| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- Construction of Raising main- 1 row of 2070 mm diamater MS pipe f E-250 grade with 11.60 mm thick for a length of 20.69 km | 2253012040.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417073 | 120921 | None | ALIS1 | 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 (ii) By Mechanical Means using Dozer a. In area of light jungle (SR Item No.2.5 (MoRT&H IRC 201 (ii) ), Page 9 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) | 100 Sqm | 486.93 | 486.93 | 1035.0 | False | None | None | False | None | False | 503972.55 | 0 | | 3417074 | 120921 | None | ALIS2 | Earthwork 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.(SR Item No.1.17, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) In all kinds of soils Depth upto 1.5 m (SR Item No.1.17.1, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 324.62 | 324.62 | 76242.0 | False | None | None | False | None | False | 24749678.04 | 0 | | 3417075 | 120921 | None | ALIS3 | Earthwork 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.(SR Item No.1.17, in all kinds of soils Depth exceeding 1.5 m, but not exceeding 3 m (SR Item No.1.17.2, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 410.11 | 410.11 | 14512.0 | False | None | None | False | None | False | 5951516.32 | 0 | | 3417076 | 120921 | None | ALIS4 | Earthwork 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.(SR Item No.1.17, In all kinds of soils Depth exceeding 3.0 m, but not exceeding 4.50 m (SR Item No.1.17.3, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 594.72 | 594.72 | 112.0 | False | None | None | False | None | False | 66608.64 | 0 | | 3417077 | 120921 | None | ALIS5 | Earth work excavation for pipeline trenches 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 and all other appurtenances to complete in the following strata.
Ordinary/soft rock (without requiring blasting) Ordinary/soft rock (without requiring blasting) Depth upto 1.5 m (SR Item No.1.19.1, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 562.51 | 562.51 | 1140.0 | False | None | None | False | None | False | 641261.4 | 0 | | 3417078 | 120921 | None | ALIS6 | Earth work excavation for pipeline trenches 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 and all other apurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting) Ordinary/soft rock (without requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m (SR Item No.1.19.2, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 690.12 | 690.12 | 27231.0 | False | None | None | False | None | False | 18792657.72 | 0 | | 3417079 | 120921 | None | ALIS7 | Earth work excavation for pipeline trenches 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 and all other appurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting) Ordinary/soft rock (without requiring blasting) Depth exceeding 3.0 m, but not exceeding 4.50 m (SR Item No.1.19.3, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 784.29 | 784.29 | 1996.0 | False | None | None | False | None | False | 1565442.84 | 0 | | 3417080 | 120921 | None | ALIS8 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, 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 and all other appurtenances to complete in the following strata. -Hard rock (requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m (SR Item No.1.21.3, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 931.73 | 931.73 | 35509.0 | False | None | None | False | None | False | 33084800.57 | 0 | | 3417081 | 120921 | None | ALIS9 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, 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 and all other appurtenances to complete in the following strata. - Hard rock (requiring blasting) Depth exceeding 3.00 m, but not exceeding 4.50 m (SR Item No.1.21.4, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 1028.37 | 1028.37 | 30183.0 | False | None | None | False | None | False | 31039291.71 | 0 | | 3417082 | 120921 | None | ALIS10 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, 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 and all other appurtenances to complete in the following strata. - Hard rock (requiring blasting) Depth exceeding 4.50 m, but not exceeding 6.0 m (SR Item No.1.21.4, Page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 1079.78 | 1079.78 | 830.06 | False | None | None | False | None | False | 896282.1868 | 0 | | 3417083 | 120921 | None | ALIS11 | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings. Note: Outer gunniting of 25 mm thick CM 1:3 proportion by volume with weld mesh is removed from this specification. Outer tape coating is considered which is taken separately (SR Item No.7.24, Page 96 of WRD, MI & GWDD, KPCL Vol-4 Uniform Common SR 2023-24-Common SOR) 2070.0 mm Internal diameter, 11.6 mm thick MS E-250 Pipe | m | 93604.86 | 93604.86 | 21104.0 | False | None | None | False | None | False | 1975436965.44 | 0 | | 3417084 | 120921 | None | ALIS12 | Providing and applying pipe coating of fibres, coal tar and solvent based rubber modified bituminous primer of density 0.92 gms/cu cm and viscosity of 1000-2000 cps @ 150 gms/sqm followed by seven layers(4mm thick) of polythene polymerised bitumen and polyester of local 7 layers) pipe coat 4 mm should conform to requirement of IS- 10221 and AWWA C-203 for prefabricated tapes including covering cost on pipe coating. Rates shall include cost of material coating and wrapping over the pipes, handling charges, preparation of pipe surface, all labour, material, etc. complete. For Outer Coating of MS Pipe (SR Item No.19, Page 189 of Maharashtra SR of SECTION -I(XVI) : M. S. PIPE LAYING for 2023-24) | Sqm | 983.77 | 983.77 | 138780.0 | False | None | None | False | None | False | 136527600.6 | 0 | | 3417085 | 120921 | None | ALIS13 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications.(SR Item No.1.10, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 198.24 | 198.24 | 115952.0 | False | None | None | False | None | False | 22986324.48 | 0 | | 3417086 | 120921 | None | ALIS14 | Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /demarcation / chainage/ arrow stones including cost of all materials,labour, engraving marks, excavating pit, fixing in position, murum filling etc., complete with all lead and lifts.(SR Item No.8.7, Page 102 of WRD, MI & GWDD, KPCL Vol-4 Uniform Common SR 2023-24 Common SOR) | Each | 334.53 | 334.53 | 2073.0 | False | None | None | False | None | False | 693480.69 | 0 | | 3417087 | 120921 | None | ALIS15 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (ii) Ordinary Km stone (precast)(SR Item No.8.16 (MoRT&H : IRC 805), Page 67 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24 Common SOR) | Each | 3626.55 | 3626.55 | 21.0 | False | None | None | False | None | False | 76157.55 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section 1- Construction of Lift Scheme (Civil Works)- Annexure 2.1- Air Valve Chamber of Raising Main of dia 2070 mm | 11060242.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417088 | 120922 | None | knnlbgka1 | 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 (SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 126.38 | 126.38 | 480.0 | False | None | None | False | None | False | 60662.4 | 0 | | 3417089 | 120922 | None | knnlbgka2 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | Cum | 8008.65 | 8008.65 | 630.0 | False | None | None | False | None | False | 5045449.5 | 0 | | 3417090 | 120922 | None | knnlbgka3 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) (SR Item No. 2.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | Cum | 8242.82 | 8242.82 | 108.0 | False | None | None | False | None | False | 890224.56 | 0 | | 3417091 | 120922 | None | knnlbgka4 | 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.(SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | t | 97894.63 | 97894.63 | 12.0 | False | None | None | False | None | False | 1174735.56 | 0 | | 3417092 | 120922 | None | knnlbgka5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 329.57 | 329.57 | 420.0 | False | None | None | False | None | False | 138419.4 | 0 | | 3417093 | 120922 | None | knnlbgka6 | Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e.,
