| 1724483355000 | 0 | None | None | Water supply/sewage lines | Providing Rain water harvesting by construction ornamental ponds at different places and around bore wells at various places Under CCD limits | 3365971.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3851493 | 147134 | None | WS01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately(PWD SR 2023-24 V-3 P.No 45 I.No 2.19) | Cum | 591.15 | 591.15 | 15.25 | False | None | None | False | None | False | 9015.0375 | 0 | | 3851494 | 147134 | None | WS02 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work In all kinds of soils. Depth upto 1.50m(PWD SR 2023-24 V-1 P.No 06 I.No 1.6.1) | Cum | 508.2 | 508.2 | 234.0 | False | None | None | False | None | False | 118918.8 | 0 | | 3851495 | 147134 | None | WS03 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter (PWD SR 2023-24 VOL-2 I.No 13.48 P.No 125) | m | 305.55 | 305.55 | 250.0 | False | None | None | False | None | False | 76387.5 | 0 | | 3851496 | 147134 | None | WS04 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 4 Kg/m2 : 110mm(weight of pipe -1.315 kg) (PWD SR 2023-24 VOL-5 I.No 10.14.4 P.No 125) | m | 296.1 | 296.1 | 120.0 | False | None | None | False | None | False | 35532.0 | 0 | | 3851497 | 147134 | None | WS05 | 200mm dia 4kg/sqcm | m | 748.65 | 748.65 | 200.0 | False | None | None | False | None | False | 149730.0 | 0 | | 3851498 | 147134 | None | WS06 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: (PWD SR 2023-24 VOL-5 I.No 10.1.11 P.No 113) PVC pipes 250mm dia., 6 kg/sqcm Class 3 | Rmtr | 1517.25 | 1517.25 | 200.0 | False | None | None | False | None | False | 303450.0 | 0 | | 3851499 | 147134 | None | WS07 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 V-1 P.No 15 I.No 2.1.6) | Cum | 6555.15 | 6555.15 | 6.3 | False | None | None | False | None | False | 41297.445 | 0 | | 3851500 | 147134 | None | WS08 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.(PWD SR 2023-24 V-1 P.No 05 I.No 1.4.1) | Cum | 254.1 | 254.1 | 94.95 | False | None | None | False | None | False | 24126.795 | 0 | | 3851501 | 147134 | None | WS09 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR 2023-24 V-2 P.No 09 I.No 5.4) | Cum | 6708.45 | 6708.45 | 13.03 | False | None | None | False | None | False | 87411.1035 | 0 | | 3851502 | 147134 | None | WS10 | Providing and constructing 300 mm thick rubble stone pitching set in CM 1: 5 proportion by volume with pin headers at 2 per m2 including cost of all materials from approved source, labour, packing stone chips and mortar into joints, finishing, curing and all other ancillary operations complete. (PWD SR 2023-24 V-4 P.No 54 I.No 3.43) | Sqm | 1000.65 | 1000.65 | 48.0 | False | None | None | False | None | False | 48031.2 | 0 | | 3851503 | 147134 | None | WS11 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge .(PWD SR 2023-24 V-2 P.No 175 I.No 17.1) | Cum | 1052.1 | 1052.1 | 3.29 | False | None | None | False | None | False | 3461.409 | 0 | | 3851504 | 147134 | None | WS12 | Supplying, filling, spreading leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads lifts, all complete as per direction of Engineer in charge. .(PWD SR 202324 V2 P.No 175 I.No 17.2) | Cum | 1245.3 | 1245.3 | 3.29 | False | None | None | False | None | False | 4097.037 | 0 | | 3851505 | 147134 | None | WS13 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.(PWD SR 2023-24 V-2 P.No 175 I.No 17.3) | Cum | 1251.6 | 1251.6 | 3.29 | False | None | None | False | None | False | 4117.764 | 0 | | 3851506 | 147134 | None | WS14 | Providing and constructing vertical /inclined graded filter media using clean, hard graded sand and coarse aggregates from approved source satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compacting and all other ancillary operations complete as per specifications and approved drawings. Sand layer (PWD SR 2023-24 V-4 P.No 42 I.No 2.35.1) | Cum | 2196.6 | 2196.6 | 2.2 | False | None | None | False | None | False | 4832.52 | 0 | | 3851507 | 147134 | None | WS15 | Providing and constructing vertical /inclined graded filter media using clean, hard graded sand and coarse aggregates from approved source satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compacting and all other ancillary operations complete as per specifications and approved drawings. 