| 1718277495000 | 0 | None | None | Buildings | CONSTRUCTION OF COMPOUND WALL AND TOILET TO PRIMARY HEALTH CENTER AT KOLLUR M VILLAGE IN SHAHAPUR TALUK OF YADGIR DISTRICT. | 958846.52 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3285455 | 114125 | None | code01 | TOILET Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work 1.16.1 In Hard Rock ( requiring blasting) Depth upto 1.50m (PWD SR 2023-24 Volume-1 Item No. 1.16.1. p.No.09). | Cum | 581.7 | 581.7 | 15.6735 | False | None | None | False | None | False | 9117.27495 | 0 | | 3285456 | 114125 | None | code02 | 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR, 2023-24, Volume-1 Item No. 2.1.2, p. No. 15). | Cum | 6123.6 | 6123.6 | 3.307 | False | None | None | False | None | False | 20250.7452 | 0 | | 3285457 | 114125 | None | code03 | 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 machineries, 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 (PWD SR, 2023-24, Volume-1 Item No. 2.1.3, p. No. 15). | Cum | 6511.05 | 6511.05 | 0.929 | False | None | None | False | None | False | 6048.76545 | 0 | | 3285458 | 114125 | None | code04 | 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 machineries, 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, Volume-1 Item No. 2.1.6, p. No. 15). | Cum | 6797.7 | 6797.7 | 0.253 | False | None | None | False | None | False | 1719.8181 | 0 | | 3285459 | 114125 | None | code05 | 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. 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR, 2023-24, Volume-1 Item No. 2.5.1, p. No. 17). | Cum | 7249.2 | 7249.2 | 3.6 | False | None | None | False | None | False | 26097.12 | 0 | | 3285460 | 114125 | None | code06 | Providing structural steel for sub-structure complete as per drawing and technical specification (PWD SR, 2023-24, Volume-3 Item No. 12.12, p. No. 118). | Tonne | 176128.05 | 176128.05 | 0.337 | False | None | None | False | None | False | 59355.15285 | 0 | | 3285461 | 114125 | None | code07 | 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 :5.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR, 2023-24, Volume-2 Item No. 5.1.1, p. No. 09). | Cum | 5891.55 | 5891.55 | 9.39 | False | None | None | False | None | False | 55321.6545 | 0 | | 3285462 | 114125 | None | code08 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR, 2023-24, Volume-2 Item No. 5.4, p. No. 09). | Cum | 6708.45 | 6708.45 | 7.093 | False | None | None | False | None | False | 47583.03585 | 0 | | 3285463 | 114125 | None | code09 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD SR, 2023-24, Volume-1 Item No. 1.11, p. No. 07). | Cum | 454.65 | 454.65 | 9.672 | False | None | None | False | None | False | 4397.3748 | 0 | | 3285464 | 114125 | None | code10 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD SR, 2023-24, Volume-1 Item No. 1.11, p. No. 07). | Cum | 454.65 | 454.65 | 4.836 | False | None | None | False | None | False | 2198.6874 | 0 | | 3285465 | 114125 | None | code11 | Providing Brick work with common burnt clay Non 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 (PWD SR, 2023-24, Volume-2 Item No. 6.1, p. No. 13). | Cum | 8631.0 | 8631.0 | 15.012 | False | None | None | False | None | False | 129568.572 | 0 | | 3285466 | 114125 | None | code12 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:3 (1cement : 3 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. (PWD SR, 2023-24, Volume-2 Item No. 6.12, p. No. 14). | Cum | 1053.15 | 1053.15 | 3.4 | False | None | None | False | None | False | 3580.71 | 0 | | 3285467 | 114125 | None | code13 | 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 (PWD SR, 2023-24, Volume-2 Item No. 11.34A, p. No. 86). | Kgs | 176.4 | 176.4 | 21.6 | False | None | None | False | None | False | 3810.24 | 0 | | 3285468 | 114125 | None | code14 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges
