Laying 600mm RCC pipeline and open drain for drainage cum irrigation of village Imlota having length 11605 ft. outfalling at RD 42400 of Loharu Feeder

Amount

Earthwork excavation in foundation of plinth for trenches of pipeline HSR 4.14 Including dewatering

Centering and shuttering for faces of walls partitions retaining walls, well steining and the like (vertical or battering) including attached pilasters buttresses etc. HSR 6.29.2

RCC 1:2:4 with stone ballast 20mm nominal size in F & P or on joints of pipe HSR 6.14.2

Fe 500TMT steel for RCC work in 1:2:4 Ratio HSR 6.336

Providing, lowering, laying, cutting, jointing 1200mm dia RCC pipe NP3 HSR 21.95.10

Providing, lowering, laying, cutting, jointing 600mm dia RCC pipe NP3 HSR 21.95.5

CC 1:3:6 with stone aggregate 20mm nominal size HSR 6.1.4

Providing weep hole on hodi as per market rate HSR 27.15

Fixing R.S joist o4 sump well & pump house HSR 13.27

Excavating trenches of required width of pipes HSR 4.16.3+4.17+4.30.2

Plain CC 1:2:4 for path crossing

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) HSR 6.22.2.2

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works up to plinth level HSR 6.25.1

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level up to floor IV level HSR 6.25.2 @ 5041/cum

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). HSR 6.16

Laying Brick Masonry 1:3 HSR 15.6.1

Laying Earth on roof HSR 4.35

10 cm thick (average) mud phaska of damped brick earth on roofslid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: HSR 9.11 tile terracing

12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) HSR 11.8.1

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing HSR 11.25.1

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 110 mm diameter HSR 9.57.2

Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 100 mm dia HSR 22.55.1

Providing & Laying base course of floors consisting of 100mm thick CC 1:8:16 and 100mm sand and stone filling HSR 10.1

Providing and laying conglomerate floor 50 mm thick CC topping 1:2:4 HSR 10.7

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer HSR 11.64.1 @ 50/sqm

Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces 2 Coat HSR 11.72.2

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. HSR 13.37.1

Providing and fixing ball bearing for rolling shutters. HSR 13.38

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 M.S. angels 40x40x6 mm for diagonal braces HSR 13.6.1

Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade HSR 11.99.1

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. HSR 9.18

Providing and fixing fan hook made from 8 mm dia MS rod 75 cm long of required shape and size HSR 23.23.4

Electricity Provision L/S

Wire mesh (rabbit) HSR B0472

02 No. job for NH crossing to be deposit to NH Department

jaipal singh s/o sardara singh