| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1721476479000 | 1 | None | None | Other Works | SCP WORKS-Development of ambedkar colony at poura karmik residence 2) Development of Ambedkar Circle 3)Construction Of RCC Drain from Kuppanna Bajantri home to Govt hospital at Gouler gudi in WN-8 in Ilkal city | 12494361.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3568252 | 129450 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (Item no:2.19, page no:12, PWD SR vol3 2023-24) | Cum | 579.89 | 579.89 | 12.7224 | False | None | None | False | None | False | 7377.592536 | 0 | | 3568253 | 129450 | None | code02 | 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.By Mechanical means Cement Concrete Grade M-15 & M-20 (Item no:2.8A, page no:10, PWD SR vol3 2023-24) | Cum | 740.57 | 740.57 | 8.4 | False | None | None | False | None | False | 6220.788 | 0 | | 3568254 | 129450 | None | code03 | 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 (Item no:1.14.1 ,page no:8 , PWD SR vol1 2023-24) | Cum | 105.06 | 105.06 | 1367.842 | False | None | None | False | None | False | 143705.48052 | 0 | | 3568255 | 129450 | None | code04 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m(Item no:1.17.1 ,page no:10 , PWD SR vol1 2023-24) | Cum | 269.86 | 269.86 | 532.5 | False | None | None | False | None | False | 143700.45 | 0 | | 3568256 | 129450 | None | code05 | 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 upto 1.5 m depth (Item no:1.15.1, page no:8 , PWD SR vol1 2023-24) | Cum | 373.89 | 373.89 | 23.67 | False | None | None | False | None | False | 8849.9763 | 0 | | 3568257 | 129450 | None | code06 | Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia (Item no:9.16.3 ,page no:106 , PWD SR vol5 2023-24) | Rmtr | 485.13 | 485.13 | 420.0 | False | None | None | False | None | False | 203754.6 | 0 | | 3568258 | 129450 | None | code07 | 10.2 Pr oviding UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amend ments ended with integral sockets with ISI mark andconveying to worksite, rolling and lowering into trenches, laying true toline and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipeswherever necessary including jointing of UPVC pipes (with cost ofelastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasingthe pipes alround to a depth of not less than 15 cms. with soft gravelor selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc.complete for:Pipes of SN4, 110 mm dia..(Item no:10.2.2 ,page no:113 , PWD SR vol5 2023-24) | Rmtr | 296.64 | 296.64 | 150.0 | False | None | None | False | None | False | 44496.0 | 0 | | 3568259 | 129450 | None | code08 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , and 1.0 M depth & SFRC cover & frame1 (Item no:16.15.1 ,page no:192, PWD SR vol5 2023-24) | Each | 29918.41 | 29918.41 | 8.0 | False | None | None | False | None | False | 239347.28 | 0 | | 3568260 | 129450 | None | code09 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , and 1.2 M depth & SFRC cover & frame1 (Item no:16.15.3 ,page no:192, PWD SR vol5 2023-24) | Each | 32311.1 | 32311.1 | 5.0 | False | None | None | False | None | False | 161555.5 | 0 | | 3568261 | 129450 | None | code10 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , and 1.5M depth & SFRC cover & frame (Item no:16.15.6 ,page no:192, PWD SR vol5 2023-24) | Each | 39532.43 | 39532.43 | 4.0 | False | None | None | False | None | False | 158129.72 | 0 | | 3568262 | 129450 | None | code11 | Providing and constructing "WIRE CUT BRICK MACHINEHOL CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. & 2.0 M depth includ. SFRC F&C (Item no:16.15.11 ,page no:192, PWD SR vol5 2023-24) | Each | 62607.52 | 62607.52 | 4.0 | False | None | None | False | None | False | 250430.08 | 0 | | 3568263 | 129450 | None | code12 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. (Item no:16.10 ,page no:191, PWD SR vol5 2023-24) | Each | 4363.08 | 4363.08 | 50.0 | False | None | None | False | None | False | 218154.0 | 0 | | 3568264 | 129450 | None | code13 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete. Heavy Duty (Item no:16.23.2 ,page no:7 , PWD SR vol5 2023-24) | Set | 2640.92 | 2640.92 | 50.0 | False | None | None | False | None | False | 132046.0 | 0 | | 3568265 | 129450 | None | code14 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm 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 (Item no:1.10 ,page no:7 , PWD SR vol1 2023-24) | Cum | 164.8 | 164.8 | 581.2101 | False | None | None | False | None | False | 95783.42448 | 0 | | 3568266 | 129450 | None | code15 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water fortesting) etc. complete.HDPE Grade PE100-PN10.0,75mm dia (Item no:9.12.2 ,page no: 103 , PWD SR vol5 2023-24) | Rmtr | 293.55 | 293.55 | 50.0 | False | None | None | False | None | False | 14677.5 | 0 | | 3568267 | 129450 | None | code16 | KSRB 2.8 : Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS 2.10.2(Item no:1.23 ,page no:11 , PWD SR Vol-1, 2023-24) | Sqm | 2762.46 | 2762.46 | 88.644 | False | None | None | False | None | False | 244875.50424 | 0 | | 3568268 | 129450 | None | code17 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.Deduct 5% per m if rollers are not used and tamping is done manually (Item no:1.8 page no:7 PWD SR Vol-1, 2023-24) | Cum | 463.8 | 463.8 | 420.3106 | False | None | None | False | None | False | 194940.05628 | 0 | | 3568269 | 129450 | None | code18 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite /trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Item No:2.1.3 , page no 15, PWD SR Vol1 2023-24) | Cum | 6168.67 | 6168.67 | 76.256 | False | None | None | False | None | False | 470398.09952 | 0 | | 3568270 | 129450 | None | code19 | 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 (Item no:2.4.2 ,page no:16, PWD SR vol1 2023-24) | Cum | 8792.13 | 8792.13 | 324.43 | False | None | None | False | None | False | 2852430.7359 | 0 | | 3568271 | 129450 | None | code20 | 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.(Item no:2.11a ,page no:18, PWD SR vol1 2023-24) | Tonne | 92140.71 | 92140.71 | 17.6 | False | None | None | False | None | False | 1621676.496 | 0 | | 3568272 | 129450 | None | code21 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (Item no:1.12 , page no:8 , PWD SR vol1 2023-24) | Cum | 97.85 | 97.85 | 269.55 | False | None | None | False | None | False | 26375.4675 | 0 | | 3568273 | 129450 | None | code22 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work(Item no:3.1 ,page no:17, PWD SR vol3 2023-24) | Cum | 87.55 | 87.55 | 1499.95 | False | None | None | False | None | False | 131320.6225 | 0 | | 3568274 | 129450 | None | code23 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. (Item no:3.6 ,page no:17, PWD SR vol3 2023-24) | Cum | 507.79 | 507.79 | 337.05 | False | None | None | False | None | False | 171150.6195 | 0 | | 3568275 | 129450 | None | code24 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determin ed during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.