of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(PWD SR, 2023-24, Volume-2 Item No. 11.5.2, p. No. 77). | Sqm | 4454.1 | 4454.1 | 8.16 | False | None | None | False | None | False | 36345.456 | 0 | | 3285469 | 114125 | None | code15 | 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 of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24 ,Volume-2, Item No. 8.3.2, P.No. 41). | Sqm | 349.65 | 349.65 | 11.52 | False | None | None | False | None | False | 4027.968 | 0 | | 3285470 | 114125 | None | code16 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24 ,Volume-2, Item No. 8.1.1, P.No. 14). | Sqm | 267.75 | 267.75 | 15.299 | False | None | None | False | None | False | 4096.30725 | 0 | | 3285471 | 114125 | None | code17 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 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. (PWD SR 2023-24 , Volume-2 Item No. 8.2.1,P.No. 41). | Sqm | 309.75 | 309.75 | 179.896 | False | None | None | False | None | False | 55722.786 | 0 | | 3285472 | 114125 | 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR, 2023-24, Volume-1 Item No. 2.1.2, p. No. 15). | Cum | 6123.6 | 6123.6 | 1.5 | False | None | None | False | None | False | 9185.4 | 0 | | 3285473 | 114125 | None | code19 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. (PWD SR 2023-24 ,Volume-2, Item No. 9.39, P.No. 63). | Sqm | 1521.45 | 1521.45 | 43.187 | False | None | None | False | None | False | 65706.86115 | 0 | | 3285474 | 114125 | None | code20 | 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. (PWD SR 2023-24 ,Volume-2, Item No.8.51, P.No. 50). | Sqm | 105.0 | 105.0 | 152.008 | False | None | None | False | None | False | 15960.84 | 0 | | 3285475 | 114125 | None | code21 | Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat 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. (PWD SR 2023-24 , Volume-2 Item No. 8.24,P.No. 45). | Sqm | 113.4 | 113.4 | 163.528 | False | None | None | False | None | False | 18544.0752 | 0 | | 3285476 | 114125 | None | code22 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24 , Volume-2 Item No. 8.33.3,P.No. 47). | Sqm | 145.95 | 145.95 | 16.32 | False | None | None | False | None | False | 2381.904 | 0 | | 3285477 | 114125 | None | code23 | Providing and fixing white vitreous china water closet squatting pan
(Indian type) : 14.13.1 Long pattern W.C. pan of size 580 mm (PWD SR 2023-24 ,Volume-2, Item No. 14.13.1, P.No. 134). | Nos | 1499.4 | 1499.4 | 4.0 | False | None | None | False | None | False | 5997.6 | 0 | | 3285478 | 114125 | None | code24 | Providing and fixing white vitreous china wash basin including making
all connections but including the cost of fittings (PWD SR 2023-24 ,Volume-2, Item No. 14.25.2, P.No. 135). | Nos | 808.5 | 808.5 | 4.0 | False | None | None | False | None | False | 3234.0 | 0 | | 3285479 | 114125 | None | code25 | CONSTRUCTION OF SEPTIC TANK Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work 1.16.1 In Hard Rock ( requiring blasting) Depth upto 1.50m (PWD SR 2023-24 Volume-1 Item No. 1.16.1. p.No.09). | Cum | 581.7 | 581.7 | 6.2352 | False | None | None | False | None | False | 3627.01584 | 0 | | 3285480 | 114125 | None | code26 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 (PWD SR 2023-24 Volume-2 Item No. 13.53. p.No.126). | Cum | 5924.1 | 5924.1 | 1.0 | False | None | None | False | None | False | 5924.1 | 0 | | 3285481 | 114125 | None | code27 | Supply and fixing 900 mm dia. NP-2 Collars, 6 Nos. with top covers including transportation to site, lead and lift, cost of materials. Labour, curing and refilling the Sides of Septic Tank etc. completed as per direction incharge of site engineer. Market Rate | Cum | 6300.0 | 6300.0 | 1.0 | False | None | None | False | None | False | 6300.0 | 0 | | 3285482 | 114125 | None | code28 | PIPE LINE 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: PVC pipes 110mm dia, 6.0 kg/sqcm & class 3 (PWD SR 2023-24 Volume-5 Item No. 10.1.7. p.No.117). | Mtr | 431.55 | 431.55 | 18.0 | False | None | None | False | None | False | 7767.9 | 0 | | 3285483 | 114125 | None | code29 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. 11.1.5 Light Duty GI pipe of 40mm dia (PWD SR 2023-24 ,Volume-5, Item No. 11.1.5, P.No. 127). | Mtr | 432.6 | 432.6 | 30.0 | False | None | None | False | None | False | 12978.0 | 0 | | 3285484 | 114125 | None | code30 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. 11.1.3 Light Duty GI pipe of 25mm dia (PWD SR 2023-24 ,Volume-5, Item No. 11.1.3, P.No. 127). | Mtr | 303.45 | 303.45 | 20.0 | False | None | None | False | None | False | 6069.0 | 0 | | 3285485 | 114125 | None | code31 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. 11.6.5 For 40 mm dia GI collar: (PWD SR 2023-24 ,Volume-5, Item No. 11.6.5, P.No. 129). | Nos | 216.3 | 216.3 | 5.0 | False | None | None | False | None | False | 1081.5 | 0 | | 3285486 | 114125 | None | code32 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: 11.7.5 For 40 mm dia GI elbow (PWD SR 2023-24 ,Volume-5, Item No. 11.7.5, P.No. 129). | Each | 216.3 | 216.3 | 5.0 | False | None | None | False | None | False | 1081.5 | 0 | | 3285487 | 114125 | None | code33 | Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. 11.8.5 For 40 mm dia GI BEND (PWD SR 2023-24 ,Volume-5, Item No. 11.8.5, P.No. 130). | Each | 280.35 | 280.35 | 4.0 | False | None | None | False | None | False | 1121.4 | 0 | | 3285488 | 114125 | None | code34 | Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any. 11.9.5 For 40 mm dia (PWD SR 2023-24 ,Volume-5, Item No. 11.9.5, P.No. 130). | Each | 199.5 | 199.5 | 3.0 | False | None | None | False | None | False | 598.5 | 0 | | 3285489 | 114125 | None | code35 | Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any. 11.12.5 For 40 mm dia GI Union (PWD SR 2023-24 ,Volume-5, Item No. 11.12.5, P.No. 131). | Each | 248.85 | 248.85 | 8.0 | False | None | None | False | None | False | 1990.8 | 0 | | 3285490 | 114125 | None | code36 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape
of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concreteblock of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (PWD SR, 2023-24, Volume-3 Item No. 8.54, p. No.78) | Nos | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3285491 | 114125 | None | code37 | COMPOUND WALL Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work 1.16.1 In Hard Rock ( requiring blasting) Depth upto 1.50m (PWD SR 2023-24 Volume-1 Item No. 1.16.1. p.No.09). | Cum | 581.7 | 581.7 | 18.225 | False | None | None | False | None | False | 10601.4825 | 0 | | 3285492 | 114125 | None | code38 | 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR, 2023-24, Volume-1 Item No. 2.1.2, p. No. 15). | Cum | 6123.6 | 6123.6 | 3.0375 | False | None | None | False | None | False | 18600.435 | 0 | | 3285493 | 114125 | None | code39 | 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 :5.