,Pg. No. 7 I. No.1.7. | 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. (Royalty shall be recovered at Rs. 60.00/cum) | Cum | 147.44 | 147.44 | 1863.84 | False | None | None | False | None | False | 274804.5696 | 0 | | 3062098 | 104108 | None | SR 2023-24, V-1,Pg. No. 7 I. 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. If the height of embankment construction is more than 1.50 m add 5 percent per cum for every 1.50 m height or part there of Deduct 5 percent per cum if rollers are not used and tamping is done manually Add 8 percent per cum for works under foul & sullage situation | Cum | 587.29 | 587.29 | 4238.38 | False | None | None | False | None | False | 2489158.1902 | 0 | | 3062099 | 104108 | None | SR 2023-24, V-3,Pg. No. 17 I. No.3.6. | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material 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 | 3516.7 | False | None | None | False | None | False | 2148105.861 | 0 | | 3062100 | 104108 | None | SR 2023-24, V-3,Pg. No. 23 I. No.4.2.(B) (5) | 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 B) For Grading -V Material | Cum | 2922.8 | 2922.8 | 1611.03 | False | None | None | False | None | False | 4708718.484 | 0 | | 3062101 | 104108 | None | SR 2023-24, V-3,Pg. No. 26 I. No.4.17 | Wet Mix Macadam (Plant mix method)
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 | 6225.06 | False | None | None | False | None | False | 19737175.236 | 0 | | 3062102 | 104108 | None | SR 2023-24, V-3,Pg. No. 31 I. No.5.1 A (i) | Prime Coat over WMM/WBM 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 | 50.8 | 50.8 | 26544.8 | False | None | None | False | None | False | 1348475.84 | 0 | | 3062103 | 104108 | None | SR 2023-24, v-3,Pg. No. 31 I. No.5.4 | Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.25 kg per sqm
on Granular surface | Sqm | 17.35 | 17.35 | 26544.8 | False | None | None | False | None | False | 460552.28 | 0 | | 3062104 | 104108 | None | SR 2023-24, V-3,Pg. No. 35 I. 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 | 1327.24 | False | None | None | False | None | False | 15538410.1244 | 0 | | 3062105 | 104108 | None | SR 2023-24, V-3,Pg. No. 38 I. 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 | 796.34 | False | None | None | False | None | False | 10807934.4434 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 B - Traffic Safety | 1622005.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3062106 | 104109 | None | SR 2023-24, V-3,Pg. No. 65 I. No.8.7. | 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 * 35 * 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 * 45 * 60 cm, 60 cm below ground level as per approved drawing | Sqm | 11163.39 | 11163.39 | 3.6 | False | None | None | False | None | False | 40188.204 | 0 | | 3062107 | 104109 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (ii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 5803.48 | 5803.48 | 20.0 | False | None | None | False | None | False | 116069.6 | 0 | | 3062108 | 104109 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (viii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 5323.98 | 5323.98 | 6.0 | False | None | None | False | None | False | 31943.88 | 0 | | 3062109 | 104109 | None | SR 2023-24, V-3,Pg. No. 64 8.5 (A) (x) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 6711.66 | 6711.66 | 2.0 | False | None | None | False | None | False | 13423.32 | 0 | | 3062110 | 104109 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (xii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 5233.54 | 5233.54 | 16.0 | False | None | None | False | None | False | 83736.64 | 0 | | 3062111 | 104109 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (xv) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 8055.98 | 8055.98 | 5.0 | False | None | None | False | None | False | 40279.9 | 0 | | 3062112 | 104109 | None | SR 2023-24, V-3,Pg. No. 67 I. 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 at 250 g per 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.
(Note : 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2. Cost of painter is already included in usage charges of road marking machine) | Sqm | 656.67 | 656.67 | 1089.65 | False | None | None | False | None | False | 715540.4655 | 0 | | 3062113 | 104109 | None | SR 2023-24, V-3,Pg. No. 74 I. 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. | Nos | 452.24 | 452.24 | 842.0 | False | None | None | False | None | False | 380786.08 | 0 | | 3062114 | 104109 | None | SR 2023-24, V-3,Pg. No. 67 I. No.8.16(i) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
5th kilometre stone (precast) | Each | 6295.36 | 6295.36 | 1.0 | False | None | None | False | None | False | 6295.36 | 0 | | 3062115 | 104109 | None | SR 2023-24, V-3,Pg. No. 67 I. No.8.16(ii) | Reinforced cement concrete M-15 Grade kilometer 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 | 4.0 | False | None | None | False | None | False | 14506.2 | 0 | | 3062116 | 104109 | None | SR 2023-24, V-3,Pg. No. 67 I. No.8.16(iii) | Reinforced cement concrete M-15 Grade kilometer 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 | 15.0 | False | None | None | False | None | False | 15648.6 | 0 | | 3062117 | 104109 | None | SR 2023-24, V-3,Pg. No. 67 I. 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. | Each | 2504.02 | 2504.02 | 14.0 | False | None | None | False | None | False | 35056.28 | 0 | | 3062118 | 104109 | None | SR 2023-24, V-3,Pg. No. 80 I. No.8.60.2 iii | 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 Two lane with formation width of 9.00 m | No | 64265.69 | 64265.69 | 2.0 | False | None | None | False | None | False | 128531.38 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 B Junctions | 393905.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3062119 | 104110 | None | SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle | Sqm | 486.93 | 486.93 | 0.48 | False | None | None | False | None | False | 233.7264 | 0 | | 3062120 | 104110 | None | SR 2023-24, V-3,Pg. No. 17 I. 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 | 201.25 | False | None | None | False | None | False | 1495.2875 | 0 | | 3062121 | 104110 | None | SR 2023-24, V-1,Pg. No. 8 I. 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 | 16.2 | False | None | None | False | None | False | 1906.902 | 0 | | 3062122 | 104110 | None | SR 2023-24, V-3,Pg. No. 17 I. No.3.6. | Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen shoulders with approved material 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 | 20.47 | False | None | None | False | None | False | 12503.6901 | 0 | | 3062123 | 104110 | None | SR 2023-24, V-3,Pg. No. 26 I. No.4.17 | Wet Mix Macadam (Plant mix method)
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 | 51.82 | False | None | None | False | None | False | 164300.492 | 0 | | 3062124 | 104110 | None | SR 2023-24, V-3,Pg. No. 31 I. No.5.1 A (i) | Prime Coat over WMM/WBM
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/m2 using mechanical means. | Sqm | 50.8 | 50.8 | 201.25 | False | None | None | False | None | False | 10223.5 | 0 | | 3062125 | 104110 | None | SR 2023-24, v-3,Pg. No. 31 I. No.5.4 | Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.25 kg/m2
on Granular surface | Sqm | 17.35 | 17.35 | 201.25 | False | None | None | False | None | False | 3491.6875 | 0 | | 3062126 | 104110 | None | SR 2023-24, V-3,Pg. No. 35 I. 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 | 10.06 | False | None | None | False | None | False | 117775.5386 | 0 | | 3062127 | 104110 | None | SR 2023-24, V-3,Pg. No. 38 I. 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 | 6.04 | False | None | None | False | None | False | 81974.9404 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 B Estimate of Reconstruction CD/ Repairs | 635887.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3062128 | 104111 | None | SR 2023 - 24 ,V-1,Page No 8 Item No1.12. | Nala Training : 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 | 389.4 | False | None | None | False | None | False | 45836.274 | 0 | | 3062129 | 104111 | None | SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 | 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 including cost of formwork. | Cum | 8460.93 | 8460.93 | 43.23 | False | None | None | False | None | False | 365766.0039 | 0 | | 3062130 | 104111 | None | SR 2023 - 24 ,V-3,Page No 129 Item No14.4(A) | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
A)Stone /Boulder | Cum | 2368.97 | 2368.97 | 58.2 | False | None | None | False | None | False | 137874.054 | 0 | | 3062131 | 104111 | None | SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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.