(Item no:6.1 ,page no:49 , PWD SR vol3 2023-24) | Cum | 5067.6 | 5067.6 | 120.5 | False | None | None | False | None | False | 610645.8 | 0 | | 3568276 | 129450 | None | code25 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (Item no:16.28 ,page no:149 , PWD SR vol3 2023-24) | Cum | 6956.62 | 6956.62 | 180.75 | False | None | None | False | None | False | 1257409.065 | 0 | | 3568277 | 129450 | None | code26 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (Item no:6.8.2 ,page no:51 , PWD SR vol3 2023-24) | Sqm | 1195.83 | 1195.83 | 592.0 | False | None | None | False | None | False | 707931.36 | 0 | | 3568278 | 129450 | None | code27 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Item no:2.4.1 ,page no:16 , PWD SR vol1 2023-24) | Cum | 6596.12 | 6596.12 | 3.885 | False | None | None | False | None | False | 25625.9262 | 0 | | 3568279 | 129450 | None | code28 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item no:2.2.3, page no:15, PWD SR vol1 2023-24) | Cum | 6721.86 | 6721.86 | 2.045 | False | None | None | False | None | False | 13746.2037 | 0 | | 3568280 | 129450 | None | code29 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item no:2.5.2, page no:16, PWD SR vol1 2023-24) | Cum | 11982.09 | 11982.09 | 2.5935 | False | None | None | False | None | False | 31075.550415 | 0 | | 3568281 | 129450 | None | code30 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item no:2.5.2, page no:16, PWD SR vol1 2023-24) | Cum | 10572.43 | 10572.43 | 5.1228 | False | None | None | False | None | False | 54160.444404 | 0 | | 3568282 | 129450 | None | code31 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary 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. (Item no:8.3.2 ,page no:41, PWD SR vol2 2023-24) | Sqm | 342.99 | 342.99 | 46.202 | False | None | None | False | None | False | 15846.82398 | 0 | | 3568283 | 129450 | None | code32 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up,
including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2(Item no:10.1.2, page no:69, PWD SR vol2 2023-24) | Sqm | 4055.11 | 4055.11 | 8.25 | False | None | None | False | None | False | 33454.6575 | 0 | | 3568284 | 129450 | None | code33 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. (Item no:8.33.1 ,page no:46, PWD SR vol2 20223-24) | Sqm | 162.74 | 162.74 | 46.202 | False | None | None | False | None | False | 7518.91348 | 0 | | 3568285 | 129450 | None | code34 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge..(Item no11.28 ,page no 85,PWD SR Vol2 2023-24) | Kg | 581.95 | 581.95 | 592.336 | False | None | None | False | None | False | 344709.9352 | 0 | | 3568286 | 129450 | None | code35 | 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.(Item no11.26.1 ,page no 84,PWD SR Vol2 2023-24) | Kg | 142.14 | 142.14 | 666.48 | False | None | None | False | None | False | 94733.4672 | 0 | | 3568287 | 129450 | None | code36 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over
30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)(Item no:6.8.1, page no:51, PWD SR vol3 2023-24) | Sqm | 1100.04 | 1100.04 | 28.278 | False | None | None | False | None | False | 31106.93112 | 0 | | 3568288 | 129450 | None | code37 | Making, Providing and installation of full size statue of Dr. Babasaheb Ambedkar with Bronze (Gun Metal). Weight arround 560 Kg, Colour Brown Oxidized, including cost of all taxes, trnsportation, installation and painting with statue paint complete as per instruction of Engineer incharge | No | 1725000.0 | 1725000.0 | 1.0 | False | None | None | False | None | False | 1725000.0 | 0 |
| | 1721476479000 | 1 | None | None | Other Works | TSP WORKS-Construction Of Remaining First Floor And Second Floor Extension of Shri Maharshi Valmiki Bhavan.2) Construction Of CC Road From Hanumantappa Gotagi Home To Pundappa Basarigidad Home At Alampurpete In Ward 3) Construction Of CC Road From Hanumantappa Gotagi Home To Ashfaq Gadad Home At Alampur Pete In Ward No.22 | 7206579.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3568289 | 129451 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (Item no:2.19 , page no:12 , PWD SR vol1 2023-24) | Cum | 579.89 | 579.89 | 616.875 | False | None | None | False | None | False | 357719.64375 | 0 | | 3568290 | 129451 | None | code02 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not excee ding 300mm as per drawing and technical specifications, including setting out, sho ring, strutting, barricading, caution lights, removal of stumps and other deleterious mat ter including dressing of excavated surfaces, disposing off or levelling the excav ated 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 appurtena nces requi red to complete the work. In all kinds of soils upto 300 mm depth (Item no:1.12 , page no:8 , PWD SR vol1 2023-24) | Cum | 97.85 | 97.85 | 370.125 | False | None | None | False | None | False | 36216.73125 | 0 | | 3568291 | 129451 | None | code03 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work(Item no:3.1,page no:17 , PWD SR vol3 2023-24) | Cum | 108.15 | 108.15 | 987.0 | False | None | None | False | None | False | 106744.05 | 0 | | 3568292 | 129451 | None | code04 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. (Item no:3.6 ,page no:17, PWD SR vol3 2023-24) | Cum | 507.79 | 507.79 | 417.9 | False | None | None | False | None | False | 212205.441 | 0 | | 3568293 | 129451 | None | code05 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.(Item no:6.1 ,page no:49 , PWD SR vol3 2023-24) | Cum | 5067.6 | 5067.6 | 304.125 | False | None | None | False | None | False | 1541183.85 | 0 | | 3568294 | 129451 | None | code06 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (Item no:16.28 ,page no:149 , PWD SR vol3 2023-24) | Cum | 6956.62 | 6956.62 | 370.125 | False | None | None | False | None | False | 2574818.9775 | 0 | | 3568295 | 129451 | None | code07 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.Upto 0.30m depth.