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR, 2023-24, Volume-2 Item No. 5.1.1, p. No. 09). | Cum | 5891.55 | 5891.55 | 12.1499 | False | None | None | False | None | False | 71581.743345 | 0 | | 3285494 | 114125 | None | code40 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR, 2023-24, Volume-2 Item No. 5.4, p. No. 09). | Cum | 6708.45 | 6708.45 | 7.29 | False | None | None | False | None | False | 48904.6005 | 0 | | 3285495 | 114125 | None | code41 | Providing Brick work with common burnt clay Non 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 (PWD SR, 2023-24, Volume-2 Item No. 6.1, p. No. 13). | Cum | 8631.0 | 8631.0 | 7.452 | False | None | None | False | None | False | 64318.212 | 0 | | 3285496 | 114125 | None | code42 | 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR, 2023-24, Volume-1 Item No. 2.1.2, p. No. 15). | Cum | 6123.6 | 6123.6 | 1.215 | False | None | None | False | None | False | 7440.174 | 0 | | 3285497 | 114125 | None | code43 | 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 of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR, 2023-24, Volume21 Item No. 8.3.2, p. No. 41). | Sqm | 349.65 | 349.65 | 97.2 | False | None | None | False | None | False | 33985.98 | 0 | | 3285498 | 114125 | None | code44 | Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat 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. (PWD SR 2023-24 , Volume-2 Item No. 8.24,P.No. 45). | Sqm | 113.4 | 113.4 | 97.2 | False | None | None | False | None | False | 11022.48 | 0 | | 3285499 | 114125 | None | code45 | 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR, 2023-24, Volume-1 Item No. 2.1.2, p. No. 15). | Cum | 6123.6 | 6123.6 | 0.911 | False | None | None | False | None | False | 5578.5996 | 0 | | 3285500 | 114125 | None | code46 | ELECTRICAL WORK Open Conduit System: Supplying heavy gauge PVC conduit pipe dia. confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wook boxes in case of RCC ceiling and RCC wall stone structure or raw plugs in case of brick wall and cement plastering damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 25 mm dia. 2mm thick | Mtr | 175.0 | 175.0 | 12.0 | False | None | None | False | None | False | 2100.0 | 0 | | 3285501 | 114125 | None | code47 | Supplying heavy gauge PVC Conduit Pipe ....... dia .....mm thick 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 G fish wire run throughout the conduit wherever necessary (PWD DSR 2019-20, I. No. 1.3b, P.No.2) 25 mm dia. 2mm thick | Mtr | 54.0 | 54.0 | 25.0 | False | None | None | False | None | False | 1350.0 | 0 | | 3285502 | 114125 | None | code48 | Supplying heavy gauge PVC Conduit Pipe ....... dia .....mm thick 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 G fish wire run throughout the conduit wherever necessary (PWD DSR 2019-20, I. No. 1.3b, P.No.2) 32 mm dia. 2.5 mm thick | Mtr | 81.0 | 81.0 | 20.0 | False | None | None | False | None | False | 1620.0 | 0 | | 3285503 | 114125 | None | code49 | Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100v grade COPPER Conductor flexible multistrand FRLS PVC insulated, 2x1.5 sqmm. cable confirming to GTP, with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block complete for each outlet. (PWD DSR 2019-20, 1.No.2.1, P.No.5) a) Short Point upto 3 Meters long from tapping point to out let via. switch. (PWD DSR 2019-20, I.No.2.1.1, P.No.5) | Point | 200.0 | 200.0 | 3.0 | False | None | None | False | None | False | 600.0 | 0 | | 3285504 | 114125 | None | code50 | Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100v