Renovation of Kuhl FIS Chandpur to Sangli in G.P. Bakhalag Tehsil Arki Distt. Solan (HP) (SH- L/J of G.I. pipe 125mm dia (Medium Class), Construction of C.C lining , Construction of Out let 4 Nos. and Construction of Retaining Wall).

Amount

Excavation in drain & channels etc. in earth work including drerssing of side and bed and disposing excavated earth in all leads and lifts disposed earth to be levelled and neatly dressed in pick jumper work including all leads and lifts complete in all respects as per direction of Engineer- in Charge.

Laying , jointing, testing & commissioning at site in trenches following plain ended GMS pipe of diameter of various grade as under conforming to BIS 1239 (part-1) 1990 or latest with up to date amendments, capable of withstanding required test pressure as prescribed in BIS code in random lengths of 5.5 to 6.5 meters. The pipes ends shall be bevelled suitably for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories as required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts as directed by Engineer-in-charge (earth work shall be measured and paid for separately).

125 mm dia (Medium class)

Providing welding and fixing M.S plate flanges of following diameter (nominal bore) of following flanges Table conforming to IS 6392-1971 or latest with up to date amendments to MSERW/G.I. pipe after every 90metres or as per site requirement including cutting of pipes wherever required welding in three layers (leak proof) conforming to specifications as prescribed in relevant IS code i.e. IS 816-1969 or latest as applicable with up to date amendments with nuts, bolts & washers and specials etc. conforming to IS 1963 or latest with up to date amendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorrosive paints complete in all respect in all leads lifts and carriage of material at site and as directed by the Engineer-in-charge.

125mm dia Table -5

Demolition below G.L. upto 1.50Metres depth and disposal of unserviceable materials within 20 metres lead. Un-reinforecd cement concrete upto 15 cm. Thickness.

Cement concrete lining 7.5 cm thick 1:3:6 (1 cement:3 sand: 6 graded stone aggregate in 20 mm nominal size) and curing complete excluding cost of form work for irrigation channels i/c carriage of materials upto all leads and lifts complete in all respects .

Hand mixed CC lining in Bed complete in all respects

Hand mixed CC lining in side Slope complete in all respects

Extra allowances for form work in CC lining on sides slope i/c carriage of materials upto all leads and lifts complete in all respects.

Excavation in foundation, trenches etc. earth work in all type of soil such as pick work, jumper work, blasting work kankar,moorum singles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths and sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth upto all leads and lifts as directed by the Engineer in charge complete in all respects.

Providing and laying cement concrete 1:4:8(1 Cement :4 Sand : 8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respects.

Providing and laying cement concrete work 1:2:4(1 Cement :2 Sand: 4 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Foundation and plinth upto all leads and lifts complete in all respects.

Walls including attached buttresses, pilasters and their caps and basis and string courses etc. upto floor two level including carriage of materials upto all leads and lifts complete in all respects.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish icluding centring, shuttering, strutting and propping etc with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtr. and removal of the same insitu reinfored concrete and plain concrete work in :

Vertical surface such as wall (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like including carriage of materials upto all leads and lifts complete in all respects. .

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level including cost of binding wires and carriage of materials upto all leads and lifts complete in all respects.

Providing and laying cement concrete 1:6:12(1 Cement :6 Sand : 12 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respects.

Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specifications including carriage of materials upto all leads and lifts complete in all respects..

Boulder filling behind retaining wall / Breast wall i/c carriage of material upto all lead and lifts complete in all respects.

Anoop Kumar Sharma Govt. Contractor

Madho Ram Govt. Contractor

sudershan singh

SURINDER SINGH PARMAR