1. Large orifice for venting of large air volumes on start up.
2. Large orifice for intake of large air volumes.
3. Small orifice for discharge of pressurized air during operation. For PN 16.0 (SR Item No.2.35, Page 28 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24-Common SOR) For TP Air Valves of 200 mm dia Valve PN 16.0 (twin) (SR Item No.2.35.5, Page 28 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) | Each | 62512.51 | 62512.51 | 60.0 | False | None | None | False | None | False | 3750750.6 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)-Sluice Valve Chamber for 2070 mm dia | 10514722.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417094 | 120923 | None | knnlbgka1 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | Cum | 8008.65 | 8008.65 | 10.0 | False | None | None | False | None | False | 80086.5 | 0 | | 3417095 | 120923 | None | knnlbgka2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) (SR Item No. 2.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | Cum | 8242.82 | 8242.82 | 270.0 | False | None | None | False | None | False | 2225561.4 | 0 | | 3417096 | 120923 | None | knnlbgka3 | 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 (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | t | 97894.63 | 97894.63 | 24.0 | False | None | None | False | None | False | 2349471.12 | 0 | | 3417097 | 120923 | None | knnlbgka4 | Supplying to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete.RCC Perforated rings - 1200 mmx1250 mm (SR Item No.16.62, page 208 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) (SR Item No.16.62.2 (SOR CODE T820B), Page 208 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) | Each | 11825.02 | 11825.02 | 60.0 | False | None | None | False | None | False | 709501.2 | 0 | | 3417098 | 120923 | None | knnlbgka5 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. (SR Item No.1 (SOR CODE M010), Page 134 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) PVC pipes 63 mm dia., 6 kg/sqcm & class 3 (SR Item No.10.1.4 page 113 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24 Common SOR) | m | 199.48 | 199.48 | 20.0 | False | None | None | False | None | False | 3989.6 | 0 | | 3417099 | 120923 | None | knnlbgka6 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only.The stem sealing should be with toroidal sealing rings (minimum 2 “ O“ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work.
(Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate. (SR Item No.2.24.9, Page 23 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) For Sluice Valve of PN 16.0 and 400mm | Each | 206878.31 | 206878.31 | 20.0 | False | None | None | False | None | False | 4137566.2 | 0 | | 3417100 | 120923 | None | knnlbgka7 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with 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, stubends, flanged sets, bends, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.
For grade PE 100 PN 4.0 (SR Item No.9.1, Page 95 of BWSSB, KUWSDB & RWS Vol-5 for 2021-22 Common SOR) HDPE Grade PE 100-PN 4.0, 450 mm dia (SR Item No.9.9.16, Page 10 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24 Common SOR) | m | 5042.73 | 5042.73 | 200.0 | False | None | None | False | None | False | 1008546.0 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.3- Thrust Block of 11.25 degree to 90 degree Bend for 2070 mm dia pipe | 13201440.94 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417101 | 120924 | None | knnlbgkbnd1 | 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 (SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) In all kinds of soils depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 11.25 degree | Cum | 126.38 | 126.38 | 351.0 | False | None | None | False | None | False | 44359.38 | 0 | | 3417102 | 120924 | None | knnlbgkbnd2 | 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 (SR Item No. 1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR ) In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 11.25 degree | Cum | 449.76 | 449.76 | 2241.0 | False | None | None | False | None | False | 1007912.16 | 0 | | 3417103 | 120924 | None | knnlbgkbnd3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) For 11.25 degree | Cum | 8008.65 | 8008.65 | 16.2 | False | None | None | False | None | False | 129740.13 | 0 | | 3417104 | 120924 | None | knnlbgkbnd4 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) (SR Item No. 2.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) For 11.25 degree Block portion | Cum | 8225.9 | 8225.9 | 205.2 | False | None | None | False | None | False | 1687954.68 | 0 | | 3417105 | 120924 | None | knnlbgkbnd5 | 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) At 20 kgs /Cum | t | 97894.63 | 97894.63 | 5.4 | False | None | None | False | None | False | 528631.002 | 0 | | 3417106 | 120924 | None | knnlbgkbnd6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 329.57 | 329.57 | 2376.0 | False | None | None | False | None | False | 783058.32 | 0 | | 3417107 | 120924 | None | knnlbgkbnd7 | 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 (SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) In all kinds of soils depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 22.55 degree | Cum | 126.38 | 126.38 | 414.0 | False | None | None | False | None | False | 52321.32 | 0 | | 3417108 | 120924 | None | knnlbgkbnd8 | 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 (SR Item No. 1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR ) In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 22.55 degree | Cum | 449.76 | 449.76 | 720.0 | False | None | None | False | None | False | 323827.2 | 0 | | 3417109 | 120924 | None | knnlbgkbnd9 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) For 11.25 degree | Cum | 8008.65 | 8008.65 | 18.0 | False | None | None | False | None | False | 144155.7 | 0 | | 3417110 | 120924 | None | knnlbgkbnd10 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) (SR Item No. 2.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) For 22.5 degree Block portion | Cum | 8225.9 | 8225.9 | 324.0 | False | None | None | False | None | False | 2665191.6 | 0 | | 3417111 | 120924 | None | knnlbgkbnd11 | 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) At 20 kgs /Cum For 22.5 degree | t | 97894.63 | 97894.63 | 7.2 | False | None | None | False | None | False | 704841.336 | 0 | | 3417112 | 120924 | None | knnlbgkbnd12 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 22.5 degree | Cum | 329.57 | 329.57 | 792.0 | False | None | None | False | None | False | 261019.44 | 0 | | 3417113 | 120924 | None | knnlbgkbnd13 | 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 (SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) In all kinds of soils depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 45 degree | Cum | 126.38 | 126.38 | 240.0 | False | None | None | False | None | False | 30331.2 | 0 | | 3417114 | 120924 | None | knnlbgkbnd14 | 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 (SR Item No. 1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR ) In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 45 degree | Cum | 449.76 | 449.76 | 414.0 | False | None | None | False | None | False | 186200.64 | 0 | | 3417115 | 120924 | None | knnlbgkbnd15 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) For 45 degree | Cum | 8008.65 | 8008.65 | 11.4 | False | None | None | False | None | False | 91298.61 | 0 | | 3417116 | 120924 | None | knnlbgkbnd16 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) (SR Item No. 2.