Providing and laying DI pipe line 700 mm internal dia size from Organic Farm Area to New water works and Old water works at CCS HAU, Hisar

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (HSR 4.14.1)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Pipes, cables etc. exceeding 300 mm metre (HSR 4.16.1.3)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar (HSR 5.7.4)

Dismantling cement conglomerate / terrazzo floors 25 mm to 50 sqm mm manually/ by mechanical means and disposal of material within standard lead as per direction of Engineer- in-charge. (HSR 5.42)

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead). (HSR 5.45)

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (HSR 5.70)

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 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.1.1)

1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) (HSR 6.1.2)

1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size (HSR 6.1.4)

Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick (HSR 6.8.2)

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-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diaMeters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D kg or more. (HSR 6.33.6)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more (HSR 6.34.6)

Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.21.1)

Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.21.2)

Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. (HSR 10.1)

Providing and laying Cement concrete flooring 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate (HSR 10.10.1)

Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)

1O mm thick cement plaster 1 :3 (1 cement: 3 fine sand) (HSR 11.4.2)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.6.1)

12 mm cement plaster finished with a floating coat of neat cement of mix : 1 :3 (1 cement: 3 fine sand) (HSR 11.11.1)

White washing with lime to give an even shade New work (three or more coats) (HSR 11.61.1)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. (HSR 11.77)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78)

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm) (HSR 11.93.1)

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 (HSR 12.50.2)

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (HSR 13.2)

Laying R.C.C. pipes for outlets and culverts including joining ends and fixing collar with cement mortar 1 :2- above 600mm but up to 900 mm inside diameter (HSR 14.66.4)

Labour for laying jointing, fixing and testing G.1./P.V.C./W.I. pipe lines and special tees, bends, sockets, elbows etc. in trenches in the ground cutting, threading and testing, etc. complete 80 mm internal diameter (HSR 20.21.8)

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISi marked K-9 grade S&S pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately 700 mm i/d (HSR 20.63.11)

Cutting DI pipe and chipping or filling the surface to a uniform finish 700 mm i/d (HSR 20.66.11)

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)

EARTHING AND LIGHTENING ARRESTOR Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. (HSR 24.1.1)

Extra for using salt and char coal/coke for pipe earth electrode as required (HSR 24.1.2)

Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.I. pipe from earth electrode as required. (HSR 24.1.11)

Providing and fixing RCC Nakkas of size 30'' x 30'' with panel & lid (Heavy duty) complete in all respect as per direction of thr Engineer-in-charge. (NS)

Providing and fixing in position 5.0 HP capacity monoblock pumping set three phase, complete in all respect of LUBI/KIRLOSKAR/CROMPTON make. (NS)

Providing and fixing in position panel board with complete accessoris like starter of suitable capacity, Amp meter, volt meter, indicator lamps, connection wires and with one LED bulb of 9 watt with holder etc complete in all respect. Make: L&T/ Havells (NS)

Supply and erection of of underground cable size 16 sq mm 4 core armoured 1 mtr below G.L covered with sand and bricks, complete in all respect. (NS)

Supply and erection of of underground cable size 16 sqmm 4 core armoured loose in existing pipe or trench ,1 mtr below G.L covered with sand and bricks, complete in all respect. (NS)

Suppply of G.I pipe 'B' class 80 mm i/dia size of Ravindra/Jindal/Parkash(Surya) make. (NS)

Supply and fixing of G.I nipple duly threaded as per requirement complete in all respect of best quality ISI marked. (NS)

Supply and fixing of G.I union coupling of 3'' i/dia size complete in all respect of best quality. (NS) Make: Unik/Unco

Supply and fixing of cast iron reflex valve (non return valve) Heavy duty ISI marked of best quality. (NS)

M S CONSTRUCTION