Retrofitting of existing STP for identified GP having Semi peri urban status set page management SH Construction of sludge drying bed and raw sewage holding collection tank at STP Sharabai in Tehsil Bhuntar and Distt. Kullu H.P

Amount

Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge

Providing and laying cement concrete 1:3:6 (1 cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work as per direction of the Engineer-in-Charge with in all leads and lifts. in foundation and plinth.

Providing and laying cement concrete 1:1:2 (1cement:1 sand : 2graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and re-inforcement for reinforced concrete work as per direction of the Engineer-in-Charge with in all leads and lifts. i) Foundations, footings, bases of columns and the like and mass concrete.

ii) Wall ( any thickness but not less than 0.10 mtrs. Thickness) including attached pillasters buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Providing from work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c cantering, shuttering, strutting and propping etc. with wooden battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge in: - i) Vertical surfaces such as wall(any thickness) parti tions and the like including attached pilasters, buttresses, plinth and string courses and the like -

Providing and laying tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including cost of binding wires and carriage of materials upto all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge.

Providing and fixing double flanged Cast Iron Sluice Valve of 150 mm dia with flange table -5 P.N 1.6 confirming to relevant and latest IS-code with upto date ammendments of Leader/Kirloskar/ Kilburn/Pelican make etc. including the cost of welding of companion flanges, nuts, bolts, rubber insertion washer (gasket) complete in all respect with in all leads and lifts and as per the direction and to the entire satisfaction of Engineer-in-charge.

Providing and placing horizontal layer filtering media duly graded screened washed and cleaned complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge. i) Top Layer fine sand (Eff. Size .20mm to .40mm and uniformilty co-efficient 2.00 to 3.00)

ii) Second layer coarse sand 3mm to 6mm

iii) Broken stone 20mm to 50mm

PVC Perforated Pipe For Leachet Drainage complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge. i) 80mm Perforated pipes

ii) 150mm central drain pipe with T arrangement (150mm x 80mm)

Providing and laying Perforated Drain Tiles complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge.

Laying, jointing and testing in trenches ISI marked centrifugally cast (spun) Ductile iron pressure ipes for water, gas and sewerage with socket and spigot ends confirming to IS 8329-2000 and latest with upto date ammendments in length of 5 to 6.00 mtrs. class K-7 suitable for push on joint (rubber gasket D-jointing incluidng short pieces, collars with cement mortar lining in side the pipe s with outside zinc coating as per IS-8329-2000 complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge 150mm dia class K-7

Providing & fixing Mono Block pump set of 1.5 HP Kirloskar make , complete set for lifting of Viscus Fluids of undermentioned charateristics with impellers, priming funnel, casing ring and shaft sleeves of CI, shaft of carbon steel grade with impelleres, priming funnel, casing mounted on extended shaft( to same make as that of pump) with motor of 1.5 HP suitable for operation on 240+/-10% volt single phase AC supply. The power of motorshuld be atleast 10 % in excess of maximum power required by the pump in complete operating range of 10 % specification with upto date amendments. It should includes cost of wiring nut bolts painting etc complete and follewing requirements in all leads and lifts. Total Head= 8-12 Mtr .Discharge :- 2 LPS

Providing & fixing control panel for operation of above pump set vith consisting of Ampare mete, volt 1.00 meter, 3 phase indicating lamps, MSB, DOL starter and intera! wiring and required accessories of approved make complete in all respect as per direction and entire satisfaction of Engineer-in-charge.

Errection (i/c all fixture and welding) testing and commissioning of all above equipments

BHUPENDER KUMAR

Yash Pal

Amit sood contractor

Chitar Singh