h. All other type of structures | t | 97894.63 | 97894.63 | 0.22 | False | None | None | False | None | False | 21536.8186 | 0 | | 3062132 | 104111 | None | SR 2023 - 24 ,V-3,Page No 67 Item No8.18 | Boundary pillar 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 | 70.0 | False | None | None | False | None | False | 64873.9 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 B Field Approach CD | 761584.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062133 | 104112 | None | SR 2023 - 24 ,V-1,Page No 8 Item No1.14.1 | 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 In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 49.23 | False | None | None | False | None | False | 6221.6874 | 0 | | 3062134 | 104112 | None | SR 2023 - 24 ,V-3,Page No 146 Item No16.15.c | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6
750 mm dia | m | 4132.06 | 4132.06 | 52.5 | False | None | None | False | None | False | 216933.15 | 0 | | 3062135 | 104112 | None | SR 2023 - 24 ,V-1,Page No 7 Item No1.8. | 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 | 39.11 | False | None | None | False | None | False | 22968.9119 | 0 | | 3062136 | 104112 | None | SR 2023 - 24 ,V-1,Page No 15 Item No2.1.3 | 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 including cost of formwork. | Cum | 7420.37 | 7420.37 | 3.85 | False | None | None | False | None | False | 28568.4245 | 0 | | 3062137 | 104112 | None | SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 | 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 including cost of formwork. | Cum | 8460.93 | 8460.93 | 45.86 | False | None | None | False | None | False | 388018.2498 | 0 | | 3062138 | 104112 | None | SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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.
h. All other type of structures | t | 97894.63 | 97894.63 | 1.01 | False | None | None | False | None | False | 98873.5763 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 B - 1st Year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062139 | 104113 | None | 2.5(ii) a | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 9, Item No. 2.5(ii) a (Quantity to be executed 29.92SQM) | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062140 | 104113 | None | 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 (Quantity to be executed 2244.00) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062141 | 104113 | None | 10.3 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3(Quantity to be executed =1122.00) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062142 | 104113 | None | 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2.(Quantity to be executed =1122.00) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062143 | 104113 | None | 10.5 | Filling Pot-holes and Patch Repairs with BituminousRemoval 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 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5.(Have to rectify irrespective of quantity) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062144 | 104113 | None | 1.12 | Nala Training: Earthwork 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 thes elected earth for re use inaradius 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 depthUNI SR 2023-24, V-1, Page No. 8, Item No. 1.12(Quantity to be executed =168.30) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 B - 2nd year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062145 | 104114 | None | 2.5(ii) a | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 9, Item No. 2.5(ii) a(Quantity to be executed =44.880) | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062146 | 104114 | None | 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19(Quantity to be executed =2992.00) | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062147 | 104114 | None | 10.3 | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-2, Page No. 91, Item No. 10.3.(Quantity to be executed =336.6) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062148 | 104114 | None | 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2.(Quantity to be executed =1122.00) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062149 | 104114 | None | 10.5 | Filling Pot-holes and Patch Repairs with BituminousRemovalofallfailedmaterial,trimmingofcompletedexcavationtoprovidefirmverticalfaces,cleaningofsurface,paintingoftackcoatonthesidesandbaseofexcavationasperclause503,backfillingthepotholeswithhotbituminousmaterialasperclause504usingHMP40/60TPHCapacitycompacting,trimmingandfinishingthesurfacetoformasmoothcontinuoussurface,allasperclause 3004.2
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5(Have to rectify irrespective of quantity) | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062150 | 104114 | None | 1.12 | Nala Training : 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, V-1, Page No. 8, Item No. 1.12(Quantity to be executed =168.30) | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 B 3rd Year Maintenance | 377550.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062151 | 104115 | None | UNI SR 2023-24, V-3, Page No. 9, Item No. 2.5(ii) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| 100 Sqm | 545.35 | 545.35 | 44.88 | False | None | None | False | None | False | 24475.308 | 0 | | 3062152 | 104115 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Rmtr | 8.33 | 8.33 | 2992.0 | False | None | None | False | None | False | 24923.36 | 0 | | 3062153 | 104115 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3. | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Sqm | 54.12 | 54.12 | 336.6 | False | None | None | False | None | False | 18216.792 | 0 | | 3062154 | 104115 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2. | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Sqm | 134.6 | 134.6 | 1122.0 | False | None | None | False | None | False | 151021.2 | 0 | | 3062155 | 104115 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5. | Filling Pot-holes and Patch Repairs with Bituminous
