Extension Renovation of FIS Holdo in G.P. Rispa Tehsil Moorang Distt. Kinnaur H.P.

Amount

Cutting in earth work in all classification such as pick work ,Jumper work , Jumper blast hard blasting by chesling where blasting is prohibited in saturated soil and disposal of all excavated earth upto all leads and lifts as per the direction of Engineer-in-charge.

Excavation in foundations trenches ets, in earth work, lift upto 1.50 mts. Stacking the exceviated soil not more than 3 mts. Clea frons the edge of the excavation & then returning the stacked soil in 15 sms. Layers, when required into plinths sides of foundation etc.consolidating nach deposited layers by ramming & watering & then disposing of all surplus excavated warth as derected within allbeads & Ass as per entire satisfaction of Engineer in charge

Excavation in drains and channels etc in earth work including dressing of sides and bed and disposing of excavated earth upto a lead of 20metres and lift upto 1.50 mtrs disposed earth to be levelled and neatly dressed as per direction by Engineer-in-charge at site

Providing 15 cm thick cement concrete lining of cement concrete 1:3,6 or (1 cment 3: sand 6 grades stone Aggregate 20 mam nominal size) curing complete excluding the cost of form work for imgation channel etc. with in all leads and lifts

CC lining in bed within all leads and lifts

CC Lining in side slope within all leads and lifts

Providing and laying cement cocnele-15:10 (1 cement 5 sand 10 graded stone agg 40 mm nominal size) with 10% plum and curring complete excluding the cost of form work in retaining walls/breast walls, the size of plum shall usually be 150mm to 300 mm as per HPPWD/Jal Shakti department specificaationswithin all leads and lifts

Prov form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish uc centring shuttering strutting & propping etc with wooden battens & ballies.ht of propping & centring below supporting foor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work-

Vertical surfaces such as wall (any thick) partitions & the like lic attached pilasters, buttresses plinth & string courses &

Providing Tor steel reinforcement for RCC work inc bending, binding & placing in position complete upto floor two level within all leads and lifts

Providing and Laying cement concrete 1:4:8 (1 cement:4 sand: 8 graded stone aggregate 40mm Nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts.

Providing and Laying cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- foundation, footing, base of columns and the like and mass concrete with in all leads and lifts).

wall (any thickness but not less than 0.10 mtrs) from top of level upto floor level within all leads and lifts.

Extra allowances of form work in CC lining for side slope within all leads and lifts.

Laying and jointing HDPE pipe confirming to IS 4984-1995 with upto date ammendment of material grade PE-80 and pressure rating PN-8 nominal dia 90mm OD (Earht work to be measure and paid for separaely) within all leads and lifts.

Boulder filling behind retaining wall within all leads and lifts.

JAI KISHAN CONTRCATOR (BID ID -530852)

VIVEK NEGI (BID ID -530990)