Providing sewerage leftout connectivity scheme to Hamirpur Town in Tehsil and District Hamirpur

Excavation in foundations and trenches (for pipes and pits in all depths etc.) in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (where blasting is prohibited) soft/hard rock and saturated soils, stacking the excavated earth within all leads and lifts, clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths, sides of foundation and trenches etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth including uprooting of trees, dressing of beds and sides and preparation of sub-grade as directed by Engineer-in-charge within all leads and lifts.

Demolition below G.L. upto 1.50 meters depth and disposal of unserviceable material within 20 mtrs lead unreinforced cement concrete more than 15cm thickness complete in all respect.

Disposal of material excavated unserviceable material from site of work to dumping site at Nallah (5 Kms)

Laying,jointing and testing of Ductile iron Spigot & socketed pipe with cement mortar lining on inner pipe jointed with push on joint including cost of all kinds of fitting such as sockets, SBR gaskets, bends and fixing complete. The pipe should be as per IS:8329-2000 Class K7 in a random length of 4 to 7 mtrs within all leads and lifts and to the entire satisfaction of Engineer-in-charge (Earth work to be measured and paid for separately)

Ductile iron pipe 150mm dia with wall thickness of 5.00 mm having weight of pipe 48 kg per Rmt and test pressure conforming to IS:8329-2000 jointed with S.B.R. gasketTyton push on joint within all leads and lifts and to the entire satisfaction of Engineer-in-charge)

Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4(1cement:4sand)(2nd class) in all leads and lifts.

Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts.

Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain concrete. within all leads and lifts.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc 200mm.

edge of slab and breaking in floor and walls upto 20 cm wide

Providing, Laying Tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level as per disection and entire satisfaction of Engineer in charge.(Labour Rate)

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

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto all floor level as per direction and to the entire satisfaction of the Engineer-in-charge.

15mm cement plaster in single coat on rough sides of bricks/concrete stone walls etc for interior plastering upto floor two level including arrises internal rounded angles chamfer and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3 (1cement:3sand) in all leads and lifts.

Applying cement slurry on RCC slab or cement concrete work using 2.75 Kg. of cement per square meters of floor area before laying cement concrete flooring including roughening, cleaning of the concrete surfaces complete within all leads and lifts as per direction and to the entire satisfaction of Engineer in Charge.

Providing and fixing SFRC Man hole for frame of internal size with frame of 500mm internal dia (Medium duty). The weight of cover & frame should not be less than 58 kg. complete within all leads and lifts.

Providing 200mm wide PVC insulated MS rungs with chequarred or ribbed non slip surface including fixing in manholes with 200mmx200mmx100mm cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Boulder/ Stone filling behind the retaining wall also under floor & upstream in all leads and lifts

Providing sewerage house connection complete within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.