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 504 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 | 130.9 | False | None | None | False | None | False | 77381.535 | 0 | | 3062156 | 104115 | None | UNI SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Nala Training : 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 | 131.83 | 131.83 | 168.3 | False | None | None | False | None | False | 22186.989 | 0 | | 3062157 | 104115 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.22 | 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 1911. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Km | 2753.16 | 2753.16 | 3.74 | False | None | None | False | None | False | 10296.8184 | 0 | | 3062158 | 104115 | None | UNI SR 2023-24, V-3, Page No. 148, Item No. 16.24 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Clause 1913. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. Painting two coats with synthetic enamel paint | Km | 285.86 | 285.86 | 3.74 | False | None | None | False | None | False | 1069.1164 | 0 | | 3062159 | 104115 | None | UNI SR 2023-24, V-3, Page No. 66, Item No. 8.1 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Sqm | 151.26 | 151.26 | 198.2 | False | None | None | False | None | False | 29979.732 | 0 | | 3062160 | 104115 | None | UNI SR 2023-24, V-3, Page No. 63, Item No. 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 | cm | 1.25 | 1.25 | 14400.0 | False | None | None | False | None | False | 18000.0 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 B 4th Year Maintenance | 329549.57 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062161 | 104116 | None | UNI SR 2023-24, V-3, Page No. 9, Item No. 2.5(ii) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| 100 Sqm | 564.83 | 564.83 | 44.88 | False | None | None | False | None | False | 25349.5704 | 0 | | 3062162 | 104116 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Rmtr | 8.62 | 8.62 | 2992.0 | False | None | None | False | None | False | 25791.04 | 0 | | 3062163 | 104116 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3. | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Sqm | 56.05 | 56.05 | 336.6 | False | None | None | False | None | False | 18866.43 | 0 | | 3062164 | 104116 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2. | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Sqm | 139.41 | 139.41 | 1122.0 | False | None | None | False | None | False | 156418.02 | 0 | | 3062165 | 104116 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5. | Filling Pot-holes and Patch Repairs with Bituminous
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 504 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 | 130.9 | False | None | None | False | None | False | 80144.834 | 0 | | 3062166 | 104116 | None | UNI SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Nala Training : 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 | 136.54 | 136.54 | 168.3 | False | None | None | False | None | False | 22979.682 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 B 5th Year | 423795.62 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062167 | 104117 | None | UNI SR 2023-24, V-3, Page No. 9, Item No. 2.5(ii) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| 100 Sqm | 584.31 | 584.31 | 44.88 | False | None | None | False | None | False | 26223.8328 | 0 | | 3062168 | 104117 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Rmtr | 8.92 | 8.92 | 2992.0 | False | None | None | False | None | False | 26688.64 | 0 | | 3062169 | 104117 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3. | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Sqm | 57.99 | 57.99 | 336.6 | False | None | None | False | None | False | 19519.434 | 0 | | 3062170 | 104117 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2. | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Sqm | 144.22 | 144.22 | 1122.0 | False | None | None | False | None | False | 161814.84 | 0 | | 3062171 | 104117 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5. | Filling Pot-holes and Patch Repairs with Bituminous
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 504 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 | 261.8 | False | None | None | False | None | False | 165818.884 | 0 | | 3062172 | 104117 | None | UNI SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Nala Training : 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 | 141.25 | 141.25 | 168.0 | False | None | None | False | None | False | 23730.0 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 B 6th Year Maintenance | 15016663.78 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062173 | 104118 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.22 | 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 1911. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Km | 3048.14 | 3048.14 | 3.74 | False | None | None | False | None | False | 11400.0436 | 0 | | 3062174 | 104118 | None | UNI SR 2023-24, V-3, Page No. 148, Item No. 16.24 | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Clause 1913. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Km | 316.49 | 316.49 | 3.74 | False | None | None | False | None | False | 1183.6726 | 0 | | 3062175 | 104118 | None | UNI SR 2023-24, V-3, Page No. 66, Item No. 8.1 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Sqm | 167.46 | 167.46 | 199.5 | False | None | None | False | None | False | 33408.27 | 0 | | 3062176 | 104118 | None | UNI SR 2023-24, V-3, Page No. 63, Item No. 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 | cm | 1.38 | 1.38 | 14400.0 | False | None | None | False | None | False | 19872.0 | 0 | | 3062177 | 104118 | None | UNI SR 2023-24, V-3, Page No. 31, Item No. 5.3 (i | 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 etc. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Sqm | 18.44 | 18.44 | 26544.0 | False | None | None | False | None | False | 489471.36 | 0 | | 3062178 | 104118 | None | UNI SR 2023-24, V-3, Page No. 38, 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 | 16829.29 | 16829.29 | 796.34 | False | None | None | False | None | False | 13401836.7986 | 0 | | 3062179 | 104118 | None | UNI SR 2023-24, V-3, Page No. 67, Item No. 8.15 | 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 etc. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 814.27 | 814.27 | 871.42 | False | None | None | False | None | False | 709571.1634 | 0 | | 3062180 | 104118 | None | UNI SR 2023-24, V-3, Page No. 72, 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
