Repair and Renovation of FIS Jangi Phase-IIin GP Rarang Teh Moorang Distt. Kinnaur

Amount

Composite lining of stone 15 CM thick or less for irrigation channel using cenent concrete 1:3:6 (1 Cement,3 Sand, 6 Graded stone agg. 20mm Nominal size) and curing complete excluding the cost of form work with in all leads and lifts.

In Bed

Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick and and jumper work. Engineer-in-charge.

Excavation in earth work, lift upto soil not more than 3mt clear from the edge of the excavation & then returning the stacked soil in 15cm layers,when required into plinths sides,of fundations etc.,consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20mtr. with in all leads and lifts.

Wire crates made of interlink chain filled with boulders with square cut faces against the wire (Boulders filling to be measured and paid separately) mesh 15 cm x15 cm made of interlink chain 4mm thick corresponding to SWG-8 with in all leads and lifts as per direction of Engineer-in -Charge. corresponding to (SWG-8) of 15X15 cm mesh. with in all leads and lifts.

Wire crates made of interlink chain filled with boulders with square cut faces against the wire (wire crates to be measured and paid separately.) with in all leads and lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden battens and ballies, height of proping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ reinforced concrete and plain concrete work in

Vertical surface such as walls ( any thickness) partition and the like including attached pillasters, buttresses plinth and string courses and the like with in all leads and lifts

Providing and laying cement concrete 1:5:10 (1Cement:5Sand:10 graded stone aggregate, 40 mm nominal size) curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300 mm as per HP.PWD specifications.

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

Laying Tor steel reinforcement for RCC work i/c bending, binding & placing in position complete upto floor two level within all leads and lifts..

OM PARKASH

RAN BAHADUR CONTRCATOR