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) For 45 degree Block portion | Cum | 8225.9 | 8225.9 | 232.8 | False | None | None | False | None | False | 1914989.52 | 0 | | 3417117 | 120924 | None | knnlbgkbnd17 | 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) At 20 kgs /Cum For 45 | t | 97894.63 | 97894.63 | 4.8 | False | None | None | False | None | False | 469894.224 | 0 | | 3417118 | 120924 | None | knnlbgkbnd18 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 45 | Cum | 329.57 | 329.57 | 414.0 | False | None | None | False | None | False | 136441.98 | 0 | | 3417119 | 120924 | None | knnlbgkbnd19 | 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 (SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) In all kinds of soils depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 90 degree | Cum | 126.38 | 126.38 | 132.0 | False | None | None | False | None | False | 16682.16 | 0 | | 3417120 | 120924 | None | knnlbgkbnd20 | 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 (SR Item No. 1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR ) In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 90 degree | Cum | 449.76 | 449.76 | 210.0 | False | None | None | False | None | False | 94449.6 | 0 | | 3417121 | 120924 | None | knnlbgkbnd21 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) For 90 degree | Cum | 8008.65 | 8008.65 | 6.6 | False | None | None | False | None | False | 52857.09 | 0 | | 3417122 | 120924 | None | knnlbgkbnd22 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) (SR Item No. 2.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) For 90 degree Block portion | Cum | 8225.9 | 8225.9 | 178.8 | False | None | None | False | None | False | 1470790.92 | 0 | | 3417123 | 120924 | None | knnlbgkbnd23 | 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) At 20 kgs /Cum For 90 degree | t | 97894.63 | 97894.63 | 3.6 | False | None | None | False | None | False | 352420.668 | 0 | | 3417124 | 120924 | None | knnlbgkbnd24 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) For 90 degree | Cum | 329.57 | 329.57 | 158.0 | False | None | None | False | None | False | 52072.06 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.4-Hard Passage for 2070 mm dia | 11168244.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417125 | 120925 | None | knnlbgkhrdp1 | 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 (SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR ) In all kinds of soils depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) | Cum | 126.38 | 126.38 | 696.0 | False | None | None | False | None | False | 87960.48 | 0 | | 3417126 | 120925 | None | knnlbgkhrdp2 | 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 (SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) | Cum | 449.76 | 449.76 | 872.0 | False | None | None | False | None | False | 392190.72 | 0 | | 3417127 | 120925 | None | knnlbgkhrdp3 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including stting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work (SR Item No. 1.16, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22-Common SOR ) In Hard Rock (requiring blasting) Depth upto 1.50m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 686.41 | 686.41 | 176.0 | False | None | None | False | None | False | 120808.16 | 0 | | 3417128 | 120925 | None | knnlbgkhrdp4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | Cum | 8008.65 | 8008.65 | 30.4 | False | None | None | False | None | False | 243462.96 | 0 | | 3417129 | 120925 | None | knnlbgkhrdp5 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) (SR Item No. 2.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | Cum | 8225.9 | 8225.9 | 627.2 | False | None | None | False | None | False | 5159284.48 | 0 | | 3417130 | 120925 | None | knnlbgkhrdp6 | 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.(SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | t | 97894.63 | 97894.63 | 49.6 | False | None | None | False | None | False | 4855573.648 | 0 | | 3417131 | 120925 | None | knnlbgkhrdp7 | Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lifts. (SR Item No.3.41.2, Page 54 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24 Common SOR) | Sqm | 563.74 | 563.74 | 216.0 | False | None | None | False | None | False | 121767.84 | 0 | | 3417132 | 120925 | None | knnlbgkhrdp8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 329.57 | 329.57 | 568.0 | False | None | None | False | None | False | 187195.76 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.5- Cart Track Crossings for 2070 mm dia | 28226645.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417133 | 120926 | None | knnlbgkcart1 | 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.(SR Item No. 1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 126.38 | 126.38 | 2944.0 | False | None | None | False | None | False | 372062.72 | 0 | | 3417134 | 120926 | None | knnlbgkcart2 | 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 ordinary/soft rock without blasting.(SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 449.76 | 449.76 | 864.0 | False | None | None | False | None | False | 388592.64 | 0 | | 3417135 | 120926 | None | knnlbgkcart3 | 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 ordinary/soft rock without blasting.(SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth 1.5 m to 3.0 m(SR Item No. 1.15.2, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 552.9 | 552.9 | 864.0 | False | None | None | False | None | False | 477705.6 | 0 | | 3417136 | 120926 | None | knnlbgkcart4 | Earth work excavation for foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including stting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work - In Hard Rock (requiring blasting) (SR Item No. 1.16, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) Depth upto 1.50 m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 686.41 | 686.41 | 736.0 | False | None | None | False | None | False | 505197.76 | 0 | | 3417137 | 120926 | None | knnlbgkcart5 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | Cum | 8008.65 | 8008.65 | 121.6 | False | None | None | False | None | False | 973851.84 | 0 | | 3417138 | 120926 | None | knnlbgkcart6 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) (SR Item No.2.4., Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | Cum | 8225.9 | 8225.9 | 1289.6 | False | None | None | False | None | False | 10608120.64 | 0 | | 3417139 | 120926 | None | knnlbgkcart7 | 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | t | 97894.63 | 97894.63 | 102.4 | False | None | None | False | None | False | 10024410.112 | 0 | | 3417140 | 120926 | None | knnlbgkcart8 | Providing and filling murrum / gravely soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all lead and lifts.(SR Item No.4.15, Page 61 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2023-24 Common SOR) | Cum | 1015.98 | 1015.98 | 4800.0 | False | None | None | False | None | False | 4876704.0 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.6- Asphalt Road Crossing for 2070 mm dia | 4732060.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417141 | 120927 | None | knnlbgkaspalt1 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.(SR Item No 2.19 (MoRT&H Spec 202), page 12 of PWD (C&B),NH & PRED- Roads & Bridges Vol-3 for 2023-24 Common SOR | Cum | 697.56 | 697.56 | 72.0 | False | None | None | False | None | False | 50224.32 | 0 | | 3417142 | 120927 | None | knnlbgkaspalt2 | 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 (SR Item No. 1.14 Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 126.38 | 126.38 | 440.0 | False | None | None | False | None | False | 55607.2 | 0 | | 3417143 | 120927 | None | knnlbgkaspalt3 | 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 ordinary/soft rock without blasting.(SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 449.76 | 449.76 | 404.0 | False | None | None | False | None | False | 181703.04 | 0 | | 3417144 | 120927 | None | knnlbgkaspalt4 | 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 ordinary/soft rock without blasting.(SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth 1.5 m to 3.0 m (SR Item No. 1.15.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 552.9 | 552.9 | 148.0 | False | None | None | False | None | False | 81829.2 | 0 | | 3417145 | 120927 | None | knnlbgkaspalt5 | Earth work excavation for foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including stting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work - In Hard Rock (requiring blasting) (SR Item No. 1.16, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth upto 1.50 m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 686.4 | 686.4 | 112.0 | False | None | None | False | None | False | 76876.8 | 0 | | 3417146 | 120927 | None | knnlbgkaspalt6 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:3:6 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | Cum | 8008.65 | 8008.65 | 26.8 | False | None | None | False | None | False | 214631.82 | 0 | | 3417147 | 120927 | None | knnlbgkaspalt7 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) (SR Item No.2.