| Nos | 560.77 | 560.77 | 624.0 | False | None | None | False | None | False | 349920.48 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C -Road Estimates | 34151477.61 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062181 | 104119 | None | SR 2023-24, V-3,Pg. No. 149 I. No.16.29 | Providing and fixing of typical SHDP type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). 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 25mm X 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 | Nos | 19021.13 | 19021.13 | 2.0 | False | None | None | False | None | False | 38042.26 | 0 | | 3062182 | 104119 | None | SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle | Sqm | 486.93 | 486.93 | 55.2 | False | None | None | False | None | False | 26878.536 | 0 | | 3062183 | 104119 | None | SR 2023-24, V-3,Pg. No. 17 I. 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 | Cum | 7.43 | 7.43 | 8490.0 | False | None | None | False | None | False | 63080.7 | 0 | | 3062184 | 104119 | None | SR 2023-24, V-1,Pg. No. 8 I. 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 | 2215.82 | False | None | None | False | None | False | 260824.1722 | 0 | | 3062185 | 104119 | None | SR 2023-24, V-1,Pg. No. 7 I. No.1.7. | 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. (Royalty shall be recovered at Rs. 60.00/cum) | Cum | 147.44 | 147.44 | 1409.28 | False | None | None | False | None | False | 207784.2432 | 0 | | 3062186 | 104119 | None | SR 2023-24, V-1,Pg. No. 7 I. 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. If the height of embankment construction is more than 1.50 m add 5 percent per cum for every 1.50 m height or part there of Deduct 5 percent per cum if rollers are not used and tamping is done manually Add 8 percent per cum for works under foul & sullage situation | Cum | 587.29 | 587.29 | 3768.82 | False | None | None | False | None | False | 2213390.2978 | 0 | | 3062187 | 104119 | None | SR 2023-24, V-3,Pg. No. 17 I. No.3.6. | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material 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 | 6892.05 | False | None | None | False | None | False | 4209870.9015 | 0 | | 3062188 | 104119 | None | SR 2023-24, V-3,Pg. No. 153 I. No.16.35 | Stabilized Sub base / Base: With Nano Technology Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with 30% 40mm downsize crushed Aggregate. Application: (1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. (2) Spread OPC Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. (3) Prepare and apply Chemical (IRC Accreditation)to achieve strength of minimum 4.5mpa mixed in OMC water (1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator.(4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve the desired density and thickness.Rates include all material, labour, hire charges of machinery etc.as per MoRD specifications, Tri-party agreement,IRC SP:89 2018 & direction of Engineer-in-Charge | Cum | 3144.58 | 3144.58 | 2930.45 | False | None | None | False | None | False | 9215034.461 | 0 | | 3062189 | 104119 | None | SR 2023-24, V-3,Pg. No. 26 I. No.4.17 | Wet Mix Macadam (Plant mix method)
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 | 1332.02 | False | None | None | False | None | False | 4223302.612 | 0 | | 3062190 | 104119 | None | SR 2023-24, V-3,Pg. No. 31 I. No.5.1 A (i) | Prime Coat over WMM/WBM 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 | 50.8 | 50.8 | 12641.0 | False | None | None | False | None | False | 642162.8 | 0 | | 3062191 | 104119 | None | SR 2023-24, v-3,Pg. No. 31 I. No.5.4 | Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.25 kg per sqm
on Granular surface | Sqm | 17.35 | 17.35 | 12641.0 | False | None | None | False | None | False | 219321.35 | 0 | | 3062192 | 104119 | None | SR 2023-24, V-3,Pg. No. 35 I. 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 | 645.55 | False | None | None | False | None | False | 7557653.9705 | 0 | | 3062193 | 104119 | None | SR 2023-24, V-3,Pg. No. 38 I. 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 | 387.33 | False | None | None | False | None | False | 5256846.6333 | 0 | | 3062194 | 104119 | None | UNI SR 2023-24, V-3,Pg. No. 9 I. No.2.1 (A) (i) | Cutting of Trees, excluding removal of stumps and roots of trees | Each | 737.21 | 737.21 | 18.0 | False | None | None | False | None | False | 13269.78 | 0 | | 3062195 | 104119 | None | SR 2023-24, V-3,Pg. No. 31 I. No.5.3 | Tack coat on Bituminous surface
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 | 270.0 | False | None | None | False | None | False | 4014.9 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C Estimate of Traffic Saftey Measures | 1175194.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062196 | 104120 | None | SR 2023-24, V-3,Pg. No. 65 I. No.8.7. | 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 * 35 * 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 * 45 * 60 cm, 60 cm below ground level as per approved drawing | Sqm | 11163.39 | 11163.39 | 2.7 | False | None | None | False | None | False | 30141.153 | 0 | | 3062197 | 104120 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (ii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 5803.48 | 5803.48 | 14.0 | False | None | None | False | None | False | 81248.72 | 0 | | 3062198 | 104120 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (viii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 5323.98 | 5323.98 | 3.0 | False | None | None | False | None | False | 15971.94 | 0 | | 3062199 | 104120 | None | SR 2023-24, V-3,Pg. No. 64 8.5 (A) (x) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 6711.66 | 6711.66 | 4.0 | False | None | None | False | None | False | 26846.64 | 0 | | 3062200 | 104120 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (xii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 5233.54 | 5233.54 | 10.0 | False | None | None | False | None | False | 52335.4 | 0 | | 3062201 | 104120 | None | SR 2023-24, V-3,Pg. No. 64 I. No.8.5 (A) (xv) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1,3mm/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. | Each | 8055.98 | 8055.98 | 1.0 | False | None | None | False | None | False | 8055.98 | 0 | | 3062202 | 104120 | None | SR 2023-24, V-3,Pg. No. 67 I. 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 at 250 g per 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.
(Note : 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2. Cost of painter is already included in usage charges of road marking machine) | Sqm | 656.67 | 656.67 | 598.8 | False | None | None | False | None | False | 393213.996 | 0 | | 3062203 | 104120 | None | SR 2023-24, V-3,Pg. No. 74 I. 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. | Nos | 452.24 | 452.24 | 421.0 | False | None | None | False | None | False | 190393.04 | 0 | | 3062204 | 104120 | None | SR 2023-24, V-3,Pg. No. 67 I. No.8.16(ii) | Reinforced cement concrete M-15 Grade kilometer 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 | 3.0 | False | None | None | False | None | False | 10879.65 | 0 | | 3062205 | 104120 | None | SR 2023-24, V-3,Pg. No. 67 I. No.8.16(iii) | Reinforced cement concrete M-15 Grade kilometer 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 | 10.0 | False | None | None | False | None | False | 10432.4 | 0 | | 3062206 | 104120 | None | SR 2023-24, V-3,Pg. No. 67 I. 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. | Each | 2504.02 | 2504.02 | 1.62 | False | None | None | False | None | False | 4056.5124 | 0 | | 3062207 | 104120 | None | SR 2023-24, V-1,Pg. No. 8 I. 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.
