Construction of Shops (9 Nos.) in SC Boys Sports Hostel at Ambala Cantt in Ambala District

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. (HSR 4.12.1) All kinds of soil

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)

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: (HSR 6.1.6) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Earth work with Tibba Sand in Road & Parking taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (For any lead and lift). (NS).

Supplying and filling in plinth with sand (conforming to zone-IV, IS 1542) under floors, including watering, ramming, consolidating and dressing complete. (HSR 10.2)

Brick work with common burnt clay modular bricks of class designation 10.50 in foundation and plinth in: (HSR 7.20.2) Cement Mortar 1:6 (1 cement: 6 coarse sand).

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level : (HSR 6.14.1) 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size)

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 confonning to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1 :6 (1 cement : 6 coarse sand) : (HSR 7.23.2) With Modular bricks

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)

Plastering on wall 12 mm cement plaster of mix 1 :6 (1 cement: 6 fine sand) : (HSR 11.5.4)

Plastering on walls 15 mm cement plaster on the rough side of single or half brick wall of mix 1 :6 (1 cement: 6 fine sand) : (HSR 11.6.2)

Plastering on walls 10 mm thick cement plaster 1 :3 (1 cement: 3 fine sand) (HSR 11.4.2)

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (HSR 10.63) Size of Tile 600x600 mm (HSR 10.63.2)

Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (HSR 11.58)

Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. (HSR 11.68.3)

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

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gmnitre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. (HSR 11.98.1) New work (Two or more coats applied@ 1.43 litre/ 10 sqm Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm

10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow-dung) and covered with machine moulded 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. With machine moulded common burnt clay non-modular brick tiles of class designation 12.5, conforming to IS 2690 (HSR 9.12.1)

Providing gola 75x75 mm in cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design : (HSR 9.17.1) In 75x75 mm deep chase

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) 80x1 .25 mm M.S. laths with 1.25 mm thick top cover (HSR 13.37.1)

Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. (HSR 11.68.3)

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. (HSR 9.57.3) 150 mm diameter

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. (HSR 9.58.5.3) Bend 87.5". 150 mm bend

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. (HSR 6.34.6) Thermo-Mechanically Treated bars of grade Fe-500D or more.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1: 1.5:3 or richer mix (i/c equivalent design mix). (HSR 5.23.1)

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 tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 1O mm to 25 mm (HSR 5.43.1)

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead: Of area 3 sq. metres and below (HSR 5.29.2)

Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (HSR 5.14)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) (HSR 5.23.2)

Recovery items:- Bidders have to quote rates for recovery items at least or more than reserve price. The rates quoted against recovery items will not be included in the total amount, rather it will be deducted while calculating financial statement of the agency. Note :- The reserve amount is minimum amount to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price as under :- The quantities are as under :- i) Good Bricks reserve price @ Rs.4.00 Each

ii) Good Tiles reserve price @ Rs.4.50 Each

iii) Steel reserve price @ Rs.3500.00 Per Qtl.

iv) Shutters reserve price @ Rs.4500.00 Each

SATISH KUMAR GUPTA

M S Raj Associates

GORAV SINGH JOHAR