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | Cum | 8225.9 | 8225.9 | 192.4 | False | None | None | False | None | False | 1582663.16 | 0 | | 3417148 | 120927 | None | knnlbgkaspalt8 | 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.(SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | t | 97894.63 | 97894.63 | 15.2 | False | None | None | False | None | False | 1487998.376 | 0 | | 3417149 | 120927 | None | knnlbgkaspalt9 | Providing and filling murrum / gravely soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all lead and lifts.(SR Item No.4.15, Page 61 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2023-24-Common SOR) | Cum | 1015.98 | 1015.98 | 672.0 | False | None | None | False | None | False | 682738.56 | 0 | | 3417150 | 120927 | None | knnlbgkaspalt10 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material (SR Item No.4.2 (MoRT&H Spec 401 B), Page 23 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24-Common SOR) | Cum | 2922.8 | 2922.8 | 24.8 | False | None | None | False | None | False | 72485.44 | 0 | | 3417151 | 120927 | None | knnlbgkaspalt11 | 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.(SR Item No.4.17 (MoRT&H Spec 406 ), Page 26 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24-Common SOR) | Cum | 3170.6 | 3170.6 | 21.6 | False | None | None | False | None | False | 68484.96 | 0 | | 3417152 | 120927 | None | knnlbgkaspalt12 | Dense Graded Bituminous Macadam Grading - II for traffic should be greater than 20 MSA
Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 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.(SR Item No.5.13 (MoRT&H Spec 505A), Page 35 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24- Common SOR) | Cum | 12197.95 | 12197.95 | 9.6 | False | None | None | False | None | False | 117100.32 | 0 | | 3417153 | 120927 | None | knnlbgkaspalt13 | Bituminous Concrete Grading II for traffic should be less than 20 MSA
Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 percent 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 (SR Item No.5.16 (MoRT&H Spec 507B(C)), Page 38 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24- Common SOR) | Cum | 13572.0 | 13572.0 | 4.4 | False | None | None | False | None | False | 59716.8 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- State Highway Crossing | 1168268.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417154 | 120928 | None | knnlbgkaspalt1 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.(SR Item No 2.19 (MoRT&H Spec 202), page 12 of PWD (C&B),NH & PRED- Roads & Bridges Vol-3 for 2023-24 Common SOR | Cum | 697.56 | 697.56 | 17.2 | False | None | None | False | None | False | 11998.032 | 0 | | 3417155 | 120928 | None | knnlbgkaspalt2 | 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 (SR Item No. 1.14 Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 126.38 | 126.38 | 105.0 | False | None | None | False | None | False | 13269.9 | 0 | | 3417156 | 120928 | None | knnlbgkaspalt3 | 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 ordinary/soft rock without blasting.(SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth upto 1.50 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 449.76 | 449.76 | 99.0 | False | None | None | False | None | False | 44526.24 | 0 | | 3417157 | 120928 | None | knnlbgkaspalt4 | 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 ordinary/soft rock without blasting.(SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth 1.5 m to 3.0 m (SR Item No. 1.15.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 552.9 | 552.9 | 33.0 | False | None | None | False | None | False | 18245.7 | 0 | | 3417158 | 120928 | None | knnlbgkaspalt5 | Earth work excavation for foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including stting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work - In Hard Rock (requiring blasting) (SR Item No. 1.16, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth upto 1.50 m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 686.41 | 686.41 | 27.0 | False | None | None | False | None | False | 18533.07 | 0 | | 3417159 | 120928 | None | knnlbgkaspalt6 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:3:6 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | Cum | 8008.65 | 8008.65 | 6.7 | False | None | None | False | None | False | 53657.955 | 0 | | 3417160 | 120928 | None | knnlbgkaspalt7 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) (SR Item No.2.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | Cum | 8225.9 | 8225.9 | 45.7 | False | None | None | False | None | False | 375923.63 | 0 | | 3417161 | 120928 | None | knnlbgkaspalt8 | 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.(SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | t | 97894.63 | 97894.63 | 3.6 | False | None | None | False | None | False | 352420.668 | 0 | | 3417162 | 120928 | None | knnlbgkaspalt9 | Providing and filling murrum / gravely soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all lead and lifts.(SR Item No.4.15, Page 61 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2023-24-Common SOR) | Cum | 1015.98 | 1015.98 | 197.0 | False | None | None | False | None | False | 200148.06 | 0 | | 3417163 | 120928 | None | knnlbgkaspalt10 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material (SR Item No.4.2 (MoRT&H Spec 401 B), Page 23 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24-Common SOR) | Cum | 2922.8 | 2922.8 | 6.0 | False | None | None | False | None | False | 17536.8 | 0 | | 3417164 | 120928 | None | knnlbgkaspalt11 | 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.(SR Item No.4.17 (MoRT&H Spec 406 ), Page 26 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24-Common SOR) | Cum | 3170.6 | 3170.6 | 6.0 | False | None | None | False | None | False | 19023.6 | 0 | | 3417165 | 120928 | None | knnlbgkaspalt12 | Dense Graded Bituminous Macadam Grading - II for traffic should be greater than 20 MSA
Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 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.(SR Item No.5.13 (MoRT&H Spec 505A), Page 35 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24-Common SOR) | Cum | 12197.95 | 12197.95 | 2.3 | False | None | None | False | None | False | 28055.285 | 0 | | 3417166 | 120928 | None | knnlbgkaspalt13 | Bituminous Concrete Grading II for traffic should be less than 20 MSA
Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 percent 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 (SR Item No.5.16 (MoRT&H Spec 507B(C)), Page 38 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2023-24-Common SOR) | Cum | 13572.0 | 13572.0 | 1.1 | False | None | None | False | None | False | 14929.2 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)-Annexure 2.7B -State Highway and Herakal South Rising Main Crossing | 14152477.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417167 | 120929 | None | knnlbgkhr1 | Installation of product pipe by manual jacking method-Manufacturing, providing, transporting, rolling, lowering, laying & jointing, testing, commissioning of ERW (Electric Resistance Welded), SAW (Submerged Arc Welded) MS pipe (Fe-410 grade) conforming to IS 3589-2001 with latest ammendments including perfect linking welding of joints to correct position including cost and conveyance of pipes and materials with all lead lift, cost of labour, loading and unloading of pipes for the following diameters with specified thickness of plate as noted below including bailing out of water wherever necessary for laying of carrier pipe of suitable dia including inside and outside of casing pipe painted with two coats of Anti corrossive tankmastic paint.