(Item no:16.28.1 ,page no:198, PWD SR vol5 2023-24) | Each | 8414.07 | 8414.07 | 23.0 | False | None | None | False | None | False | 193523.61 | 0 | | 3568296 | 129451 | None | code08 | For Repair of Utilities | Each | 30000.0 | 30000.0 | 2.0 | False | None | None | False | None | False | 60000.0 | 0 | | 3568297 | 129451 | None | code09 | 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(Pg. No-16, I.No-2.4.2 vol 1 PWD SR 2023-24) | Cum | 11071.57 | 11071.57 | 2.2356 | False | None | None | False | None | False | 24751.601892 | 0 | | 3568298 | 129451 | None | code10 | 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(Pg. No-16, I.No-2.4.2 vol 1 PWD SR 2023-24) | Cum | 9769.03 | 9769.03 | 24.2311 | False | None | None | False | None | False | 236714.342833 | 0 | | 3568299 | 129451 | None | code11 | 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. Building (Item no:2.11a ,page no:18, PWD SR vol1 2023-24) | Tonne | 92140.71 | 92140.71 | 2.6466 | False | None | None | False | None | False | 243859.603086 | 0 | | 3568300 | 129451 | None | code12 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Pg. No-13, I.No-6.2 vol 2 PWD SR 2023-24) | Cum | 8217.34 | 8217.34 | 49.155 | False | None | None | False | None | False | 403923.3477 | 0 | | 3568301 | 129451 | None | code13 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications.(Item no:12.12 ,page no:99, PWD SR vol2 2023-24) | Cum | 127928.06 | 127928.06 | 0.6908 | False | None | None | False | None | False | 88372.703848 | 0 | | 3568302 | 129451 | None | code14 | Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) (Item no:12.15 ,page no:100, PWD SR vol2 2023-24) | Sqm | 7667.32 | 7667.32 | 10.08 | False | None | None | False | None | False | 77286.5856 | 0 | | 3568303 | 129451 | None | code15 | PrProviding and fixing in position Mathi/Nandi wood half panelled shutters at bottom and half glazed at top for window shutters with stiles and rails of 30mm. thick, 75mm wide in two halves with panels of 20mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) (Pg. No-102, I.No-12.41 vol 2 2023-24) | Sqm | 6147.04 | 6147.04 | 16.38 | False | None | None | False | None | False | 100688.5152 | 0 | | 3568304 | 129451 | None | code16 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary 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. (Item no:8.3.2 ,page no:41, PWD SR vol2 2023-24) | Sqm | 342.99 | 342.99 | 553.0523 | False | None | None | False | None | False | 189691.408377 | 0 | | 3568305 | 129451 | None | code17 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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. (Item no:8.1.2 ,page no:41, PWD SR vol2 2023-24) | Sqm | 248.23 | 248.23 | 314.7644 | False | None | None | False | None | False | 78133.967012 | 0 | | 3568306 | 129451 | None | code18 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (Item no:8.51 ,page no:50, PWD SR vol2 2023-24) | Sqm | 103.0 | 103.0 | 314.7644 | False | None | None | False | None | False | 32420.7332 | 0 | | 3568307 | 129451 | None | code19 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. (Item no:8.33.1 ,page no:46, PWD SR vol2 20223-24) | Sqm | 162.74 | 162.74 | 867.8168 | False | None | None | False | None | False | 141228.506032 | 0 | | 3568308 | 129451 | None | code20 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. (Pg. No-63, I.No-9.24 vol 2 PWD SR 2023-24) | Sqm | 2937.56 | 2937.56 | 113.1852 | False | None | None | False | None | False | 332488.316112 | 0 | | 3568309 | 129451 | None | code21 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry
@ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600mm (Pg. No-61, I.No-9.17.2 vol 2 PWD SR 2023-24) | Sqm | 1210.25 | 1210.25 | 13.37 | False | None | None | False | None | False | 16181.0425 | 0 | | 3568310 | 129451 | None | code22 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. (Pg. No-59, I.No-9.2 vol 2 PWD SR 2023-24) | Sqm | 824.0 | 824.0 | 42.0676 | False | None | None | False | None | False | 34663.7024 | 0 | | 3568311 | 129451 | None | code23 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (Item no:11.34A, page no:86, PWD SOR vol2 2023-24) | Kg | 173.04 | 173.04 | 347.9903 | False | None | None | False | None | False | 60216.241512 | 0 | | 3568312 | 129451 | None | code24 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.(Item no:13.34 ,page no:123, PWD SR vol2 2023-24) | Ltr | 9.27 | 9.27 | 1000.0 | False | None | None | False | None | False | 9270.0 | 0 | | 3568313 | 129451 | None | code25 | 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. for: PVC pipes 25mm dia, 10 kg/sqcm & class 5 (Item no:10.1.1, page no:113, PWD SOR vol5 2023-24) | Rmtr | 49.44 | 49.44 | 30.0 | False | None | None | False | None | False | 1483.2 | 0 | | 3568314 | 129451 | None | code26 | Providing and fixing 100 mm sand cast Iron grating for gully trap. (Item no:14.29, page no:136, PWD SOR vol2 2023-24) | Each | 48.41 | 48.41 | 1.0 | False | None | None | False | None | False | 48.41 | 0 | | 3568315 | 129451 | None | code27 | Providing and fixing brass stop cock of approved quality :20 mm nominal bore. (Item no:13.3.2, page no:117, PWD SOR vol2 2023-24) | No | 314.15 | 314.15 | 1.0 | False | None | None | False | None | False | 314.15 | 0 | | 3568316 | 129451 | None | code28 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore Horizontal (Item no:13.6.1.1 , page no:117, PWD SOR vol2 2023-24) | Nos | 638.6 | 638.6 | 2.0 | False | None | None | False | None | False | 1277.2 | 0 | | 3568317 | 129451 | None | code29 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :20 mm nominal bore (Item no:13.5.2 ,page no:117, PWD SOR vol2 2023-24) | Nos | 323.42 | 323.42 | 2.0 | False | None | None | False | None | False | 646.84 | 0 | | 3568318 | 129451 | None | code30 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover... (Item no:16.10, page no:191 PWD SOR vol5 2023-24) | Each | 4363.08 | 4363.08 | 1.0 | False | None | None | False | None | False | 4363.08 | 0 | | 3568319 | 129451 | None | code31 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in brick / stone / CC Wall. 8 Way (2023-24 Electrical SR P.No. 08, I.No 3.4.5) | Each | 268.83 | 268.83 | 6.0 | False | None | None | False | None | False | 1612.98 | 0 | | 3568320 | 129451 | None | code32 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module(2023-24 Electrical SR P.No.08, I.No 3.5.5) | Each | 292.52 | 292.52 | 6.0 | False | None | None | False | None | False | 1755.12 | 0 | | 3568321 | 129451 | None | code33 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch(2023-24 Electrical SR, P.No.09, I.No 3.6.1) | Each | 105.06 | 105.06 | 40.0 | False | None | None | False | None | False | 4202.4 | 0 | | 3568322 | 129451 | None | code34 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket(2023-24 Electrical SR, P.No.09, I.No 3.6.3) | Each | 176.13 | 176.13 | 6.0 | False | None | None | False | None | False | 1056.78 | 0 | | 3568323 | 129451 | None | code35 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch(2023-24 Electrical, SR P.No.09, I.No 3.6.9) | Each | 335.78 | 335.78 | 4.0 | False | None | None | False | None | False | 1343.12 | 0 | | 3568324 | 129451 | None | code36 | Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20mm dia(2023-24 Electrical SR P.No.02, I.No 1.1.1) | Rmtr | 71.07 | 71.07 | 100.0 | False | None | None | False | None | False | 7107.0 | 0 | | 3568325 | 129451 | None | code37 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm(2023-24 Electrical SR P.No.05, I.No 2.3.3) | Rmtr | 43.26 | 43.26 | 150.0 | False | None | None | False | None | False | 6489.0 | 0 | | 3568326 | 129451 | None | code38 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. 