CONSTRUCTION OF RCC OHSR OF 50000 LTR LITRES CAPACITY WITH SILL LEVEL NOT LESS THAN 17 M HEIGHT UPTO FSL 20 MTR AT WS SCHEME MOHLOWALI BLOCK DERA BABA NANAK DISTRICT GURDASPUR UNDER HEAD ACA

Amount

Construction of 1 No 50 KL 50000 Ltr Capcity with sill level not less than 17.00 mtr height up to 20.00 mtr from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single main hole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing D.I. K-9 D/F expansion joints latest bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing. Duck foot bends, Conforming to ISI - 13382 and C.I/D.I. D/F sluice Valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes, including providing and installing inlet, outlet scour pipe and overflow DI double flanged pressure pipes DI K-9 horizontally as per IS 8329-2000 and latest duly ISI marked from bottom dome to duck foot bend and further up to 2.75 mtr as per detail specification. TMT steel & Providing and applying integrall crystalline slurry of hydrophilic in nature for water proffing management for vertical and crystalline slurry of hydrophilic in nature for water proffing management for verticial & horizontal surfaces and swell abletype water stop tape and painting of all complete shall be included in cost & P/F aluminum leader inside the OHSR complete in all respect as per specifications. (The specifications & drawing are based on safe bearing capacity of soil of is less than 8.75 tone per sqm. In case the safe bearing capacity of sail is less than 8.75 tone per Sqm. The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tone per sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Premium including providing and fixing automatic Electronic Water Level control Device and Construction of Plinth protection around OHSR with masonry toe wall with 40 mm thick CC 1:2:4 on top over 100 mm thick CC 1:8:16 & inside earth filling, including overflow scour haudi, carriage complete in all respects.

M/S JASBIR SINGH CONTRACTOR

ESS R Construction Company

HARDEV SINGH CONTRACTOR