Installation of steel pipe by Ramming / Jacking method to cross Railway track / NH/BDA /BBMP/Other roads/Existing utilities / NALA crossings, filling the gap between casing pipe and carrier pipe with quarry grit using compressor with all necessary equipments, plants etc, complete. Suitable spacers of HDP/MS or other similar material should be provided in between carrier & casing pipe to prevent carrier pipe forming metallic contact with casing pipe. Note : a. The cost of jacking is inclusive of cost M.S. casing pipe of specified thickness b. The cost of carrying pipe is separate (SR Item No.17.2, Page 216 of BWSSB, KUWSDB & RWS
Vol-5 for 2021-22-Common SOR)
m
Jacking of 2600 mm dia & 16mm thick M.S. Casing Pipe.
(SR Item No.17.2.16, Page 217 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24-Common SOR) For State Highway and Herkal South Rising Main | m | 235874.62 | 235874.62 | 60.0 | False | None | None | False | None | False | 14152477.2 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)-Annexure 2.8- Canal Crossing | 3825161.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417168 | 120930 | None | knnlbgkcc1 | 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 (SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22-Common SOR) Depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22 Common SOR) at ch. 2.960, 3.140, 7.448, 7.888, 12.002, 13.736, 15.466, and 17.569 | Cum | 126.38 | 126.38 | 184.0 | False | None | None | False | None | False | 23253.92 | 0 | | 3417169 | 120930 | None | knnlbgkcc2 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) at ch. 2.960, 3.140, 7.448, 7.888, 12.002, 13.736, 15.466, and 17.569 | Cum | 8008.65 | 8008.65 | 32.8 | False | None | None | False | None | False | 262683.72 | 0 | | 3417170 | 120930 | None | knnlbgkcc3 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) (SR Item No. 2.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22-Common SOR) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 17 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22 Common SOR) at ch. 2.960, 3.140, 7.448, 7.888, 12.002, 13.736, 15.466, and 17.569 | Cum | 8225.9 | 8225.9 | 220.8 | False | None | None | False | None | False | 1816278.72 | 0 | | 3417171 | 120930 | None | knnlbgkcc4 | 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. (SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) at ch. 2.960, 3.140, 7.448, 7.888, 12.002, 13.736, 15.466, and 17.569 | t | 97894.63 | 97894.63 | 17.6 | False | None | None | False | None | False | 1722945.488 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.9- Anchor Block of 2.5 degree to 7.5 degree | 10375131.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417172 | 120931 | None | knnlbgkab1 | 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 appurtenances required to complete the work. In all kinds of soils.(SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR ) In all kinds of soils depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) for 2.5 bend | Cum | 126.38 | 126.38 | 1518.0 | False | None | None | False | None | False | 191844.84 | 0 | | 3417173 | 120931 | None | knnlbgkab2 | 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 (SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) for 2.5 bend | Cum | 449.76 | 449.76 | 1122.0 | False | None | None | False | None | False | 504630.72 | 0 | | 3417174 | 120931 | None | knnlbgkab3 | 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 (SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) In ordinary/soft rock without blasting Depth exceeding 1.5m, but not exceeding 3m (SR Item No. 1.15.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) for 2.5 bend | Cum | 552.9 | 552.9 | 462.0 | False | None | None | False | None | False | 255439.8 | 0 | | 3417175 | 120931 | None | knnlbgkab4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) for 2.5 bend | Cum | 8008.65 | 8008.65 | 33.0 | False | None | None | False | None | False | 264285.45 | 0 | | 3417176 | 120931 | None | knnlbgkab5 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) for 2.5 bend | Cum | 8225.9 | 8225.9 | 488.4 | False | None | None | False | None | False | 4017529.56 | 0 | | 3417177 | 120931 | None | knnlbgkab6 | 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.(SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) for 2.5 bend | t | 97894.63 | 97894.63 | 13.2 | False | None | None | False | None | False | 1292209.116 | 0 | | 3417178 | 120931 | None | knnlbgkab7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for 2.5 bend | Cum | 329.57 | 329.57 | 2640.0 | False | None | None | False | None | False | 870064.8 | 0 | | 3417179 | 120931 | None | knnlbgkab8 | 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 appurtenances required to complete the work. In all kinds of soils.(SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR ) In all kinds of soils depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) for 5 degree bend | Cum | 126.38 | 126.38 | 429.0 | False | None | None | False | None | False | 54217.02 | 0 | | 3417180 | 120931 | None | knnlbgkab9 | 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 (SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) for for 5 degree bend | Cum | 449.76 | 449.76 | 299.0 | False | None | None | False | None | False | 134478.24 | 0 | | 3417181 | 120931 | None | knnlbgkab10 | 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 (SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) In ordinary/soft rock without blasting Depth exceeding 1.5m, but not exceeding 3m (SR Item No. 1.15.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) for for 5 degree bend | Cum | 552.9 | 552.9 | 130.0 | False | None | None | False | None | False | 71877.0 | 0 | | 3417182 | 120931 | None | knnlbgkab11 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) for for 5 degree bend | Cum | 8008.65 | 8008.65 | 11.7 | False | None | None | False | None | False | 93701.205 | 0 | | 3417183 | 120931 | None | knnlbgkab12 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) for for 5 degree bend | Cum | 8225.9 | 8225.9 | 178.1 | False | None | None | False | None | False | 1465032.79 | 0 | | 3417184 | 120931 | None | knnlbgkab13 | 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.(SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) for for 5 degree bend | t | 97894.63 | 97894.63 | 3.9 | False | None | None | False | None | False | 381789.057 | 0 | | 3417185 | 120931 | None | knnlbgkab14 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for for 5 degree bend | Cum | 329.57 | 329.57 | 676.0 | False | None | None | False | None | False | 222789.32 | 0 | | 3417186 | 120931 | None | knnlbgkab15 | 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 appurtenances required to complete the work. In all kinds of soils.(SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR ) In all kinds of soils depth upto 3 m (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) for 7.5 bend | Cum | 126.38 | 126.38 | 86.0 | False | None | None | False | None | False | 10868.68 | 0 | | 3417187 | 120931 | None | knnlbgkab16 | 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 (SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) In ordinary/soft rock without blasting upto 1.5 m depth (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) for 7.5 bend | Cum | 449.76 | 449.76 | 62.0 | False | None | None | False | None | False | 27885.12 | 0 | | 3417188 | 120931 | None | knnlbgkab17 | 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 (SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) In ordinary/soft rock without blasting Depth exceeding 1.5m, but not exceeding 3m (SR Item No. 1.15.