Construction of 125 KL OVER HEAD TANK Of 21.00 MTR. Staging at 100 beded hospital phoolpur, Azamgarh.

Amount

Supply of all matarials labour & T &P (Special or Ordinary) and construction of RCC Over Head Tank (intze type) of 125KL capacity on RCC column and bracing staging of 21M hight from G.L. heaving raft or cum pile foundation on contractor design subject to acceptance of the E/I. The work include flooring at ground lable below tank 15 C.M. dia semi circular drain 1M Wide contilever balcony all round at the base of vertical wall, supplying and fixing angle iron post 50x50x6MM and 0.90 M high (clear) at 1 M interval fixed on outer edges of the balcony including 3 rows of 20 MM dia G.I. pipe (medium) railing RCC spiral stair case on columns. 1 M wide fitted with 1M wide M.S. Gate as per approval E/I. from ground lable upto the top dome of tank with passage at balcony with supply and fixing angle iron post 50x50x6 MM and 0.90 M high (clear) and 1 M interval fixed on either side including 3 rows of 20 MM G.I. pipe medium railings. Also including for MS Angle iron posts 50x50x6MM at 1 M apart fixed arround the periphery of roof slab (on dome) with 3 rows 20MM G.I. medium pipe railing. The angle iron posts and railing shall be painted with 3 coats of approved paints. Also provide ladder clear with bothh side with rows of 20 MM G.I. pipe medium railing from roof( or dome) level upto bottom of tank(inside the tank) comprising of MS angle iron of 50x50x6MM with on either side and 20mm MS Bar fixed at 25 cm interval with G.I. pipe projected for holding white entering or exits supply and fixing 75x75cm main hole cover of 6 mm thick MS plate with locking arrangement at roof top , lantern lighening conductor and electric water level indicator figures painting in fluorescence colour (Red) supply and fixing with jointing outlet, wash out and over flow pipe with jointing matarials etc from tank duck foot bend laying and jointing of duck foots bends horizontal CID/F or upto the 1M byond the outer edge of the apron supply and fixing of sluice valves of construction\ of masonry type sluice valvles chamber making wash out and overflow disposal chamber at ground level. Also including testing, washing and disinfecting of the tank and proper maintenance for 12 calander monts. All exposed surface are structure well finished to be given three coats of approved colour and make cement paints. (such as assian/ burjur/super snowcem) to give a smoth and even colour. The pipe system above appron level along with clamps to be painted with 3 coats of approved Synthetic enamel paint. Also including all opretion and works labour T&P material required in connection with successful completion of work in according with various items and conditions, specification, clause, specifically embounded in this agreements are otherwise considered necessary by the E/I. The contractor will have to insert alluminium strips of desired approved width and thickness around every lift of the tank wall to avoid possible leakage at joints after completion of the work safe bearing capacity of soil at depth 1-50 M below ground lable assumed 8.62T/Sqm average. The rate shall be include testing of 1 test pile and 1 working pile as per direction of E/I. in case of raft cum pile foundation. 1- Adjustment in the cost to be made for every 0.50 MT/ Sqm deviation in safe Bearing capacity of soil from 8.62 MT/Sqm as provide in Item No.1 (+/-) Rs. 5000.00 MT/Sqm. 2- Adjustment in the cost to be made for every 0.50 M or a part of theirfoundation depth 2.00 M below G.L. deviation from as provides in item no. 1 (+/-) Rs. 5000.00 / RM. Condition: 1. All work shall be carried out as per detailed specification of U.P.P.W.D./ C.P.W.D./ UPAVP/ UP Jal Nigam 2. All Material used as per parishad approved brand list. 3. Work shall be done as per direction of Engineer-in-charge. 4. Payment shall be made in stagewise as per enclosure attached. 5.The above rates are inclusive of testing of soil and structural designing of Over Head Tank, including its vetting from reputed Govt. Engineering College. 6. Inlet, outlet & washout pipes and specials as per design will be supplied by Contractor. 7. The contractor has to submit soil testing report and vetted structural design of over head tank in the office of EXECUTIVE ENGINEER 8. All CI pipes, specials & sluice valves etc. shall be ISI Marked and confirming to relivent IS code.

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