In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 90.0 | False | None | None | False | None | False | 11374.2 | 0 | | 3062208 | 104120 | None | SR 2023-24, V-3,Pg. No. 71 I. No.8.29(i) | 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. | m | 2740.67 | 2740.67 | 62.5 | False | None | None | False | None | False | 171291.875 | 0 | | 3062209 | 104120 | None | UNI SR 2023-24, V-3,Pg. No. 80 I. No.8.60.2 ii | 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 | 3.0 | False | None | None | False | None | False | 168952.53 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C Junction Estimate | 1124502.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062210 | 104121 | None | SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle | Sqm | 486.93 | 486.93 | 0.6 | False | None | None | False | None | False | 292.158 | 0 | | 3062211 | 104121 | None | SR 2023-24, V-3,Pg. No. 17 I. 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 | 396.88 | False | None | None | False | None | False | 2948.8184 | 0 | | 3062212 | 104121 | None | SR 2023-24, V-1,Pg. No. 8 I. 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 | 20.25 | False | None | None | False | None | False | 2383.6275 | 0 | | 3062213 | 104121 | None | SR 2023-24, V-3,Pg. No. 17 I. No.3.6. | Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen shoulders with approved material 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 | 185.86 | False | None | None | False | None | False | 113528.8638 | 0 | | 3062214 | 104121 | None | SR 2023-24, V-3,Pg. No. 23 I. No.4.2.(B) (5) | 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 B) For Grading -V Material | Cum | 2922.8 | 2922.8 | 90.28 | False | None | None | False | None | False | 263870.384 | 0 | | 3062215 | 104121 | None | SR 2023-24, V-3,Pg. No. 26 I. No.4.17 | Wet Mix Macadam (Plant mix method)
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 | 101.09 | False | None | None | False | None | False | 320515.954 | 0 | | 3062216 | 104121 | None | SR 2023-24, V-3,Pg. No. 31 I. No.5.1 A (i) | Prime Coat over WMM/WBM
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/m2 using mechanical means. | Sqm | 50.8 | 50.8 | 396.88 | False | None | None | False | None | False | 20161.504 | 0 | | 3062217 | 104121 | None | SR 2023-24, v-3,Pg. No. 31 I. No.5.4 | Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.25 kg/m2
on Granular surface | Sqm | 17.35 | 17.35 | 396.88 | False | None | None | False | None | False | 6885.868 | 0 | | 3062218 | 104121 | None | SR 2023-24, V-3,Pg. No. 35 I. 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 | 19.84 | False | None | None | False | None | False | 232273.0304 | 0 | | 3062219 | 104121 | None | SR 2023-24, V-3,Pg. No. 38 I. 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 | 11.91 | False | None | None | False | None | False | 161642.6391 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C Pipe culvert 1 Row 1200mm Dia | 1495130.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062220 | 104122 | None | SR 2023 - 24 ,V-3,Page No 10 Item No2.8 (ii) (A) | 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 withall lifts and lead
By Mechanical Means Cement Concrete Grade M-15 & M-20 | Cum | 890.84 | 890.84 | 7.06 | False | None | None | False | None | False | 6289.3304 | 0 | | 3062221 | 104122 | None | SR 2023 - 24 ,V-3,Page No 11 Item No2.17(ix) (B) | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. | m | 1185.72 | 1185.72 | 4.5 | False | None | None | False | None | False | 5335.74 | 0 | | 3062222 | 104122 | None | SR 2023 - 24 ,V-3,Page No 11 Item No2.17(ix) (A) | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. | m | 1357.94 | 1357.94 | 18.0 | False | None | None | False | None | False | 24442.92 | 0 | | 3062223 | 104122 | None | SR 2023 - 24 ,V-1,Page No 8 Item No1.14.1 | 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 In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 64.11 | False | None | None | False | None | False | 8102.2218 | 0 | | 3062224 | 104122 | None | SR 2023 - 24 ,V-1,Page No 7 Item No1.8. | 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 | 174.26 | False | None | None | False | None | False | 102341.1554 | 0 | | 3062225 | 104122 | None | SR 2023 - 24 ,V-3,Page No 117 Item No12.3 (a) | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification
Granular material | Cum | 1447.15 | 1447.15 | 27.91 | False | None | None | False | None | False | 40389.9565 | 0 | | 3062226 | 104122 | None | SR 2023 - 24 ,V-1,Page No 15 Item No2.1.3 | 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 including cost of formwork. | Cum | 7420.37 | 7420.37 | 4.73 | False | None | None | False | None | False | 35098.3501 | 0 | | 3062227 | 104122 | None | SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 | 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 including cost of formwork. | Cum | 8460.93 | 8460.93 | 68.04 | False | None | None | False | None | False | 575681.6772 | 0 | | 3062228 | 104122 | None | SR 2023 - 24 ,V-3,Page No 87 Item No9.1.(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 .
ii. 1200mm dia | m | 13340.31 | 13340.31 | 25.0 | False | None | None | False | None | False | 333507.75 | 0 | | 3062229 | 104122 | None | SR 2023 - 24 ,V-3,Page No 129 Item No14.1(A) | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
A)Boulder Laid Dry Without Wire Crates. | Cum | 2368.97 | 2368.97 | 7.26 | False | None | None | False | None | False | 17198.7222 | 0 | | 3062230 | 104122 | None | SR 2023 - 24 ,V-3,Page No 129 Item No14.4(A) | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
A)Stone /Boulder | Cum | 2368.97 | 2368.97 | 60.0 | False | None | None | False | None | False | 142138.2 | 0 | | 3062231 | 104122 | None | SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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.
h. All other type of structures | t | 97894.63 | 97894.63 | 1.6 | False | None | None | False | None | False | 156631.408 | 0 | | 3062232 | 104122 | None | SR 2023 - 24 ,V-3,Page No 67 Item No8.18 | Boundary pillar 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 | | 3062233 | 104122 | None | SR 2023 - 24 ,V-3,Page No 66 Item No8.10. | 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 | 135.05 | 135.05 | 80.73 | False | None | None | False | None | False | 10902.5865 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C Field CD | 852298.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062234 | 104123 | None | SR 2023 - 24 ,V-1,Page No 8 Item No1.14.1 | 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 In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 56.26 | False | None | None | False | None | False | 7110.1388 | 0 | | 3062235 | 104123 | None | SR 2023 - 24 ,V-3,Page No 146 Item No16.15.c | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6
750 mm dia | m | 4132.06 | 4132.06 | 60.0 | False | None | None | False | None | False | 247923.6 | 0 | | 3062236 | 104123 | None | SR 2023 - 24 ,V-1,Page No 7 Item No1.8. | 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 | 12.83 | False | None | None | False | None | False | 7534.9307 | 0 | | 3062237 | 104123 | None | SR 2023 - 24 ,V-1,Page No 15 Item No2.1.3 | 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 including cost of formwork. | Cum | 7420.37 | 7420.37 | 4.4 | False | None | None | False | None | False | 32649.628 | 0 | | 3062238 | 104123 | None | SR 2023 - 24 ,V-1,Page No 16 Item No2.4.2 | 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 including cost of formwork. | Cum | 8460.93 | 8460.93 | 52.42 | False | None | None | False | None | False | 443521.9506 | 0 | | 3062239 | 104123 | None | SR 2023 - 24 ,V-1,Page No 18 Item No2.11.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.