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR ) for 7.5 bend | Cum | 552.9 | 552.9 | 26.0 | False | None | None | False | None | False | 14375.4 | 0 | | 3417189 | 120931 | None | knnlbgkab18 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) for 7.5 bend | Cum | 8008.65 | 8008.65 | 2.6 | False | None | None | False | None | False | 20822.49 | 0 | | 3417190 | 120931 | None | knnlbgkab19 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) for 7.5 bend | Cum | 8225.9 | 8225.9 | 41.4 | False | None | None | False | None | False | 340552.26 | 0 | | 3417191 | 120931 | None | knnlbgkab20 | 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.(SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) for 7.5 bend | t | 97894.63 | 97894.63 | 1.0 | False | None | None | False | None | False | 97894.63 | 0 | | 3417192 | 120931 | None | knnlbgkab21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) for 7.5 bend | Cum | 329.57 | 329.57 | 130.0 | False | None | None | False | None | False | 42844.1 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- Annexure 2.10- River Submergence Crossing | 119909418.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417193 | 120932 | None | knnlbgksub1 | 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 1/2/4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No. 2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR ) | Cum | 8008.64 | 8008.64 | 590.4 | False | None | None | False | None | False | 4728301.056 | 0 | | 3417194 | 120932 | None | knnlbgksub2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | Cum | 8242.82 | 8242.82 | 7740.8 | False | None | None | False | None | False | 63806021.056 | 0 | | 3417195 | 120932 | None | knnlbgksub3 | 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.(SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | t | 97894.62 | 97894.62 | 524.8 | False | None | None | False | None | False | 51375096.576 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)-Air Cushion Chamber | 925839.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417196 | 120933 | None | knnlbgkacv1 | 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 126.38 | 126.38 | 5.0 | False | None | None | False | None | False | 631.9 | 0 | | 3417197 | 120933 | None | knnlbgkacv2 | 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 (0.0 to 1.50)m Lift (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 449.76 | 449.76 | 6.0 | False | None | None | False | None | False | 2698.56 | 0 | | 3417198 | 120933 | None | knnlbgkacv3 | Excavation in hard rock of all toughness including boulders above 0.6m dia. ( 0.113 cum ) by approved controlled blasting methods for foundations of canal cross drainage and other appurtenant structures for control of vibrations and by making muffling arrangements for control of fly-rock and by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques to minimise damage to rock beyond excavation line and placing the excavated hard rock neatly in approved dump area as directed including cost of all materials,machinery, labour and all other ancillary operations complete.(Organisation specific) (0.0 to 1.50)m Lift (SR Item No.4.1, Page 59 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24-Common SOR) | Cum | 1217.94 | 1217.94 | 2.0 | False | None | None | False | None | False | 2435.88 | 0 | | 3417199 | 120933 | None | knnlbgkacv4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per
technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1/2/4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | Cum | 8008.65 | 8008.65 | 15.1 | False | None | None | False | None | False | 120930.615 | 0 | | 3417200 | 120933 | None | knnlbgkacv5 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | Cum | 8242.82 | 8242.82 | 1.3 | False | None | None | False | None | False | 10715.666 | 0 | | 3417201 | 120933 | None | knnlbgkacv6 | 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.(SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | t | 97894.63 | 97894.63 | 0.2 | False | None | None | False | None | False | 19578.926 | 0 | | 3417202 | 120933 | None | knnlbgkacv7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 329.57 | 329.57 | 11.0 | False | None | None | False | None | False | 3625.27 | 0 | | 3417203 | 120933 | None | knnlbgkacv8 | Supplying, fixing and commissioning Air Cushion Valve of approved make, body and seat ring of bronze, class conforming to IS/ 14845 of specified diameter with all fixtures including cost of all materials, machinery, labour etc., including associated MS Stub and flanges,complete with all leads and lifts.300 mm diameter Air Cushion Valve -PN 6 Market rate | Each | 765222.92 | 765222.92 | 1.0 | False | None | None | False | None | False | 765222.92 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- One Way Surge Tank | 51356114.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3417204 | 120934 | None | knnlbgkost1 | 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) In all kinds of soils Depth upto 3 m | Cum | 126.38 | 126.38 | 380.0 | False | None | None | False | None | False | 48024.4 | 0 | | 3417205 | 120934 | None | knnlbgkost2 | 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 (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 449.76 | 449.76 | 440.0 | False | None | None | False | None | False | 197894.4 | 0 | | 3417206 | 120934 | None | knnlbgkost3 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including stting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work Hard Rock (requiring blasting) Depth upto 1.50m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 686.41 | 686.41 | 1112.0 | False | None | None | False | None | False | 763287.92 | 0 | | 3417207 | 120934 | None | knnlbgkost4 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including stting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work Hard Rock (requiring blasting) Depth 1.50 m to 3.0 m (SR Item No. 1.16.2, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SOR) | Cum | 795.05 | 795.05 | 740.0 | False | None | None | False | None | False | 588337.0 | 0 | | 3417208 | 120934 | None | knnlbgkost5 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1/2/4 (M15) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.5, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) | Cum | 8008.65 | 8008.65 | 63.6 | False | None | None | False | None | False | 509350.14 | 0 | | 3417209 | 120934 | None | knnlbgkost6 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR)0 - 5 m Lift For Column | Cum | 14200.67 | 14200.67 | 39.2 | False | None | None | False | None | False | 556666.264 | 0 | | 3417210 | 120934 | None | knnlbgkost7 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) 0 - 5 m Lift For Foundation | Cum | 8770.99 | 8770.99 | 706.0 | False | None | None | False | None | False | 6192318.94 | 0 | | 3417211 | 120934 | None | knnlbgkost8 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(SR Item No.2.5.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) 0 - 5m Lift For Column | Cum | 14758.84 | 14758.84 | 80.0 | False | None | None | False | None | False | 1180707.2 | 0 | | 3417212 | 120934 | None | knnlbgkost9 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(SR Item No.2.5.