Providing sewerage scheme to Taklech in Tehsil Rampur JOB NO 3

Amount

Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge.

Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.(Pick and Jumper work 50% each)

Providing and laying cement concrete 1:5:10 (1Cement: 5Sand: 10Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .

Providing and laying cement concrete 1:4:8 (1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size)excluding the cost of centering & shuttering in Foundation & plinth.

Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work in :-

Foundation and plinth complete as per the direction and to the entire satisfaction of the Engineer-in-Charge.

In suspended floor roofs ,landing and shelves and their support.balconies , beams,girders, bressumers and contilever up to floor two level with in all leads and lifts.

Arches upto floor two level

Providing and laying cement concrete 1 : 1.5 :3 (1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .

Foundation and plinth complete as per the direction and to the entire satisfaction of the Engineer-in-Charge.

Walls (any thickness but not less than 0.10m thickness) attached pillasters, buttresses, plinth & string course etc. from top of found level upto floor two level

Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-

Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.

Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.

Prov.form work of ordinary timber with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-

Arches upto 6.00 mtr. Span

Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge.

Providing & laying No fine concrete with cement concrete 1 : 4 ( 1 Cement : 4 graded stone agg.20mm nominal size)and curing complete excluding cost of form work in wall etc. complete with in all leads & lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level .

Providing & placing in horizontal layers of filtering media duly gradded, screened, washed and cleaned as specified by the Engineer-in -charge.

Bottom layer :-- Broken stone 50 mm to 75 mm

Forth layer :-- Bazri 20 mm to 25 mm

Third layer :-- Bazri 6 mm to 20 mm

Second layer :-- Coarse sand 2mm to 6mm

Fine sand (Eff.size 0.20mm to 0.40mm and uniformity Co-efficient 2.00 to 3.00)

Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint.

In gratings framed guard bars,ladders, railling,brackets and similar work. & as per direction & to the entire satisfaction of the Engineer-in-Charge

Providing & Fixing of MS manhole cover with frame 500mm dia (light duty). Total weight of frame and cover should not less than 100 Kg. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

construction chamber for sluice valve 1.20x1.20x1.00 mtr size ( inside) & RCC top slab in cement concrete 1:2:4 mix ( 1 cement :2 sand:4 graded stone aggrete 20 mm nominal size) with 150 mm thick walls complete with form work & reinforcement with 8 mm bars at not exceeding 150 mm centres both ways)

Manufacturing & Fixing of fencing pannel of size 1.20X1.20Mtr. Of Jali (Expended Metal) 25x25mm welded to MS black Tube 32mm dia. of 14 gauge with MS flate of 25x5 mm including cutting, welding and painting with red oxide paint complete in all respect including all leads & lifts and to the entire satisfaction the the Engineer-in-charge.

Providing & Fixing MS gate as per standard design i.e MS square pipe clamps, pintal sets with pin clamps in cement concrete block (150x30x29 )complete in all respect with CC 1:5:10 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Boulder filling behind R/wall, B/wall properly hand packed complete in all leads & lift as per direction of Engineer-in charge

Laying, jointing and testing in trenches to be levelled to grade galvanised mild steel pipe light grade of following nominal diameter including fittings complete in all respect to the entire satisfaction of the Engineer-in-Charge.

20 mm Nominal Bore

50 mm Nominal Bore

65 mm Nominal Bore

80 mm Nominal Bore

100 mm Nominal Bore

Providing & fixing CI sluice valve ( PN 1.6 ) with hand wheel Kirloskar make as per IS: 780-1984 class -I upto 300 mm dia (i/c brass spindle & as per 2906-1984 class-II for dia > 300 mm) complete with bolts nuts, rubber insertion etc, ( the tail piece if required shall be measured & paid for separatly)

65 mm nominal diameter.

80 mm nominal diameter.

100 mm nominal diameter.

P/F Controlling arrangements i.e. CI sluice valve (PN 1.0) Leader make complete in all respect to the entire satisfaction of the Engineer-in-Charge.

80 mm nominal diameter.

Anil Kumar

Jai Chand Rana

KALPIT SHARMA

KEDAR SINGH

HITESH NEGI

DEVI SINGH