Provding Sewerage schemes to sarahan ward no 3 in tehsil rampur distt.shimla hp

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 foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc.conslidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 metres complete in all respect as per entire satisfaction of Engineer in Charge.

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

Prov.and lying cement concrete 1:4:8(1Cement: 4 Sand:8 Graded 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.

Providing and laying cement concrete 1:3:6 (1Cement: 3Sand: 6Graded 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 : 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 pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.

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 complete as per direction & to the entire satisfaction of the Engineer-in-Charge. in :-

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

Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel.

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 rainforceed 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 foors, foofs, 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.

Providing and fixing SFRC cover with frame for manholes for frame of internal dimension 500mm dia, ( Heavy duty )the weight of cover to be not less than 45kg. including carriage of material with in all leads and lifts & staisfaction of Engineer-in-Charge.

Stone solling properly handpacked under floor complete in all respect as per entire satisfaction of Engineer in Charge.

Laying , jointing & testing in trenches to be levelled to grade, centrifugally cement mortar lined ductile iron (Spun ) pressure pipes confirming to BIS 8329 -2000class K-7 suitable for Tyton( push on joints) i/c bends of all degrees , teescollars tapers (if required ) crosses , short pieces , tail pieces , plugs of requiredsizes i/c cutting pieces, chamfering wherever required ( earth work in trenchesand cost of joints to be measured and paid for seperately ) i/c carriage with inall leads and lifts complete in all respect of the following nominal dia.

150 mm nominal diameter.

200 mm nominal diameter.

Providing & Fixing 150 mm Dia D.I K-7 Y-Tee complete in all respect as per entire satisfaction of Engineer in Charge.

150 mm dia

Providing & Fixing 150 mm Dia D.I K-7 bend complete in all respect as per entire satisfaction of Engineer in Charge.

150 mm dia Double Socket DI Bends of degree

11.25degree

22.5 degree

45 degree

90degree

200 mm dia Double Socket DI Bends of degree

11.25degree

22.5 degree

45 degree

90degree

Providing tyton (push on joints) to Ductile iron pipes and fittings including the testing of joints cost of rubber gaskets confirming to IS 12820/1989

150 mm dia

200 mm dia

M/S Satya Dev

DEEPAK RAJ KAITH