8Way TP &N(2023-24 Electrical SR P.No. 18, Vol-6 I.No 5.19.13) | Each | 6273.73 | 6273.73 | 1.0 | False | None | None | False | None | False | 6273.73 | 0 | | 3568327 | 129451 | None | code39 | upplying & fixing of retrofit type LED bulb..W with OPAL acrylic diffuser comprising of LED source with CCT6500 degree K CRI 70. efficacy 80 lumen per watt, life25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79.The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/ CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 18W, 6500K(2023-24 Electrical SR, P.No.47, I.No 11.11.7) | Each | 438.78 | 438.78 | 10.0 | False | None | None | False | None | False | 4387.8 | 0 | | 3568328 | 129451 | None | code40 | Wiring for lighting/power circuit using one of PVC insulated 1100V grade, standard alluminium wire with single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 10sqmm (2023-24 Electrical SR, P.No.05, I.No 2.3.3) | Rmtr | 43.26 | 43.26 | 100.0 | False | None | None | False | None | False | 4326.0 | 0 | | 3568329 | 129451 | None | code41 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.12" Sweep (300 mm). (Item no:6.2.1, page no:30, PWD Ele. SOR vol6 2023-24) | Each | 3058.07 | 3058.07 | 1.0 | False | None | None | False | None | False | 3058.07 | 0 | | 3568330 | 129451 | None | code42 | 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. for:PVC pipes 75mm dia., 6 kg/sqcm & class 3 (Item no:10.1.5, page no:113, PWD SOR vol5 2023-24) | Rmtr | 226.6 | 226.6 | 20.0 | False | None | None | False | None | False | 4532.0 | 0 |
| | 1721476479000 | 1 | None | None | Other Works | General Works- Construction Of Ugd Line From Raghavendra Rodda Home To Madarsaab Maski Home And Other Gouler Gudi Places In Gouler Gudi, Prakash Bar To Pattar Sir Home Places In Ward No. 26., Maruti Nagar And Kanak Nagar Inside Roads In Ward No. 21. Ayurvedic Hospital In Ward No. 30. | 6475834.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3568331 | 129452 | None | code01 | 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 (Item no:1.14.1 ,page no:8 , PWD SR vol1 2023-24) | Cum | 105.06 | 105.06 | 690.5825 | False | None | None | False | None | False | 72552.59745 | 0 | | 3568332 | 129452 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m(Item no:1.17.1 ,page no:10 , PWD SR vol1 2023-24) | Cum | 269.86 | 269.86 | 2090.5497 | False | None | None | False | None | False | 564155.742042 | 0 | | 3568333 | 129452 | None | code03 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.Deduct 5% per m if rollers are not used and tamping is done manually (Item no:1.8 ,page no:7 , PWD SR Vol-1, 2023-24) | Cum | 463.8 | 463.8 | 45.708 | False | None | None | False | None | False | 21199.3704 | 0 | | 3568334 | 129452 | None | code04 | Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia (Item no:9.16.3 ,page no:106 , PWD SR vol5 2023-24) | Rmtr | 485.13 | 485.13 | 2327.0 | False | None | None | False | None | False | 1128897.51 | 0 | | 3568335 | 129452 | None | code05 | 10.2 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark andconveying to worksite, rolling and lowering into trenches,laying true toline and level and perfect linking at joints, testing and commi ssioning, including loading and unloading at both destinations and cuts of pipeswherever nece ssary including jointing of UPVC pipes (with cost ofelastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasingthe pipes alround to a depth of not less than 15 cms. with soft gravelor selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc.complete for:Pipes of SN4, 110mm dia(Item no:10.2.2 ,page no:113 , PWD SR vol5 2023-24) | Rmtr | 296.64 | 296.64 | 544.5 | False | None | None | False | None | False | 161520.48 | 0 | | 3568336 | 129452 | None | code06 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.1.0M depth & SFRC cover & frame1 (Item no:16.15.6 ,page no:192, PWD SR vol5 2023-24) | Each | 29918.41 | 29918.41 | 50.0 | False | None | None | False | None | False | 1495920.5 | 0 | | 3568337 | 129452 | None | code07 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2 M depth & SFRC cover & frame1 (Item no:16.15.6 ,page no:192, PWD SR vol5 2023-24) | Each | 32311.1 | 32311.1 | 19.0 | False | None | None | False | None | False | 613910.9 | 0 | | 3568338 | 129452 | None | code08 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 1.5M depth & SFRC cover & frame1 (Item no:16.15.6 ,page no:192, PWD SR vol5 2023-24) | Each | 39532.43 | 39532.43 | 15.0 | False | None | None | False | None | False | 592986.45 | 0 | | 3568339 | 129452 | None | code09 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.1.8 M depth & SFRC cover & frame1 (Item no:16.15.9 ,page no:192, PWD SR vol5 2023-24) | Each | 46234.64 | 46234.64 | 2.0 | False | None | None | False | None | False | 92469.28 | 0 | | 3568340 | 129452 | None | code10 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. & 2.0 M depth & SFRC cover & frame1 (Item no:16.15.9 ,page no:192, PWD SR vol5 2023-24) | Each | 62607.52 | 62607.52 | 3.0 | False | None | None | False | None | False | 187822.56 | 0 | | 3568341 | 129452 | None | code11 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. (Item no:16.10 ,page no:191, PWD SR vol5 2023-24) | Each | 4363.08 | 4363.08 | 189.0 | False | None | None | False | None | False | 824622.12 | 0 | | 3568342 | 129452 | None | code12 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances complete. Heavy Duty(Item no:16.23.2, page no:7 , PWD SR vol5 2023-24) | Each | 1971.42 | 1971.42 | 119.0 | False | None | None | False | None | False | 234598.98 | 0 | | 3568343 | 129452 | None | code13 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances complete. Heavy Duty(Item no:16.23.2, page no:7 , PWD SR vol5 2023-24) | Each | 2640.92 | 2640.92 | 70.0 | False | None | None | False | None | False | 184864.4 | 0 | | 3568344 | 129452 | None | code14 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm 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 (Item no:1.10 ,page no:7 , PWD SR vol1 2023-24) | Set | 164.8 | 164.8 | 1822.289 | False | None | None | False | None | False | 300313.2272 | 0 |