h. All other type of structures | t | 97894.63 | 97894.63 | 1.16 | False | None | None | False | None | False | 113557.7708 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C Water Supply | 152020.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062240 | 104124 | None | SR WS, UW 2023-24 , V-1 Pg No. ,10 I.No 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. | Cum | 324.62 | 324.62 | 108.0 | False | None | None | False | None | False | 35058.96 | 0 | | 3062241 | 104124 | None | SR WS, UW 2023-24 , V-5 Pg No. ,95 I.No 9.2.3 | Providing, 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 electrofusion welding, 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 available 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. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE80-PN8.0,140mm dia | m | 473.3 | 473.3 | 200.0 | False | None | None | False | None | False | 94660.0 | 0 | | 3062242 | 104124 | None | SR WS, UW 2023-24 , V-5 Pg No. ,121 I.No 10.15.6 | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning
(Contractor will make his own arrangements for procuring water for testing) etc. complete for: | Cum | 111.51 | 111.51 | 200.0 | False | None | None | False | None | False | 22302.0 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C 1st year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062243 | 104125 | None | 2.5(ii) a | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 9, Item No. 2.5(ii) a | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062244 | 104125 | None | 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062245 | 104125 | None | 10.3 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3 | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062246 | 104125 | None | 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2 | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062247 | 104125 | None | 10.5 | Filling Pot-holes and Patch Repairs with BituminousRemoval 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 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5 | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062248 | 104125 | None | 1.12 | Nala Training: Earthwork 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 thes elected earth for re use inaradius 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 depthUNI SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C 2nd year Maintenance | 0.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062249 | 104126 | None | 2.5(ii) a | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 9, Item No. 2.5(ii) a | 100 Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062250 | 104126 | None | 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 | Rmtr | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062251 | 104126 | None | 10.3 | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-2, Page No. 91, Item No. 10.3 | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062252 | 104126 | None | 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge.
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2 | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062253 | 104126 | None | 10.5 | Filling Pot-holes and Patch Repairs with BituminousRemovalofallfailedmaterial,trimmingofcompletedexcavationtoprovidefirmverticalfaces,cleaningofsurface,paintingoftackcoatonthesidesandbaseofexcavationasperclause503,backfillingthepotholeswithhotbituminousmaterialasperclause504usingHMP40/60TPHCapacitycompacting,trimmingandfinishingthesurfacetoformasmoothcontinuoussurface,allasperclause 3004.2
UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5 | Sqm | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 | | 3062254 | 104126 | None | 1.12 | Nala Training : 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, V-1, Page No. 8, Item No. 1.12 | Cum | 0.01 | 0.01 | 0.01 | False | None | None | False | None | False | 0.0001 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C 3rd year Maintenance | 188899.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062255 | 104127 | None | UNI SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 0.01 | 0.01 | 18.4 | False | None | None | False | None | False | 0.184 | 0 | | 3062256 | 104127 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | m | 0.01 | 0.01 | 1380.0 | False | None | None | False | None | False | 13.8 | 0 | | 3062257 | 104127 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3. | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 0.01 | 0.01 | 207.0 | False | None | None | False | None | False | 2.07 | 0 | | 3062258 | 104127 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 0.01 | 0.01 | 690.0 | False | None | None | False | None | False | 6.9 | 0 | | 3062259 | 104127 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (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 504 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 | 0.23 | False | None | None | False | None | False | 0.0023 | 0 | | 3062260 | 104127 | None | UNI SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Nala Training : 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. | Cum | 0.01 | 0.01 | 11.25 | False | None | None | False | None | False | 0.1125 | 0 | | 3062261 | 104127 | None | UNI SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 0.01 | 0.01 | 27.6 | False | None | None | False | None | False | 0.276 | 0 | | 3062262 | 104127 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | m | 0.01 | 0.01 | 1840.0 | False | None | None | False | None | False | 18.4 | 0 | | 3062263 | 104127 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3. | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 0.01 | 0.01 | 207.0 | False | None | None | False | None | False | 2.07 | 0 | | 3062264 | 104127 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 0.01 | 0.01 | 690.0 | False | None | None | False | None | False | 6.9 | 0 | | 3062265 | 104127 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (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 504 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 | 0.23 | False | None | None | False | None | False | 0.0023 | 0 | | 3062266 | 104127 | None | UNI SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Nala Training : 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. | Cum | 0.01 | 0.01 | 11.25 | False | None | None | False | None | False | 0.1125 | 0 | | 3062267 | 104127 | None | UNI SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 545.36 | 545.36 | 27.6 | False | None | None | False | None | False | 15051.936 | 0 | | 3062268 | 104127 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | m | 8.33 | 8.33 | 1840.0 | False | None | None | False | None | False | 15327.2 | 0 | | 3062269 | 104127 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3. | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 54.12 | 54.12 | 207.0 | False | None | None | False | None | False | 11202.84 | 0 | | 3062270 | 104127 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 134.6 | 134.6 | 690.0 | False | None | None | False | None | False | 92874.0 | 0 | | 3062271 | 104127 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (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 504 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 | 63.25 | False | None | None | False | None | False | 37390.2375 | 0 | | 3062272 | 104127 | None | UNI SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Nala Training : 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. | Cum | 131.83 | 131.83 | 11.25 | False | None | None | False | None | False | 1483.0875 | 0 | | 3062273 | 104127 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.22 | 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 1911. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Km | 2753.16 | 2753.16 | 2.3 | False | None | None | False | None | False | 6332.268 | 0 | | 3062274 | 104127 | None | SR 2023-24, V-3, Page No. 148, Item No. 16.24 (i) | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Clause 1913. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. Painting two coats with synthetic enamel paint | Km | 285.86 | 285.86 | 2.3 | False | None | None | False | None | False | 657.478 | 0 | | 3062275 | 104127 | None | UNI SR 2023-24, V-3, Page No. 66, Item No. 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 | Sqm | 151.25 | 151.25 | 37.8 | False | None | None | False | None | False | 5717.25 | 0 | | 3062276 | 104127 | None | UNI SR 2023-24, V-3, Page No. 63, Item No. 8.4 | 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 etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. | cm | 1.25 | 1.25 | 2250.0 | False | None | None | False | None | False | 2812.5 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C 4th year Maintenance | 179627.11 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062277 | 104128 | None | UNI SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 564.84 | 564.84 | 27.6 | False | None | None | False | None | False | 15589.584 | 0 | | 3062278 | 104128 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | m | 8.62 | 8.62 | 1840.0 | False | None | None | False | None | False | 15860.8 | 0 | | 3062279 | 104128 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3. | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 56.05 | 56.05 | 207.0 | False | None | None | False | None | False | 11602.35 | 0 | | 3062280 | 104128 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 139.42 | 139.42 | 690.0 | False | None | None | False | None | False | 96199.8 | 0 | | 3062281 | 104128 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (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 504 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 | 63.25 | False | None | None | False | None | False | 38725.445 | 0 | | 3062282 | 104128 | None | UNI SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Nala Training : 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. | Cum | 146.59 | 146.59 | 11.25 | False | None | None | False | None | False | 1649.1375 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C 5th year Maintenance | 225880.78 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062283 | 104129 | None | UNI SR 2023-24, V-3,Pg. No. 9 I. No.2.5(ii) a | Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. By Mechanical Means using Dozer A) In area of light jungle. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 584.31 | 584.31 | 27.6 | False | None | None | False | None | False | 16126.956 | 0 | | 3062284 | 104129 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.19 | 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. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | m | 8.92 | 8.92 | 1840.0 | False | None | None | False | None | False | 16412.8 | 0 | | 3062285 | 104129 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.3. | 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 . Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 57.98 | 57.98 | 207.0 | False | None | None | False | None | False | 12001.86 | 0 | | 3062286 | 104129 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.2 | 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 etc. MORTH Specification No.3003. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 144.22 | 144.22 | 690.0 | False | None | None | False | None | False | 99511.8 | 0 | | 3062287 | 104129 | None | UNI SR 2023-24, V-3, Page No. 91, Item No. 10.5 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (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 504 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 | 633.37 | 633.37 | 126.5 | False | None | None | False | None | False | 80121.305 | 0 | | 3062288 | 104129 | None | UNI SR 2023-24, V-1, Page No. 8, Item No. 1.12 | Nala Training : 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. | Cum | 151.65 | 151.65 | 11.25 | False | None | None | False | None | False | 1706.0625 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C 6th year Maintenance | 7254179.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062289 | 104130 | None | UNI SR 2023-24, V-3, Page No. 147, Item No. 16.22 | 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 1911. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Km | 3048.14 | 3048.14 | 2.3 | False | None | None | False | None | False | 7010.722 | 0 | | 3062290 | 104130 | None | SR 2023-24, V-3, Page No. 148, Item No. 16.24 i | Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Clause 1913. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. Painting two coats with synthetic enamel paint | Km | 316.49 | 316.49 | 2.3 | False | None | None | False | None | False | 727.927 | 0 | | 3062291 | 104130 | None | UNI SR 2023-24, V-3, Page No. 66, Item No. 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 | Sqm | 167.46 | 167.46 | 37.8 | False | None | None | False | None | False | 6329.988 | 0 | | 3062292 | 104130 | None | UNI SR 2023-24, V-3, Page No. 63, Item No. 8.4 | 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 etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. | cm | 1.38 | 1.38 | 2250.0 | False | None | None | False | None | False | 3105.0 | 0 | | 3062293 | 104130 | None | UNI SR 2023-24, V-3, Page No. 31, 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 etc. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge. | Sqm | 18.44 | 18.44 | 12839.0 | False | None | None | False | None | False | 236751.16 | 0 | | 3062294 | 104130 | None | SR 2023-24, V-3, Page No. 38, 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 | 16829.28 | 16829.28 | 385.17 | False | None | None | False | None | False | 6482133.7776 | 0 | | 3062295 | 104130 | None | UNI SR 2023-24, V-3, Page No. 67, Item No. 8.15 | 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 etc. Inclusive of all lift and leads and all complete as per direction of Engineer-in-charge | Sqm | 814.27 | 814.27 | 460.0 | False | None | None | False | None | False | 374564.2 | 0 | | 3062296 | 104130 | None | UNI SR 2023-24, V-3, Page 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. | Nos | 560.77 | 560.77 | 256.0 | False | None | None | False | None | False | 143557.12 | 0 |