grade COPPER Conductor flexible multistrand FRLS PVC insulated, 2x1.5 sqmm. cable confirming to GTP, with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block complete for each outlet. (PWD DSR 2019-20, 1.No.2.1, P.No.5) b) Short Point upto 3 Meters long from tapping point to out let via. switch. (PWD DSR 2019-20, I. No.2.1.2, P.No.5 | Point | 275.0 | 275.0 | 3.0 | False | None | None | False | None | False | 825.0 | 0 | | 3285505 | 114125 | None | code51 | Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100v grade COPPER Conductor flexible multistrand FRLS PVC insulated, 2x1.5 sqmm. cable confirming to GTP, with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block complete for each outlet. (PWD DSR 2019-20, 1.No.2.1, P.No.5) c) Medium Point above 6 Mtrs to 10 mtrs. from tapping point to out let via. switch. (PWD DSR 2019-20, I.No.2.1.3), P.No.5 | Point | 400.0 | 400.0 | 2.0 | False | None | None | False | None | False | 800.0 | 0 | | 3285506 | 114125 | None | code52 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood after due groove cutting, finishing with necessary cement plastering complete (PWD DSR 2019-20, 1.No.1.6, P.No.3) 8"x6"x3" | Each | 64.0 | 64.0 | 3.0 | False | None | None | False | None | False | 192.0 | 0 | | 3285507 | 114125 | None | code53 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood after due groove cutting, finishing with necessary cement plastering complete (PWD DSR 2019-20, 1.No.1.6, P.No.3) 4"x4"x3" | Each | 60.0 | 60.0 | 2.0 | False | None | None | False | None | False | 120.0 | 0 | | 3285508 | 114125 | None | code54 | Wiring for lighting / power circuit using of one of FRLS PVC insulated 1100v grade, multistand copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & Confirming to GTP of GROUP-A (PWD DSR 2019-20, I No.2.5, P.No.6) a) 1.5 sqmm. (PWD DSR 2019-20, 1, No. 2.3.2, P.No.5-6) | Mtr | 20.5 | 20.5 | 100.0 | False | None | None | False | None | False | 2050.0 | 0 | | 3285509 | 114125 | None | code55 | Wiring for lighting / power circuit using of one of FRLS PVC insulated 1100v grade, multistand copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & Confirming to GTP of GROUP-A (PWD DSR 2019-20, I No.2.5, P.No.6) b) 2.5 sqmm. (PWD DSR 2019-20, L.No.2.3.3, P.No.6) | Mtr | 35.0 | 35.0 | 60.0 | False | None | None | False | None | False | 2100.0 | 0 | | 3285510 | 114125 | None | code56 | Wiring for lighting / power circuit using of one of FRLS PVC insulated 1100v grade, multistand copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & Confirming to GTP of GROUP-A (PWD DSR 2019-20, I No.2.5, P.No.6) c) 4.0 sqmm. (PWD DSR 2019-20, 1.No.2.3.4, P.No.6) | Mtr | 45.0 | 45.0 | 45.0 | False | None | None | False | None | False | 2025.0 | 0 | | 3285511 | 114125 | None | code57 | Supplying and fixing Regular MCB distribution boards on wall 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 enclouse a) 12 Way SP (PWD DSR 2019-20, I. No.5.18.8, P.No.28) | Each | 1800.0 | 1800.0 | 1.0 | False | None | None | False | None | False | 1800.0 | 0 | | 3285512 | 114125 | None | code58 | Supplying and fixing Regular MCB distribution boards on wall 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 enclouse b) 4 Way SP | Each | 1100.0 | 1100.0 | 2.0 | False | None | None | False | None | False | 2200.0 | 0 | | 3285513 | 114125 | None | code59 | Supplying and fixing Miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' type curve, indicator ON/OFF, energy cross-3 with Short Circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 (PWD DSR 2019-20, 1.No.5.17.1, P.No.27) a) 