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) 0 - 5m Lift For Beams and Lintels of Buildings | Cum | 13890.68 | 13890.68 | 40.0 | False | None | None | False | None | False | 555627.2 | 0 | | 3417213 | 120934 | None | knnlbgkost10 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(SR Item No.2.5.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) 5 - 10m Lift For Column | Cum | 15800.64 | 15800.64 | 80.0 | False | None | None | False | None | False | 1264051.2 | 0 | | 3417214 | 120934 | None | knnlbgkost11 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(SR Item No.2.5.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) 5 - 10m Lift For Beams and Lintels of Buildings | Cum | 14932.47 | 14932.47 | 41.6 | False | None | None | False | None | False | 621190.752 | 0 | | 3417215 | 120934 | None | knnlbgkost12 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(SR Item No.2.5.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) 10 - 15m Lift For Column | Cum | 15974.27 | 15974.27 | 80.0 | False | None | None | False | None | False | 1277941.6 | 0 | | 3417216 | 120934 | None | knnlbgkost13 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(SR Item No.2.5.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) 10 - 15m Lift For Beams and Lintels of Buildings | Cum | 15106.1 | 15106.1 | 41.6 | False | None | None | False | None | False | 628413.76 | 0 | | 3417217 | 120934 | None | knnlbgkost14 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(SR Item No.2.5.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) 15 - 20m Lift For Column | Cum | 16147.91 | 16147.91 | 80.0 | False | None | None | False | None | False | 1291832.8 | 0 | | 3417218 | 120934 | None | knnlbgkost15 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(SR Item No.2.5.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) 15 - 20m Lift For Beams and Lintels of Buildings | Cum | 15279.74 | 15279.74 | 42.8 | False | None | None | False | None | False | 653972.872 | 0 | | 3417219 | 120934 | None | knnlbgkost16 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(SR Item No.2.5.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) 15 - 20m Lift For Piers, Abutments and walls | Cum | 10938.91 | 10938.91 | 128.0 | False | None | None | False | None | False | 1400180.48 | 0 | | 3417220 | 120934 | None | knnlbgkost17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(SR Item No.2.5.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24 Common SR) 15 - 20m Lift For Roof Slab | Cum | 14411.58 | 14411.58 | 208.0 | False | None | None | False | None | False | 2997608.64 | 0 | | 3417221 | 120934 | None | knnlbgkost18 | Finishing walls with water proofing cement paint of required shade /New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(SR Item No.8.28, Page 45 of PWD (C&B) - Buildings Vol-2 for 2023-24 Common SOR) | Sqm | 110.27 | 110.27 | 1529.6 | False | None | None | False | None | False | 168668.992 | 0 | | 3417222 | 120934 | None | knnlbgkost19 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489/2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(SR Item No.8.32,page 46 of PWD (C&B)- Buildings Vol-2 for 2021-22-Common SOR) | Sqm | 193.28 | 193.28 | 1438.8 | False | None | None | False | None | False | 278091.264 | 0 | | 3417223 | 120934 | None | knnlbgkost20 | 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.(SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | t | 97894.63 | 97894.63 | 186.8 | False | None | None | False | None | False | 18286716.884 | 0 | | 3417224 | 120934 | None | knnlbgkost21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 329.57 | 329.57 | 2264.0 | False | None | None | False | None | False | 746146.48 | 0 | | 3417225 | 120934 | None | knnlbgkost22 | Providing 20 mm cement plaster with cement mortar 1/3 (1 cement/ 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(SR Item No.8.6.2, Page 42 of PWD (C&B) - Buildings Vol-2 for 2023-24-Common SOR) | Sqm | 531.53 | 531.53 | 1532.0 | False | None | None | False | None | False | 814303.96 | 0 | | 3417226 | 120934 | None | knnlbgkost23 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix /1/3 (1 cement/ 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (SR Item No.8.4.1,page 41 of PWD (C&B)- Buildings Vol-2 for 2023-24-Common SOR) | Sqm | 400.2 | 400.2 | 1440.0 | False | None | None | False | None | False | 576288.0 | 0 | | 3417227 | 120934 | None | knnlbgkost24 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(SR Item No.11.26.1, Page 84 of PWD (C&B) - Buildings Vol-2 for 2023-24-Common SOR) | Kg | 170.98 | 170.98 | 5860.0 | False | None | None | False | None | False | 1001942.8 | 0 | | 3417228 | 120934 | None | knnlbgkost25 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25 mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1/2/4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc.MS angle of 65 x 65 x 8 mm.(SR Item No.7.1, Page 85 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24-Common SOR) | m | 5423.1 | 5423.1 | 100.0 | False | None | None | False | None | False | 542310.0 | 0 | | 3417229 | 120934 | None | knnlbgkost26 | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1/3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings.(SR Item No.7.24, Page 96 of WRD, MI & GWDD, KPCL Vol-4 Uniform Common SR 2023-24-Common SOR) | m | 9855.28 | 9855.28 | 104.0 | False | None | None | False | None | False | 1024949.12 | 0 | | 3417230 | 120934 | None | knnlbgkost27 | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1/3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings.(SR Item No.7.24, Page 96 of WRD, MI & GWDD, KPCL Vol-4 Uniform Common SR 2023-24-Common SOR) 600 mm dia 5 mm Thick MS Inlet pipe | m | 9855.28 | 9855.28 | 100.0 | False | None | None | False | None | False | 985528.0 | 0 | | 3417231 | 120934 | None | knnlbgkost28 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1/1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1/3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary.
(Contractor will make his own arrangements for procuring water for testing).Note/ a) No Negative tolerance in respect of thickness is pemissible.
b) Basic Cost of MS Plate is considered as Rs.71,700/- per MT
c) The pipe costs are FOR destination anywhere in Karnataka.
(SR Item No.5.3 , Page 60 of WRD, of BWSSB,KUWSDB & RWS Vol-5 for 2023-24-Common SOR) 323.9 mm dia 5.6 mm Thick MS overflow pipe | m | 7405.5 | 7405.5 | 100.0 | False | None | None | False | None | False | 740550.0 | 0 | | 3417232 | 120934 | None | knnlbgkost29 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1/1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1/3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary.
(Contractor will make his own arrangements for procuring water for testing).Note/ a) No Negative tolerance in respect of thickness is pemissible.
b) Basic Cost of MS Plate is considered as Rs.71,700/- per MT
c) The pipe costs are FOR destination anywhere in Karnataka.
(SR Item No.5.3 , Page 60 of WRD, of BWSSB,KUWSDB & RWS Vol-5 for 2023-24-Common SOR) 323.9 mm dia 5.6 mm Thick MS overflow pipe323.9 mm dia 5.6 mm Thick MS scour pipe | m | 7405.5 | 7405.5 | 116.0 | False | None | None | False | None | False | 859038.0 | 0 | | 3417233 | 120934 | None | knnlbgkost30 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only.The stem sealing should be with toroidal sealing rings (minimum 2 “ O“ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work.