| | 1710397453000 | 0 | None | None | Roads | Package-675 C Electrical Estimate | 832994.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3062297 | 104131 | 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 | 779.33 | 779.33 | 21.0 | False | None | None | False | None | False | 16365.93 | 0 | | 3062298 | 104131 | 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 | Nos | 8767.16 | 8767.16 | 21.0 | False | None | None | False | None | False | 184110.36 | 0 | | 3062299 | 104131 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
| Nos | 1379.0 | 1379.0 | 21.0 | False | None | None | False | None | False | 28959.0 | 0 | | 3062300 | 104131 | 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 | 6.0 | False | None | None | False | None | False | 31215.36 | 0 | | 3062301 | 104131 | None | 2.02 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth
| Nos | 1379.0 | 1379.0 | 6.0 | False | None | None | False | None | False | 8274.0 | 0 | | 3062302 | 104131 | 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 | 21.0 | False | None | None | False | None | False | 22870.68 | 0 | | 3062303 | 104131 | None | 3.01 | 11 kV, Cross Arm with HT Top Support
(glass reinforced hot pressed SMC compound) | Set | 890.84 | 890.84 | 21.0 | False | None | None | False | None | False | 18707.64 | 0 | | 3062304 | 104131 | None | 6.05 | 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod)
| Nos | 253.99 | 253.99 | 63.0 | False | None | None | False | None | False | 16001.37 | 0 | | 3062305 | 104131 | None | 6.08 | DISC Insulator 45 kN Porcelain
| Nos | 631.89 | 631.89 | 7.0 | False | None | None | False | None | False | 4423.23 | 0 | | 3062306 | 104131 | None | 6.05 | Releasing of Rabbit Conductor
| Per Km | 4970.87 | 4970.87 | 2.84 | False | None | None | False | None | False | 14117.2708 | 0 | | 3062307 | 104131 | 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 | 2.83 | False | None | None | False | None | False | 162113.5219 | 0 | | 3062308 | 104131 | None | 6.02 | Stringing of Rabbit Conductor (including pin binding, providing
jumps, dead ending, etc.,) | Per Km | 6483.69 | 6483.69 | 2.83 | False | None | None | False | None | False | 18348.8427 | 0 | | 3062309 | 104131 | None | 9.03 | PG Clamp Rabbit to Rabbit | No | 126.38 | 126.38 | 63.0 | False | None | None | False | None | False | 7961.94 | 0 | | 3062310 | 104131 | None | 10.06 | T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers | Set | 391.52 | 391.52 | 63.0 | False | None | None | False | None | False | 24665.76 | 0 | | 3062311 | 104131 | 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 | 2.0 | False | None | None | False | None | False | 716.14 | 0 | | 3062312 | 104131 | 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 | 2.0 | False | None | None | False | None | False | 327.1 | 0 | | 3062313 | 104131 | 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 | 2.0 | False | None | None | False | None | False | 302.32 | 0 | | 3062314 | 104131 | 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 | 2.0 | False | None | None | False | None | False | 302.32 | 0 | | 3062315 | 104131 | None | 6.03 | 1.1 kV Ceramic Pin Insulator (Shell only)
| Nos | 38.41 | 38.41 | 10.0 | False | None | None | False | None | False | 384.1 | 0 | | 3062316 | 104131 | None | 6.06 | No. 8 Strain Insulator
| Nos | 33.45 | 33.45 | 10.0 | False | None | None | False | None | False | 334.5 | 0 | | 3062317 | 104131 | None | 2.16 | Spiral Earth Electrode
| Nos | 296.12 | 296.12 | 27.0 | False | None | None | False | None | False | 7995.24 | 0 | | 3062318 | 104131 | None | 4.03 | Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing
| Mtr | 115.23 | 115.23 | 29.4 | False | None | None | False | None | False | 3387.762 | 0 | | 3062319 | 104131 | 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 | | 3062320 | 104131 | 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 | | 3062321 | 104131 | 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 | 27.0 | False | None | None | False | None | False | 9132.75 | 0 | | 3062322 | 104131 | None | 1.8.1.b | b Pole base for 9 Mtr Square Pole (650x650x150mm)
| Each | 438.6 | 438.6 | 27.0 | False | None | None | False | None | False | 11842.2 | 0 | | 3062323 | 104131 | None | 1.8.2.a | B) Pole Concreting with CC 1:2:4 (without coping)
9 Mtr support (650x500x1700mm)
| Each | 3912.76 | 3912.76 | 27.0 | False | None | None | False | None | False | 105644.52 | 0 | | 3062324 | 104131 | 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 | | 3062325 | 104131 | None | 21.02 | for Poles 25 to 105 Mtr
| Per Pole | 353.11 | 353.11 | 21.0 | False | None | None | False | None | False | 7415.31 | 0 | | 3062326 | 104131 | None | 22.02 | For ACSR Conductors 25 to 105 Mtr
| Per Km | 152.39 | 152.39 | 2.83 | False | None | None | False | None | False | 431.2637 | 0 | | 3062327 | 104131 | None | 26.02 | 9 Mtr RCC/PSCC Pole
| No | 175.94 | 175.94 | 21.0 | False | None | None | False | None | False | 3694.74 | 0 | | 3062328 | 104131 | None | 5.06 | Fixing of HT/LT Single Top Support
| Each | 138.76 | 138.76 | 21.0 | False | None | None | False | None | False | 2913.96 | 0 | | 3062329 | 104131 | 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 | 1.0 | False | None | None | False | None | False | 7093.28 | 0 | | 3062330 | 104131 | 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 | | 3062331 | 104131 | None | 6.08 | DISC Insulator 45 kN Porcelain | No | 631.89 | 631.89 | 7.0 | False | None | None | False | None | False | 4423.23 | 0 | | 3062332 | 104131 | 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 | | 3062333 | 104131 | 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 | | 3062334 | 104131 | None | 67.2 | Caution/Danger Board | No | 185.85 | 185.85 | 1.0 | False | None | None | False | None | False | 185.85 | 0 | | 3062335 | 104131 | 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 | | 3062336 | 104131 | None | 6.18.3 | 8 SWG GI Wire (44/6.18.3) | m | 23.54 | 23.54 | 150.0 | False | None | None | False | None | False | 3531.0 | 0 | | 3062337 | 104131 | 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 | | 3062338 | 104131 | 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 | | 3062339 | 104131 | 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 | | 3062340 | 104131 | 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 | | 3062341 | 104131 | 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 | | 3062342 | 104131 | None | 27.03 | 100 kVA | No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3062343 | 104131 | None | 27.08 | 100 kVA
| No | 529.05 | 529.05 | 1.0 | False | None | None | False | None | False | 529.05 | 0 | | 3062344 | 104131 | 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 | | 3062345 | 104131 | 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 | 4.0 | False | None | None | False | None | False | 3682.32 | 0 | | 3062346 | 104131 | 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 | 4.0 | False | None | None | False | None | False | 3350.24 | 0 | | 3062347 | 104131 | None | 54.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag | No | 384.09 | 384.09 | 4.0 | False | None | None | False | None | False | 1536.36 | 0 | | 3062348 | 104131 | 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 | 4.0 | False | None | None | False | None | False | 10764.44 | 0 |
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