Command Area Development of FIS Pooh Kuhl in GP Pooh Tehsil Pooh Distt Kinnaur(HP)

Amount

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

Excavation in foundation, trenches etc in all kind of soil such as pick work, jumper work blasting hard of soft rock chiseling where blasting is prohibited, slushy daldal or saturated soil with in all leads and lifts, stacking the excavated soil not more than 300 mtr and then returning the stacked soil in 15 cm layers, when required in to plinths sides of foundation etc. consolidating earth deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-In-Charge with in all leads and lifts.

Cutting in earth work in all kind of soil such as pick work, jumper work, blasting hard or soft rock chiseling where blasting is prohibited and disposal of Excavated earth within all leads and lifts.

Dressing of Bed & Prepration of Subgrade for Linning in Bed

Dressing of Bed & Prepration of Subgrade for Linning in Side Slopes

Cement concrete lining 10cm thick in cement concrete 1:3:6 (1 cement: 3 sand: 6 stone aggregate 20mm nominal size and curing complete with in all leads and lifts).

(i) Concrete Lining in Bed

(ii) Concrete Linning in Side Slopes

Extra Allowance for Formwork as per item No 6 (ii)

Laying Jointing and Testing in trenches 160mm OD HDPE pipe.Earth work in trenches to be measured and paid separately within all leads and lifts

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 including centering, shuttering, strutting and propping etc. with wooden batens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete & plain concrete work in;-

(a) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like within all leads and lifts.

Providing & Laying cement concrete 1:4:8 (1 Cement : 4 Sand : 8 graded stone agg. 20 mm Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts and the entire satisfaction of the Engineer-In-Charge.

Providing & laying cement concrete 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone agg. 20 mm Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete with in all leads and lifts as per direction of Engineer -in -Charge .

(a) Foundation and Plinths

(b) vertical walls (any thickness)

Providing and Laying Tor Steel Reinforcement for RCC Work i/c bending binding and Placing complete upto two floor level.

Providing & Laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone agg. 40 mm 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 150 mm to 300 mm as per HPPWD specification with in all leads and lifts and to the entire satisfaction of the Engineer-In-Charge.

Wire Crate made of G.I Wire filled with boulders with Square cut faces angaist the wire (Boulder filling to be measured and Paid for Seprately ) I/Chain 4mm thick corresponding to SWG - 8 15 cm x 15 cm Mesh with in all leads and lifts .

Wire Crate made of G.I Wire filled with boulders with square cut faces angiast the wire ( Wire crate to be Measured and Paid for Seprately) with in all leads and lifts as per Direction of Engineer - in - Charge.

PARMOD KUMAR

LAKPA LAMA

CHHEWANG DORJE