CO FIS Dabling in village Dabling GP Pooh Tehsil Pooh Distt Kinnaur

Amount

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.

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.

Dressing of beds and preparation of sub grade for lining in bed

Dressing of side slopes and preparation of sub grade for lining n side slopes

Demolition below GL upto 1.50 mtr depth and disposal of unserviceable materials within 20 mtr lead. Un-reinforced cement concrete more than 15 cm thickness.

Cement concrete lining 15 cm thick or less for irrigation channels using cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone agg. 20 mm nominal size) and curing complete excluding the cost of form work within all leads and lifts.

In bed

on side slopes

Extra allowance of form work on side slope

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.

(b) Flat surface such as soffits of suspended floor, roofs, landing and the like upto 200 mm thickness.

Providing & Laying cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone agg. 40 mm Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts and to the entire satisfaction of the Engineer-In-Charge.

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.

Providing & Laying cement concrete 1:4:8 (1 Cement : 4 Sand : 8 graded stone agg. 40 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 work in walls (any thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level with in all leads and lifts.

In foundation and plinth

vertical walls (any thickness) attached pillesters, buttresses plinth and string courses etc. from top of foundation level upto floor two level with in all leads and lifts.

Providing & Laying tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete.

20 mm thick cement plaster in single coat the rough side of brick/concrete/ stone walls for interior plastering in CM 1:3

15 cm thick cement plaster in single coat the rough side of brick/concrete/stone walls for interior plastering in CM 1:3

Wire crate of GI wire filled with boulder square cut faces against the wire (boulder filling to be measured and paid for separately) SWG-8, 4 mm thick 15x15 cm mesh with in all leads and lifts to the entire satisfaction of Engineer-In-Charge

Wire crate of GI wire filled with boulder with square cut faces against the wire (wire crate to be measured and paid for separately) with in all leads and lifts.

Laying ,jointing and testing HDPE Pipe PE-63 PN-2.5 of 160mm OD fully Flanged

LAKPA LAMA

pawan kumar