6-2 Amps SP | Each | 434.0 | 434.0 | 2.0 | False | None | None | False | None | False | 868.0 | 0 | | 3285514 | 114125 | None | code60 | Supplying and fixing Miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' type curve, indicator ON/OFF, energy cross-3 with Short Circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 (PWD DSR 2019-20, 1.No.5.17.1, P.No.27) b) 50-63 Amps DP | Each | 1355.0 | 1355.0 | 1.0 | False | None | None | False | None | False | 1355.0 | 0 | | 3285515 | 114125 | None | code61 | LED Indoor Supply of 2' feet LED PVC Square Batten W with high quality diffuser with life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power input: 220-240V @ 50Hz & Power factor 0.9 along with CE approved drivers.5 years warranty against any manufacturing defect working under standard electrical condition PWD DSR 2019-20, 1.No. 12.3.4, P.NoLED Light Fitting 1x4' 20/22W | Each | 375.0 | 375.0 | 6.0 | False | None | None | False | None | False | 2250.0 | 0 | | 3285516 | 114125 | None | code62 | Supply and fixing PBBC Bakelite straight or slant batten holder and wiring with 60W 230 Volts Clamps PBBC Bakelite Straight etc. completed (PWD DSR 2019-20, 1. No.4.2, P.No.20) | Each | 88.0 | 88.0 | 6.0 | False | None | None | False | None | False | 528.0 | 0 | | 3285517 | 114125 | None | code63 | Supply, fixing and wiring Electronic Trivector Meter (ETC)5 to 20 amps single phase Class-1 Accurcy with Temple Proof Energy Meter et. completed (PWD DSR 2019-20, I.No.5.30, P.No.29) | Each | 1150.0 | 1150.0 | 1.0 | False | None | None | False | None | False | 1150.0 | 0 | | 3285518 | 114125 | None | code64 | Supply and fixing of .... Mm dia: Class-A GI Pipe bracket up to 2 Mirs long bent at suitable angle and fixing to this bracket 1x40/2x40 watts flourescent tube street light fitting of all capacities to GI and CI or Rail or RCC pole / wall using suitable clamps and bolts and wiring using suitable capacity wires (PWD DSR 2019-20, I.No. 14.1, P. No.79) Using 32mm dia. Gt Pipe | Each | 835.0 | 835.0 | 1.0 | False | None | None | False | None | False | 835.0 | 0 | | 3285519 | 114125 | None | code65 | Fixing of all types and all capacities flourescent / false ceiling/ spot light/CFL/LED fittings Indoor on the wall / Ceiling/ rafters/ girders using 23/0.0076" twin twisted PVC insulated wires, required nos of round blocks and clamps if required On wall / ceiling/rafter/ girders (PWD DSR 2019-20, I.No. 14.7.1, P. No.79) | Each | 110.0 | 110.0 | 6.0 | False | None | None | False | None | False | 660.0 | 0 | | 3285520 | 114125 | None | code66 | Fixing One Exhaust Fan in the nitch already left in the wall with bolts and nuts and 5 amps ceiling rose with sufficient lenght of of 23/0.0076' PVC insulated twin core wire - Exhaust Fan (PWD DSR 2019-20, 1. No. 14.12, P.No.80) | Each | 400.0 | 400.0 | 1.0 | False | None | None | False | None | False | 400.0 | 0 | | 3285521 | 114125 | None | code67 | Fixing halogen / metal hallide / SVL/IL/ LED flood light fitting over existing pole wall including clamps bolts nuts and wiring using suitable capacity wire etc. completed Fixing Halogen / Metal Halide SVL Flood Light (PWD DSR 2019-20, 1. No. 14.5, P. No.79) | Each | 175.0 | 175.0 | 3.0 | False | None | None | False | None | False | 525.0 | 0 | | 3285522 | 114125 | None | code68 | Supplying and fixing hylum plastic sheet 3mm thick with necessary nitiches for fixing switches, regulators etc, and fixing on existing wood or metal box using N.F.screws etc. completed (PWD DSR 2019-20, L.No.3.9, P.No. 10) | Mtr | 0.24 | 0.24 | 825.0 | False | None | None | False | None | False | 198.0 | 0 | | 3285523 | 114125 | None | code69 | Supplying and fixing angle iron frame work fabricated out of M.S angle iron..and M.S flat... with bolts, washers etc, and painted with 2 coats of red oxide and then two coats of approved paint - 40x40x6mm etc. completed (PWD DSR 2019-20, 1.No.5.41.1, P.No.30) | Mtr | 255.0 | 255.0 | 1.0 | False | None | None | False | None | False | 255.0 | 0 | | 3285524 | 114125 | None | code70 | Supplying, fixing, wiring, earth electrode for grounding conduits I.C cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick G.I pipe 2.5mtr long buried in a pit..The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. using 12mm dia bolts, nuts, washers and check nuts etc. the pipe shall have 16 through holes of 12mm dia etc. completed (PWD DSR 2019-20, 1.No.6, P.No.40) | Each | 2999.7 | 2999.7 | 1.0 | False | None | None | False | None | False | 2999.7 | 0 | | 3285525 | 114125 | None | code71 | Supplying and running GI/ Copper conductor for grounding and along with other wires in conduit system of wiring using necessary suitable size clamps, nailsm guttas spacers etc-8 SWG Gl wire etc. completed (PWD DSR 2019-20, 1.No.6.18.1, P.No.43) | Mtr | 14.0 | 14.0 | 6.0 | False | None | None | False | None | False | 84.0 | 0 | | 3285526 | 114125 | None | code72 | Supplying and fixing of class A (medium duty) GI Pipe of wall thickness not less than 3.25mm on pole wall drain crossing with necessary clamping arrangments for UG cale of 1.1 k 40mm etc. completed (PWD DSR 2019-20, I.No.6.9.1, P.No.41) | Mtr | 355.0 | 355.0 | 6.0 | False | None | None | False | None | False | 2130.0 | 0 | | 3285527 | 114125 | None | code73 | Labour charges for logging UG cable 6 sqmm to 16 sqmm (PWD DSR 2019-20, 1.No.7.2.1, P.No.46) | Mtr | 11.88 | 11.88 | 8.0 | False | None | None | False | None | False | 95.04 | 0 | | 3285528 | 114125 | None | code74 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable Part- 1. Amouring strip thickness in average+5 and resistivity 14Ohms/Kms Maxas per IS-3975- 2Core 10 Sqmm | Mtr | 95.0 | 95.0 | 8.0 | False | None | None | False | None | False | 760.0 | 0 | | 3285529 | 114125 | None | code75 | Supply and laying double walled corrugated (DWC) HDPE Pipe including all neceassary connecting sockets couplings/ Teels /Bends/ End caps of same materials in existing trench -63mm dia OD50mm ID etc. completed 2 core 10 sqmm (PWD DSR 2019- 20, 1.No.7.20, P.No.63) | Mtr | 206.0 | 206.0 | 5.0 | False | None | None | False | None | False | 1030.0 | 0 | | 3285530 | 114125 | None | code76 | Supplying and fixing cut out 16 amps (PWD DSR 2019-20, 1.No.5.7, P.No.24) | Each | 117.0 | 117.0 | 2.0 | False | None | None | False | None | False | 234.0 | 0 | | 3285531 | 114125 | None | code77 | Supplyng and fixing of 4 pole powder contractor 40 amps | Each | 1840.0 | 1840.0 | 1.0 | False | None | None | False | None | False | 1840.0 | 0 | | 3285532 | 114125 | None | code78 | Supplying of TPST with rewireable porcelain channels in SM enclosure. Made out of 14 SWG powder coated paint of approved colour (PWD DSR 2019-20, 1.No.5.5.1, P.No.24) | Each | 1800.0 | 1800.0 | 1.0 | False | None | None | False | None | False | 1800.0 | 0 | | 3285533 | 114125 | None | code79 | Supplying 6A flush type socket and 6 amps flush type SP switch either surface/ flush mounting in exisiting gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654-9-6 amps 3/5 way etc. completed (PWD DSR 2019-20, 1.No.3.1.2, P.No.9) | Each | 132.0 | 132.0 | 6.0 | False | None | None | False | None | False | 792.0 | 0 |
|