| | 1721478059000 | 0 | None | None | Other Works | ILKAL NAGAROTHANA PHSE-4 | 26176774.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3568928 | 129480 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (Item no:2.19 , page no:12 , PWD SR vol1 2023-24) | Cum | 579.89 | 579.89 | 616.875 | False | None | None | False | None | False | 357719.64375 | 0 | | 3568891 | 129480 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (Item no:2.19, page no:12, PWD SR vol3 2023-24) | Cum | 579.89 | 579.89 | 12.7224 | False | None | None | False | None | False | 7377.592536 | 0 | | 3568970 | 129480 | None | code01 | 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 (Item no:1.14.1 ,page no:8 , PWD SR vol1 2023-24) | Cum | 105.06 | 105.06 | 690.5825 | False | None | None | False | None | False | 72552.59745 | 0 | | 3568892 | 129480 | None | code02 | 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.By Mechanical means Cement Concrete Grade M-15 & M-20 (Item no:2.8A, page no:10, PWD SR vol3 2023-24) | Cum | 740.57 | 740.57 | 8.4 | False | None | None | False | None | False | 6220.788 | 0 | | 3568929 | 129480 | None | code02 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not excee ding 300mm as per drawing and technical specifications, including setting out, sho ring, strutting, barricading, caution lights, removal of stumps and other deleterious mat ter including dressing of excavated surfaces, disposing off or levelling the excav ated 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 appurtena nces requi red to complete the work. In all kinds of soils upto 300 mm depth (Item no:1.12 , page no:8 , PWD SR vol1 2023-24) | Cum | 97.85 | 97.85 | 370.125 | False | None | None | False | None | False | 36216.73125 | 0 | | 3568971 | 129480 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m(Item no:1.17.1 ,page no:10 , PWD SR vol1 2023-24) | Cum | 269.86 | 269.86 | 2090.5497 | False | None | None | False | None | False | 564155.742042 | 0 | | 3568893 | 129480 | None | code03 | 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 (Item no:1.14.1 ,page no:8 , PWD SR vol1 2023-24) | Cum | 105.06 | 105.06 | 1367.842 | False | None | None | False | None | False | 143705.48052 | 0 | | 3568930 | 129480 | None | code03 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work(Item no:3.1,page no:17 , PWD SR vol3 2023-24) | Cum | 108.15 | 108.15 | 987.0 | False | None | None | False | None | False | 106744.05 | 0 | | 3568972 | 129480 | None | code03 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.Deduct 5% per m if rollers are not used and tamping is done manually (Item no:1.8 ,page no:7 , PWD SR Vol-1, 2023-24) | Cum | 463.8 | 463.8 | 45.708 | False | None | None | False | None | False | 21199.3704 | 0 | | 3568894 | 129480 | None | code04 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m(Item no:1.17.1 ,page no:10 , PWD SR vol1 2023-24) | Cum | 269.86 | 269.86 | 532.5 | False | None | None | False | None | False | 143700.45 | 0 | | 3568931 | 129480 | None | code04 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. (Item no:3.6 ,page no:17, PWD SR vol3 2023-24) | Cum | 507.79 | 507.79 | 417.9 | False | None | None | False | None | False | 212205.441 | 0 | | 3568973 | 129480 | None | code04 | Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia (Item no:9.16.3 ,page no:106 , PWD SR vol5 2023-24) | Rmtr | 485.13 | 485.13 | 2327.0 | False | None | None | False | None | False | 1128897.51 | 0 | | 3568974 | 129480 | None | code05 | 10.2 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark andconveying to worksite, rolling and lowering into trenches,laying true toline and level and perfect linking at joints, testing and commi ssioning, including loading and unloading at both destinations and cuts of pipeswherever nece ssary including jointing of UPVC pipes (with cost ofelastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasingthe pipes alround to a depth of not less than 15 cms. with soft gravelor selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc.complete for:Pipes of SN4, 110mm dia(Item no:10.2.2 ,page no:113 , PWD SR vol5 2023-24) | Rmtr | 296.64 | 296.64 | 544.5 | False | None | None | False | None | False | 161520.48 | 0 | | 3568932 | 129480 | None | code05 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.(Item no:6.1 ,page no:49 , PWD SR vol3 2023-24) | Cum | 5067.6 | 5067.6 | 304.125 | False | None | None | False | None | False | 1541183.85 | 0 | | 3568895 | 129480 | None | code05 | 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 upto 1.5 m depth (Item no:1.15.1, page no:8 , PWD SR vol1 2023-24) | Cum | 373.89 | 373.89 | 23.67 | False | None | None | False | None | False | 8849.9763 | 0 | | 3568896 | 129480 | None | code06 | Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia (Item no:9.16.3 ,page no:106 , PWD SR vol5 2023-24) | Rmtr | 485.13 | 485.13 | 420.0 | False | None | None | False | None | False | 203754.6 | 0 | | 3568933 | 129480 | None | code06 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (Item no:16.28 ,page no:149 , PWD SR vol3 2023-24) | Cum | 6956.62 | 6956.62 | 370.125 | False | None | None | False | None | False | 2574818.9775 | 0 | | 3568975 | 129480 | None | code06 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.1.0M depth & SFRC cover & frame1 (Item no:16.15.6 ,page no:192, PWD SR vol5 2023-24) | Each | 29918.41 | 29918.41 | 50.0 | False | None | None | False | None | False | 1495920.5 | 0 | | 3568897 | 129480 | None | code07 | 10.2 Pr oviding UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amend ments ended with integral sockets with ISI mark andconveying to worksite, rolling and lowering into trenches, laying true toline and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipeswherever necessary including jointing of UPVC pipes (with cost ofelastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasingthe pipes alround to a depth of not less than 15 cms. with soft gravelor selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc.complete for:Pipes of SN4, 110 mm dia..