10 mm down graded coarse aggregate layer .(PWD SR 2023-24 V-4 P.No 42 I.No 2.35.2) | Cum | 2092.65 | 2092.65 | 2.2 | False | None | None | False | None | False | 4603.83 | 0 | | 3851508 | 147134 | None | WS16 | Providing and constructing vertical /inclined graded filter media using clean, hard graded sand and coarse aggregates from approved source satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compacting and all other ancillary operations complete as per specifications and approved drawings. 20 mm down graded coarse aggregate laye .(PWD SR 2023-24 V-4 P.No 42 I.No 2.35.2) | Cum | 2064.3 | 2064.3 | 2.2 | False | None | None | False | None | False | 4541.46 | 0 | | 3851509 | 147134 | None | WS17 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 VOL-1 I.No 2.5.1 P.No 16) | Cum | 7657.65 | 7657.65 | 7.82 | False | None | None | False | None | False | 59882.823 | 0 | | 3851510 | 147134 | None | WS18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.h)All other type of structures (PWD SR 2023-24 VOL-1 I.No 2.11h P.No 18) | Tonne | 82961.55 | 82961.55 | 0.4692 | False | None | None | False | None | False | 38925.55926 | 0 | | 3851511 | 147134 | None | WS19 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110mm PVC Bend (PWD SR2023-24 P.NO.118 I.NO 10.11.8 VOLUME -5) | Each | 516.6 | 516.6 | 26.0 | False | None | None | False | None | False | 13431.6 | 0 | | 3851512 | 147134 | None | WS20 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110mm PVC Tee (PWD SR2023-24 P.NO.117 I.NO 10.10.8 VOLUME -5) | Each | 263.55 | 263.55 | 26.0 | False | None | None | False | None | False | 6852.3 | 0 | | 3851513 | 147134 | None | WS21 | Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge(PWD SR 2023-24 VOL-2 I.No 9.4 P.No 59) | Cum | 6999.3 | 6999.3 | 10.8 | False | None | None | False | None | False | 75592.44 | 0 | | 3851514 | 147134 | None | WS22 | Providing and laying 100mm thick side wall & bottom slab of 600mm width for drain with opening using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 150mm spacing jointed in CM 1:3 proportion and nicely finished Including providing holes in the walls wherever necessary including of labour, materials, scaffolding,
usage of machinery, curing, lead and lift charges etc, Complete.(PWD SR 2023-24 VOL-2 I.No 17.13 P.No 177) | m | 5892.6 | 5892.6 | 201.58 | False | None | None | False | None | False | 1187830.308 | 0 | | 3851515 | 147134 | None | WS23 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. Complete.(PWD SR 2023-24 VOL-2 I.No 17.12 P.No 176) | Sqm | 974.4 | 974.4 | 322.4 | False | None | None | False | None | False | 314146.56 | 0 | | 3851516 | 147134 | None | WS24 | Chicken mesh (sl no.203 vol-2) | Sqm | 12.6 | 12.6 | 74.28 | False | None | None | False | None | False | 935.928 | 0 | | 3851517 | 147134 | None | WS25 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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..(PWD SR 2023-24 VOL-2 I.No 8.41 P.No 48) | Sqm | 175.35 | 175.35 | 48.0 | False | None | None | False | None | False | 8416.8 | 0 | | 3851518 | 147134 | None | WS26 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every m50m depth)(PWD SR , V-5 2023-24, P.NO.139, I.No 12.1) Above 50.00 to 100.00 Mtrs. | m | 388.5 | 388.5 | 200.0 | False | None | None | False | None | False | 77700.0 | 0 | | 3851519 | 147134 | None | WS27 | 50.00 to 100.00 Mtrs | m | 487.2 | 487.2 | 200.0 | False | None | None | False | None | False | 97440.0 | 0 | | 3851520 | 147134 | None | WS28 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty.(PWD SR , V-5 2023-24, P.NO.143, I.No 12.32) | m | 2029.65 | 2029.65 | 120.0 | False | None | None | False | None | False | 243558.0 | 0 | | 3851521 | 147134 | None | ws29 | 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 openings /wooden frames with rawl plugs screws etc.(PWD SR 2023-24 VOL-2 I.No 11.34B P.No 86) | Kg | 192.15 | 192.15 | 1674.24 | False | None | None | False | None | False | 321705.216 | 0 |
|