(Note/ TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.(SR Item No.2.24.7, Page 23 of BWSSB, KUWSDB & RWS Vol-5 for 2023-24-Common SOR) 300 mm dia Sluice Valve | Set | 87280.12 | 87280.12 | 8.0 | False | None | None | False | None | False | 698240.96 | 0 | | 3417234 | 120934 | None | knnlbgkost31 | Supply and fixing of DI Double flanged wafer type ( Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 / 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) (SR Item No.2.40), Page 30 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24-Common SOR) PN 16.0 and 600mm (SR Item No.2.43.8, Page 31 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24-Common SOR) | Each | 291276.51 | 291276.51 | 4.0 | False | None | None | False | None | False | 1165106.04 | 0 | | 3417235 | 120934 | None | knnlbgkost32 | Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts/ For class 150 etc. complete (SR Item No.2.26.11, Page 24 of BWSSB,KUWSDB & RWS Vol-5 for 2023-24-Common SOR) 600mm Check valve | Each | 115573.92 | 115573.92 | 4.0 | False | None | None | False | None | False | 462295.68 | 0 | | 3417236 | 120934 | None | knnlbgkost33 | Supply and fitting of Float valves including cost of all materials, labour, loading, unloading etc. and with all lead and lifts etc. complete and as directed by Engineer - In - Charge Market Rate 300 mm dia -Float Valve | Each | 569633.2 | 569633.2 | 4.0 | False | None | None | False | None | False | 2278532.8 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- Butterfly Valve -PN6 Class | 7775551.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3417237 | 120935 | None | BV1 | Supplying, fixing and commissioning of Butterfly Valve of approved make, body and seat ring of bronze, PN 6 class, complete and as directed by Engineer - In - Charge. - 2000 mm Dia (Market rate) | Nos | 7775551.0 | 7775551.0 | 1.0 | False | None | None | False | None | False | 7775551.0 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- Construction of Delivery Chamber | 6182685.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3417238 | 120936 | None | knnlbgkdc1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (SR Item No. 2.7, MORT&H:IRC 202 (iv) (b), Page 10 of Common SR for Roads & Bridges Vol-3 for 2023-24 Common SOR) | Cum | 1155.98 | 1155.98 | 7.0 | False | None | None | False | None | False | 8091.86 | 0 | | 3417239 | 120936 | None | knnlbgkdc2 | 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 (SR Item No. 1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 126.38 | 126.38 | 716.0 | False | None | None | False | None | False | 90488.08 | 0 | | 3417240 | 120936 | None | knnlbgkdc3 | 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 ordinary/soft rock without blasting.(SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth upto 3-4.5 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 602.33 | 602.33 | 184.0 | False | None | None | False | None | False | 110828.72 | 0 | | 3417241 | 120936 | None | knnlbgkdc4 | 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 ordinary/soft rock without blasting.(SR Item No. 1.15, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Depth upto 4.5-6.0 m (SR Item No. 1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 632.46 | 632.46 | 183.68 | False | None | None | False | None | False | 116170.2528 | 0 | | 3417242 | 120936 | None | knnlbgkdc5 | Laying of a geotextile filter between pitching and embankment slopes on which painting is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.(SR Item 14.6 (MoRT&H Spec. 700 & 2504), Page No 129, of Roads & Bridges SR Vol-3 for 2023-24 Common SOR) | Sqm | 138.77 | 138.77 | 264.0 | False | None | None | False | None | False | 36635.28 | 0 | | 3417243 | 120936 | None | knnlbgkdc6 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | Cum | 7791.39 | 7791.39 | 16.0 | False | None | None | False | None | False | 124662.24 | 0 | | 3417244 | 120936 | None | knnlbgkdc7 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | Cum | 8770.99 | 8770.99 | 218.5 | False | None | None | False | None | False | 1916461.315 | 0 | | 3417245 | 120936 | None | knnlbgkdc8 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.2, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | Cum | 8225.9 | 8225.9 | 26.5 | False | None | None | False | None | False | 217986.35 | 0 | | 3417246 | 120936 | None | knnlbgkdc9 | 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.(SR Item No.2.11H, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SR) | t | 97894.63 | 97894.63 | 32.9 | False | None | None | False | None | False | 3220733.327 | 0 | | 3417247 | 120936 | None | knnlbgkdc10 | Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints etc.,complete with all leads and lifts.(SR Item No.2.26, Page 41 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2023-24-Common SOR) | m | 712.42 | 712.42 | 37.1 | False | None | None | False | None | False | 26430.782 | 0 | | 3417248 | 120936 | None | knnlbgkdc11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) | Cum | 329.57 | 329.57 | 626.0 | False | None | None | False | None | False | 206310.82 | 0 | | 3417249 | 120936 | None | knnlbgkdc12 | Providing and constructing protective railing consisting of cast in-situ railing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height, placed approximately at 2 m centre to centre in M-20 (28 days cube compressive strength not less than 20 N / sq mm) grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia.main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia. stirrups and fixing 3 rows of 40 mm dia. GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint includingcost of all materials, machinery, labour, formwork, supports, fabricating and placing reinforcement bars, batching, mixing, placing in position, compacting, finishing, curing and all other ancillary operations complete.(SR Item No.4.12, Page 61 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24-Common SOR) | m | 2098.87 | 2098.87 | 27.9 | False | None | None | False | None | False | 58558.473 | 0 | | 3417250 | 120936 | None | knnlbgkdc13 | Providing and laying 100 mm thick in-situ M-20 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for canal lining deploying batching plant, transit mixer and vibratory cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, forming contraction joints, fixing PVC joint sealing strips, finishing, curing, shifting of paver from one side to other side of canal with all other ancillary operations complete.(SR Item No.3.24.2, Page 51 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24-Common SOR) | Sqm | 1096.51 | 1096.51 | 6.0 | False | None | None | False | None | False | 6579.06 | 0 | | 3417251 | 120936 | None | knnlbgkdc14 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (SR Item No.4.12, Page 61 of WRD,MI & KPCL Vol-4 of Uniform Common SR 2023-24-Common SOR) | Sqm | 110.27 | 110.27 | 323.2 | False | None | None | False | None | False | 35639.264 | 0 | | 3417252 | 120936 | None | knnlbgkdc15 | Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming and all other ancillary operations complete.(SR Item No 4.14 page 34 of of WRD, MI & KPCL Vol-4 of Uniform Common SR 2023-24-Common SOR) | Sqm | 2734.47 | 2734.47 | 2.6 | False | None | None | False | None | False | 7109.622 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section -1 Construction of Lift Scheme (Civil Works)- Construction of Railway Crossing | 57702000.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3417253 | 120937 | None | knnlbgkrc1 | Construction and Pushing of RCC Box of size 3.5 mtrs x 3.5 mtrs (outer) of wall thickness 400 mm to a length of 60.00 mtrs including making of Thrust Bed, Casting Bed, Casting of RCC box including shuttering, Supply & Fabrication of TMT and Structural Steel, Excavation required for Thrust Bed and Casting Bed and Pushing of RCC boxes including men and machinery etc and Disposal of Excavated Soil from the Box to a distance of 1 KM. | m | 961700.0 | 961700.0 | 60.0 | False | None | None | False | None | False | 57702000.0 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section 2- Part A- Detailed Engineering | 26052880.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3417254 | 120938 | None | DE1 | Add for Detailed Topographical and Block levels of Rising main geotechnical Investigation, surge analysis and design of surge protection works and structures along rising main, Delivery chamber and other miscellaneous works 1 percent of total cost | Job | 26052880.4 | 26052880.4 | 1.0 | False | None | None | False | None | False | 26052880.4 | 0 |
| | 1719662225000 | 0 | None | None | Lift Irrigation Scheme | Section 2- Part B- Operation and Maintenance | 8499842.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3417255 | 120939 | None | OM1 | Operation & Maintenance Charges for the Scheme for 5 years | Job | 1699968.5 | 1699968.5 | 5.0 | False | None | None | False | None | False | 8499842.5 | 0 |
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