3804477 | 144481 | None | 2023-24 V-1 INo-1.14.1 P No-8) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3m | Cum | 102.0 | 102.0 | 49.28 | False | None | None | False | None | False | 5026.56 | 0 |
3804478 | 144481 | None | 2023-24 V-1 I.No-2.1.1,P No-15 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates | Cum | 5338.0 | 5338.0 | 4.13 | False | None | None | False | None | False | 22045.94 | 0 |
3804479 | 144481 | None | 2021-22 Page No.9 Item No.5.1.1) | Providing Random rubble masonry with hard stone in foundation
and plinth including levelling up with cement concrete 1:6:12 (1 cement
: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto
plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR 2021-22 Page No.9 Item No.5.1.1) | Cum | 5611.0 | 5611.0 | 8.36 | False | None | None | False | None | False | 46907.96 | 0 |
3804480 | 144481 | None | PWNo-15, I.No SR 2023-24 Vol-III , P.8.153.6 | Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD 2022-23, (V - 3), Page No 15 Item No 3.6 | Cum | 493.0 | 493.0 | 8.76 | False | None | None | False | None | False | 4318.68 | 0 |
3804481 | 144481 | None | PWD SR 2023-24 V-II I.No-6.3,P No-15) | Providing Brick work with common burnt clay modular bricks of class
designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement
: 4 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 | Cum | 8874.0 | 8874.0 | 5.44 | False | None | None | False | None | False | 48274.56 | 0 |
3804482 | 144481 | None | PWD SR 2023-24 V-I I.No-2.5.2 P No-16)) | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 10948.8 | 10948.8 | 1.15 | False | None | None | False | None | False | 12591.12 | 0 |
3804483 | 144481 | None | PWD SR 2023-24 V-I I.No-2.5.2 P No-16) | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11633.1 | 11633.1 | 3.53 | False | None | None | False | None | False | 41064.843 | 0 |
3804484 | 144481 | None | PWD SR 2023-24 V-I I.No-2.11.a P No-18) | 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 | Tonne | 89457.0 | 89457.0 | 0.28 | False | None | None | False | None | False | 25047.96 | 0 |
3804485 | 144481 | None | PWD SR 2023-24 V-II I.No-6.2,P No-15) | 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. ( | Cum | 7978.0 | 7978.0 | 17.95 | False | None | None | False | None | False | 143205.1 | 0 |
3804486 | 144481 | None | PWD SR V-2, 2021-22, Item No-11.34B, Page No-85) | Providing M.s grill of requried patteran and frames of windows.withM.s flat sqaure or round bars . including priming coat with approved steel primer complete. | Kg | 183.0 | 183.0 | 17.01 | False | None | None | False | None | False | 3112.83 | 0 |
3804487 | 144481 | None | PWD SR 2023-24 V-1 I.No-2.1.6,P No-15 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates. ) | Cum | 6243.0 | 6243.0 | 2.8 | False | None | None | False | None | False | 17480.4 | 0 |
3804488 | 144481 | None | PWD SR 2023-24 Vol-II P.No. 41 I.No. 8.3.2) | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to
brick/stone masonry including rounding off corners wherever required
smooth rendering, providing and removing scaffolding, including cost omaterials, labour, curing complete as per specifications and as perdirections of Engineer-in-charge | Sqm | 333.0 | 333.0 | 215.33 | False | None | None | False | None | False | 71704.89 | 0 |
3804489 | 144481 | None | PWD SR 2023-24 Vol-II P.No.59 I.No.9.7.1) | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile. | Sqm | 1246.0 | 1246.0 | 31.6 | False | None | None | False | None | False | 39373.6 | 0 |
3804490 | 144481 | None | PWD SR 2023-24 Vol-II P.No.60 I.No.9.7.2) | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile | Sqm | 1260.0 | 1260.0 | 26.1 | False | None | None | False | None | False | 32886.0 | 0 |
3804491 | 144481 | None | PWD SR 2023-24 V-II I.No-9.36 P No-64 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications | Sqm | 1650.0 | 1650.0 | 10.8 | False | None | None | False | None | False | 17820.0 | 0 |
3804492 | 144481 | None | PWD SR 2023-24 V-II, I No-14.7.1 P No-132) | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps | Each | 3082.0 | 3082.0 | 2.0 | False | None | None | False | None | False | 6164.0 | 0 |
3804493 | 144481 | None | PWD SR 2023-24 V-II I.No-20.44.1 P No-202 | Providing & fixing White vitreous china water closet squatting pan (Indian
type) along with "S" or "P" trap including dismantling of old WC seat and
"S" or "P" trap at site complete with all operations including all necessary
materials, labour and disposal of dismantled material i/c malba, all
complete as per the direction of Engineer-in charge.Long pattern W.C Pan of size 580x440 mm. | No. | 2791.0 | 2791.0 | 1.0 | False | None | None | False | None | False | 2791.0 | 0 |
3804494 | 144481 | None | PWD SR 2023-24 Vol-V P No.113 INo.10.1.1 & 10.1.7 | 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 90mmdia., 6 kg/sqcm & class 3 | Mtr | 48.0 | 48.0 | 30.0 | False | None | None | False | None | False | 1440.0 | 0 |
3804495 | 144481 | None | PWD SR 2023-24 Vol-V P No.113 INo.10.1.1 & 10.1.7 | 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 90mm dia., 6 kg/sqcm & class 3. | Mtr | 411.0 | 411.0 | 10.0 | False | None | None | False | None | False | 4110.0 | 0 |
3804496 | 144481 | None | PWD SR V-2, 2023-24 I No-13.2.2, P No-117 | Providing and fixing brass bib cock of approved quality :20 mm nominal bore | Each | 305.0 | 305.0 | 15.0 | False | None | None | False | None | False | 4575.0 | 0 |
3804497 | 144481 | None | PWD SR Vol-2 2023-24 P.No.45 I.No. 8.25) | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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. | Sqm | 137.0 | 137.0 | 215.33 | False | None | None | False | None | False | 29500.21 | 0 |
3804498 | 144481 | None | pWD SR 2023-24 P.No.123 I.No. 13.34 | 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. ) | Ltr | 9.0 | 9.0 | 1000.0 | False | None | None | False | None | False | 9000.0 | 0 |
3804499 | 144481 | None | PWD SR Vol -2 2023-24 P.No. 104 .No. 12.54) | Providing & fixing factory made PVC Door frame of size 50x47mm with
a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. | Mtr | 318.0 | 318.0 | 12.0 | False | None | None | False | None | False | 3816.0 | 0 |
3804500 | 144481 | None | PWD SR Vol -2 2023-24 P.No. 104 .No.12.55.2 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled
Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and
15x15mm for top & bottom rails, covered with heat moulded Prelaminated
PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.-do- with one side prelam | Sqm | 2040.0 | 2040.0 | 3.78 | False | None | None | False | None | False | 7711.2 | 0 |
3804501 | 144481 | None | PWD SR 2023-24 Vol-I P.No.A-38 Sl.No.07) | Collection and Filling of Stone aggregate for filter media. - 40mm aggregate (including lead charges). Complete as per the instructions of Engineer in charge | Cum | 1190.0 | 1190.0 | 7.5 | False | None | None | False | None | False | 8925.0 | 0 |