(Item no:10.2.2 ,page no:113 , PWD SR vol5 2023-24) | Rmtr | 296.64 | 296.64 | 150.0 | False | None | None | False | None | False | 44496.0 | 0 | | 3568934 | 129480 | None | code07 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.Upto 0.30m depth.(Item no:16.28.1 ,page no:198, PWD SR vol5 2023-24) | Each | 8414.07 | 8414.07 | 23.0 | False | None | None | False | None | False | 193523.61 | 0 | | 3568976 | 129480 | None | code07 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2 M depth & SFRC cover & frame1 (Item no:16.15.6 ,page no:192, PWD SR vol5 2023-24) | Each | 32311.1 | 32311.1 | 19.0 | False | None | None | False | None | False | 613910.9 | 0 | | 3568898 | 129480 | None | code08 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , and 1.0 M depth & SFRC cover & frame1 (Item no:16.15.1 ,page no:192, PWD SR vol5 2023-24) | Each | 29918.41 | 29918.41 | 8.0 | False | None | None | False | None | False | 239347.28 | 0 | | 3568935 | 129480 | None | code08 | For Repair of Utilities | Each | 30000.0 | 30000.0 | 2.0 | False | None | None | False | None | False | 60000.0 | 0 | | 3568977 | 129480 | None | code08 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 1.5M depth & SFRC cover & frame1 (Item no:16.15.6 ,page no:192, PWD SR vol5 2023-24) | Each | 39532.43 | 39532.43 | 15.0 | False | None | None | False | None | False | 592986.45 | 0 | | 3568899 | 129480 | None | code09 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , and 1.2 M depth & SFRC cover & frame1 (Item no:16.15.3 ,page no:192, PWD SR vol5 2023-24) | Each | 32311.1 | 32311.1 | 5.0 | False | None | None | False | None | False | 161555.5 | 0 | | 3568978 | 129480 | None | code09 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.1.8 M depth & SFRC cover & frame1 (Item no:16.15.9 ,page no:192, PWD SR vol5 2023-24) | Each | 46234.64 | 46234.64 | 2.0 | False | None | None | False | None | False | 92469.28 | 0 | | 3568936 | 129480 | None | code09 | 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(Pg. No-16, I.No-2.4.2 vol 1 PWD SR 2023-24) | Cum | 11071.57 | 11071.57 | 2.2356 | False | None | None | False | None | False | 24751.601892 | 0 | | 3568900 | 129480 | None | code10 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , and 1.5M depth & SFRC cover & frame (Item no:16.15.6 ,page no:192, PWD SR vol5 2023-24) | Each | 39532.43 | 39532.43 | 4.0 | False | None | None | False | None | False | 158129.72 | 0 | | 3568937 | 129480 | None | code10 | 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(Pg. No-16, I.No-2.4.2 vol 1 PWD SR 2023-24) | Cum | 9769.03 | 9769.03 | 24.2311 | False | None | None | False | None | False | 236714.342833 | 0 | | 3568979 | 129480 | None | code10 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. & 2.0 M depth & SFRC cover & frame1 (Item no:16.15.9 ,page no:192, PWD SR vol5 2023-24) | Each | 62607.52 | 62607.52 | 3.0 | False | None | None | False | None | False | 187822.56 | 0 | | 3568901 | 129480 | None | code11 | Providing and constructing "WIRE CUT BRICK MACHINEHOL CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and or the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. & 2.0 M depth includ. SFRC F&C (Item no:16.15.11 ,page no:192, PWD SR vol5 2023-24) | Each | 62607.52 | 62607.52 | 4.0 | False | None | None | False | None | False | 250430.08 | 0 | | 3568938 | 129480 | None | code11 | 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. Building (Item no:2.11a ,page no:18, PWD SR vol1 2023-24) | Tonne | 92140.71 | 92140.71 | 2.6466 | False | None | None | False | None | False | 243859.603086 | 0 | | 3568980 | 129480 | None | code11 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. (Item no:16.10 ,page no:191, PWD SR vol5 2023-24) | Each | 4363.08 | 4363.08 | 189.0 | False | None | None | False | None | False | 824622.12 | 0 | | 3568902 | 129480 | None | code12 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. (Item no:16.10 ,page no:191, PWD SR vol5 2023-24) | Each | 4363.08 | 4363.08 | 50.0 | False | None | None | False | None | False | 218154.0 | 0 | | 3568939 | 129480 | None | code12 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Pg. No-13, I.No-6.2 vol 2 PWD SR 2023-24) | Cum | 8217.34 | 8217.34 | 49.155 | False | None | None | False | None | False | 403923.3477 | 0 | | 3568981 | 129480 | None | code12 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances complete. Heavy Duty(Item no:16.23.2, page no:7 , PWD SR vol5 2023-24) | Each | 1971.42 | 1971.42 | 119.0 | False | None | None | False | None | False | 234598.98 | 0 | | 3568903 | 129480 | None | code13 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete. Heavy Duty (Item no:16.23.2 ,page no:7 , PWD SR vol5 2023-24) | Set | 2640.92 | 2640.92 | 50.0 | False | None | None | False | None | False | 132046.0 | 0 | | 3568982 | 129480 | None | code13 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances complete. Heavy Duty(Item no:16.23.2, page no:7 , PWD SR vol5 2023-24) | Each | 2640.92 | 2640.92 | 70.0 | False | None | None | False | None | False | 184864.4 | 0 | | 3568940 | 129480 | None | code13 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications.(Item no:12.12 ,page no:99, PWD SR vol2 2023-24) | Cum | 127928.06 | 127928.06 | 0.6908 | False | None | None | False | None | False | 88372.703848 | 0 | | 3568904 | 129480 | None | code14 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm 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 (Item no:1.10 ,page no:7 , PWD SR vol1 2023-24) | Cum | 164.8 | 164.8 | 581.2101 | False | None | None | False | None | False | 95783.42448 | 0 | | 3568941 | 129480 | None | code14 | Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) (Item no:12.15 ,page no:100, PWD SR vol2 2023-24) | Sqm | 7667.32 | 7667.32 | 10.08 | False | None | None | False | None | False | 77286.5856 | 0 | | 3568983 | 129480 | None | code14 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm 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 (Item no:1.10 ,page no:7 , PWD SR vol1 2023-24) | Set | 164.8 | 164.8 | 1822.289 | False | None | None | False | None | False | 300313.2272 | 0 | | 3568905 | 129480 | None | code15 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water fortesting) etc. complete.HDPE Grade PE100-PN10.0,75mm dia (Item no:9.12.2 ,page no: 103 , PWD SR vol5 2023-24) | Rmtr | 293.55 | 293.55 | 50.0 | False | None | None | False | None | False | 14677.5 | 0 | | 3568942 | 129480 | None | code15 | PrProviding and fixing in position Mathi/Nandi wood half panelled shutters at bottom and half glazed at top for window shutters with stiles and rails of 