| 1 | 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 15 m lead (HSR 4.7.1.2) | | 142.69 | P. Cum\n(Per Cubic Metre) |
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| 2 | 2 | Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform. (HSR 32.27.1) | | 17.16 | P. Sqm\n(Per Square Metre) |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:1:4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) (HSR 6.1.6) | | 19.73 | P. Cum\n(Per Cubic Metre) |
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| 4 | 4 | Reinforced cement concrete work in beams, suspended floors, cum 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-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16) | | 2.57 | P. Cum\n(Per Cubic Metre) |
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| 5 | 5 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement: 6 coarse sand). (HSR 7.20.2) | | 18.36 | P. Cum\n(Per Cubic Metre) |
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| 6 | 6 | 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. 150 mm diameter (HSR 9.57.3) | | 190 | P. Mtr.\n(Per Metre) |
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| 7 | 7 | Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 1 O mm gap for thermal expansion. 150 mm bend (HSR 9.58.5.3) | | 12 | Each |
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| 8 | 8 | Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand) : 25 mm thick (HSR 10.37.1). | | 0.72 | P. Sqm\n(Per Square Metre) |
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| 9 | 9 | 12 mm cement plaster of mix :1 :4 (1 cement: 4 fine sand) (HSR 11.5.3). | | 54.33 | P. Sqm\n(Per Square Metre) |
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| 10 | 10 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications (27.13). | | 5.15 | P. Qtl.\n(Per Qunital) |
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| 11 | 11 | Supplying, filling, spreading & levelling coarse sand of size range1.5 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. (HSR 33.14) | | 6.24 | P. Cum\n(Per Cubic Metre) |
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| 12 | 12 | Supplying, filling, spreading & levelling gravels of size range 5 cum mm to 1 O 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. (HSR 30.13) | | 6.24 | P. Cum\n(Per Cubic Metre) |
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| 13 | 13 | Supplying, filling, spreading & levelling stone boulders of size cum 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. (HSR 30.12) | | 12.49 | P. Cum\n(Per Cubic Metre) |
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| 14 | 14 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. 300 mm dia (HSR 33.6.1.1) | | 55 | P. Mtr.\n(Per Metre) |
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| 15 | 15 | Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1 :5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1 :2:4 benching 12mm thick cement plaster 1 :2 with a floating coat of 1 mm thick of neat cement R.C.C. 1 :2:4 slab 100 mm thick/cement concrete topping, 50mm thick: with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per 1.5.1. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping (HSR 21.84.1) | | 5 | Each |
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| 16 | 16 | Extra for every 0.30 metre depth of Inspection chamber 450 mm x 450 mm inside (HSR 21.85.1) | | 3 | P. Mtr.\n(Per Metre) |
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| 17 | 17 | Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening (HSR 21.93.1) | | 5 | Each |
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| 18 | 18 | Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia (HSR 33.9.3 ) | | 40 | P. Mtr.\n(Per Metre) |
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| 19 | 19 | Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1 :2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge (HSR 21.28) | | 12 | Each |
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| 20 | 20 | Filling available excavated earth (excluding rock) in trenches, cum plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (HSR 4.32) | | 41.04 | P. Cum\n(Per Cubic Metre) |
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