30mm. thick, 75mm wide in two halves with panels of 20mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) (Pg. No-102, I.No-12.41 vol 2 2023-24) | Sqm | 6147.04 | 6147.04 | 16.38 | False | None | None | False | None | False | 100688.5152 | 0 | | 3568906 | 129480 | None | code16 | KSRB 2.8 : Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS 2.10.2(Item no:1.23 ,page no:11 , PWD SR Vol-1, 2023-24) | Sqm | 2762.46 | 2762.46 | 88.644 | False | None | None | False | None | False | 244875.50424 | 0 | | 3568943 | 129480 | None | code16 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary 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. (Item no:8.3.2 ,page no:41, PWD SR vol2 2023-24) | Sqm | 342.99 | 342.99 | 553.0523 | False | None | None | False | None | False | 189691.408377 | 0 | | 3568907 | 129480 | None | code17 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.Deduct 5% per m if rollers are not used and tamping is done manually (Item no:1.8 page no:7 PWD SR Vol-1, 2023-24) | Cum | 463.8 | 463.8 | 420.3106 | False | None | None | False | None | False | 194940.05628 | 0 | | 3568944 | 129480 | None | code17 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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. (Item no:8.1.2 ,page no:41, PWD SR vol2 2023-24) | Sqm | 248.23 | 248.23 | 314.7644 | False | None | None | False | None | False | 78133.967012 | 0 | | 3568908 | 129480 | None | code18 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite /trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Item No:2.1.3 , page no 15, PWD SR Vol1 2023-24) | Cum | 6168.67 | 6168.67 | 76.256 | False | None | None | False | None | False | 470398.09952 | 0 | | 3568945 | 129480 | None | code18 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (Item no:8.51 ,page no:50, PWD SR vol2 2023-24) | Sqm | 103.0 | 103.0 | 314.7644 | False | None | None | False | None | False | 32420.7332 | 0 | | 3568909 | 129480 | None | code19 | 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 (Item no:2.4.2 ,page no:16, PWD SR vol1 2023-24) | Cum | 8792.13 | 8792.13 | 324.43 | False | None | None | False | None | False | 2852430.7359 | 0 | | 3568946 | 129480 | None | code19 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. (Item no:8.33.1 ,page no:46, PWD SR vol2 20223-24) | Sqm | 162.74 | 162.74 | 867.8168 | False | None | None | False | None | False | 141228.506032 | 0 | | 3568910 | 129480 | None | code20 | 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.(Item no:2.11a ,page no:18, PWD SR vol1 2023-24) | Tonne | 92140.71 | 92140.71 | 17.6 | False | None | None | False | None | False | 1621676.496 | 0 | | 3568947 | 129480 | None | code20 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. (Pg. No-63, I.No-9.24 vol 2 PWD SR 2023-24) | Sqm | 2937.56 | 2937.56 | 113.1852 | False | None | None | False | None | False | 332488.316112 | 0 | | 3568911 | 129480 | None | code21 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (Item no:1.12 , page no:8 , PWD SR vol1 2023-24) | Cum | 97.85 | 97.85 | 269.55 | False | None | None | False | None | False | 26375.4675 | 0 | | 3568948 | 129480 | None | code21 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry
@ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600mm (Pg. No-61, I.No-9.17.2 vol 2 PWD SR 2023-24) | Sqm | 1210.25 | 1210.25 | 13.37 | False | None | None | False | None | False | 16181.0425 | 0 | | 3568912 | 129480 | None | code22 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work(Item no:3.1 ,page no:17, PWD SR vol3 2023-24) | Cum | 87.55 | 87.55 | 1499.95 | False | None | None | False | None | False | 131320.6225 | 0 | | 3568949 | 129480 | None | code22 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. (Pg. No-59, I.No-9.2 vol 2 PWD SR 2023-24) | Sqm | 824.0 | 824.0 | 42.0676 | False | None | None | False | None | False | 34663.7024 | 0 | | 3568913 | 129480 | None | code23 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. (Item no:3.6 ,page no:17, PWD SR vol3 2023-24) | Cum | 507.79 | 507.79 | 337.05 | False | None | None | False | None | False | 171150.6195 | 0 | | 3568950 | 129480 | None | code23 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (Item no:11.34A, page no:86, PWD SOR vol2 2023-24) | Kg | 173.04 | 173.04 | 347.9903 | False | None | None | False | None | False | 60216.241512 | 0 | | 3568914 | 129480 | None | code24 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determin ed during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.(Item no:6.1 ,page no:49 , PWD SR vol3 2023-24) | Cum | 5067.6 | 5067.6 | 120.5 | False | None | None | False | None | False | 610645.8 | 0 | | 3568951 | 129480 | None | code24 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.(Item no:13.34 ,page no:123, PWD SR vol2 2023-24) | Ltr | 9.27 | 9.27 | 1000.0 | False | None | None | False | None | False | 9270.0 | 0 | | 3568915 | 129480 | None | code25 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (Item no:16.28 ,page no:149 , PWD SR vol3 2023-24) | Cum | 6956.62 | 6956.62 | 180.75 | False | None | None | False | None | False | 1257409.065 | 0 | | 3568952 | 129480 | None | code25 | 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. for: PVC pipes 25mm dia, 10 kg/sqcm & class 5 (Item no:10.1.1, page no:113, PWD SOR vol5 2023-24) | Rmtr | 49.44 | 49.44 | 30.0 | False | None | None | False | None | False | 1483.2 | 0 | | 3568916 | 129480 | None | code26 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (Item no:6.8.2 ,page no:51 , PWD SR vol3 2023-24) | Sqm | 1195.83 | 1195.83 | 592.0 | False | None | None | False | None | False | 707931.36 | 0 | | 3568953 | 129480 | None | code26 | Providing and fixing 100 mm sand cast Iron grating for gully trap. (Item no:14.29, page no:136, PWD SOR vol2 2023-24) | Each | 48.41 | 48.41 | 1.0 | False | None | None | False | None | False | 48.41 | 0 | | 3568917 | 129480 | None | code27 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Item no:2.4.1 ,page no:16 , PWD SR vol1 2023-24) | Cum | 6596.12 | 6596.12 | 3.885 | False | None | None | False | None | False | 25625.9262 | 0 | | 3568954 | 129480 | None | code27 | Providing and fixing brass stop cock of approved quality :20 mm nominal bore. (Item no:13.3.2, page no:117, PWD SOR vol2 2023-24) | No | 314.15 | 314.15 | 1.0 | False | None | None | False | None | False | 314.15 | 0 | | 3568918 | 129480 | None | code28 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item no:2.2.3, page no:15, PWD SR vol1 2023-24) | Cum | 6721.86 | 6721.86 | 2.045 | False | None | None | False | None | False | 13746.2037 | 0 | | 3568955 | 129480 | None | code28 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore Horizontal (Item no:13.6.1.1 , page no:117, PWD SOR vol2 2023-24) | Nos | 638.6 | 638.6 | 2.0 | False | None | None | False | None | False | 1277.2 | 0 | | 3568919 | 129480 | None | code29 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item no:2.5.2, page no:16, PWD SR vol1 2023-24) | Cum | 11982.09 | 11982.09 | 2.5935 | False | None | None | False | None | False | 31075.550415 | 0 | | 3568956 | 129480 | None | code29 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :20 mm nominal bore (Item no:13.5.2 ,page no:117, PWD SOR vol2 2023-24) | Nos | 323.42 | 323.42 | 2.0 | False | None | None | False | None | False | 646.84 | 0 | | 3568920 | 129480 | None | code30 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item no:2.5.2, page no:16, PWD SR vol1 2023-24) | Cum | 10572.43 | 10572.43 | 5.1228 | False | None | None | False | None | False | 54160.444404 | 0 | | 3568957 | 129480 | None | code30 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover... (Item no:16.10, page no:191 PWD SOR vol5 2023-24) | Each | 4363.08 | 4363.08 | 1.0 | False | None | None | False | None | False | 4363.08 | 0 | | 3568921 | 129480 | None | code31 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary 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. (Item no:8.3.2 ,page no:41, PWD SR vol2 2023-24) | Sqm | 342.99 | 342.99 | 46.202 | False | None | None | False | None | False | 15846.82398 | 0 | | 3568958 | 129480 | None | code31 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in brick / stone / CC Wall. 8 Way (2023-24 Electrical SR P.No. 08, I.No 3.4.5) | Each | 268.83 | 268.83 | 6.0 | False | None | None | False | None | False | 1612.98 | 0 | | 3568922 | 129480 | None | code32 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up,
including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2(Item no:10.1.2, page no:69, PWD SR vol2 2023-24) | Sqm | 4055.11 | 4055.11 | 8.25 | False | None | None | False | None | False | 33454.6575 | 0 | | 3568959 | 129480 | None | code32 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module(2023-24 Electrical SR P.No.08, I.No 3.5.5) | Each | 292.52 | 292.52 | 6.0 | False | None | None | False | None | False | 1755.12 | 0 | | 3568923 | 129480 | None | code33 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. (Item no:8.33.1 ,page no:46, PWD SR vol2 20223-24) | Sqm | 162.74 | 162.74 | 46.202 | False | None | None | False | None | False | 7518.91348 | 0 | | 3568960 | 129480 | None | code33 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch(2023-24 Electrical SR, P.No.09, I.No 3.6.1) | Each | 105.06 | 105.06 | 40.0 | False | None | None | False | None | False | 4202.4 | 0 | | 3568924 | 129480 | None | code34 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge..(Item no11.28 ,page no 85,PWD SR Vol2 2023-24) | Kg | 581.95 | 581.95 | 592.336 | False | None | None | False | None | False | 344709.9352 | 0 | | 3568961 | 129480 | None | code34 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket(2023-24 Electrical SR, P.No.09, I.No 3.6.3) | Each | 176.13 | 176.13 | 6.0 | False | None | None | False | None | False | 1056.78 | 0 | | 3568925 | 129480 | None | code35 | 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.(Item no11.26.1 ,page no 84,PWD SR Vol2 2023-24) | Kg | 142.14 | 142.14 | 666.48 | False | None | None | False | None | False | 94733.4672 | 0 | | 3568962 | 129480 | None | code35 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch(2023-24 Electrical, SR P.No.09, I.No 3.6.9) | Each | 335.78 | 335.78 | 4.0 | False | None | None | False | None | False | 1343.12 | 0 | | 3568926 | 129480 | None | code36 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over
30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)(Item no:6.8.1, page no:51, PWD SR vol3 2023-24) | Sqm | 1100.04 | 1100.04 | 28.278 | False | None | None | False | None | False | 31106.93112 | 0 | | 3568963 | 129480 | None | code36 | Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20mm dia(2023-24 Electrical SR P.No.02, I.No 1.1.1) | Rmtr | 71.07 | 71.07 | 100.0 | False | None | None | False | None | False | 7107.0 | 0 | | 3568927 | 129480 | None | code37 | Making, Providing and installation of full size statue of Dr. Babasaheb Ambedkar with Bronze (Gun Metal). Weight arround 560 Kg, Colour Brown Oxidized, including cost of all taxes, trnsportation, installation and painting with statue paint complete as per instruction of Engineer incharge | No | 1725000.0 | 1725000.0 | 1.0 | False | None | None | False | None | False | 1725000.0 | 0 | | 3568964 | 129480 | None | code37 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm(2023-24 Electrical SR P.No.05, I.No 2.3.3) | Rmtr | 43.26 | 43.26 | 150.0 | False | None | None | False | None | False | 6489.0 | 0 | | 3568965 | 129480 | None | code38 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. 8Way TP &N(2023-24 Electrical SR P.No. 18, Vol-6 I.No 5.19.13) | Each | 6273.73 | 6273.73 | 1.0 | False | None | None | False | None | False | 6273.73 | 0 | | 3568966 | 129480 | None | code39 | upplying & fixing of retrofit type LED bulb..W with OPAL acrylic diffuser comprising of LED source with CCT6500 degree K CRI 70. efficacy 80 lumen per watt, life25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79.The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/ CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 18W, 6500K(2023-24 Electrical SR, P.No.47, I.No 11.11.7) | Each | 438.78 | 438.78 | 10.0 | False | None | None | False | None | False | 4387.8 | 0 | | 3568967 | 129480 | None | code40 | Wiring for lighting/power circuit using one of PVC insulated 1100V grade, standard alluminium wire with single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 10sqmm (2023-24 Electrical SR, P.No.05, I.No 2.3.3) | Rmtr | 43.26 | 43.26 | 100.0 | False | None | None | False | None | False | 4326.0 | 0 | | 3568968 | 129480 | None | code41 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.12" Sweep (300 mm). (Item no:6.2.1, page no:30, PWD Ele. SOR vol6 2023-24) | Each | 3058.07 | 3058.07 | 1.0 | False | None | None | False | None | False | 3058.07 | 0 | | 3568969 | 129480 | None | code42 | 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. for:PVC pipes 75mm dia., 6 kg/sqcm & class 3 (Item no:10.1.5, page no:113, PWD SOR vol5 2023-24) | Rmtr | 226.6 | 226.6 | 20.0 | False | None | None | False | None | False | 4532.0 | 0 |
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