Remodelling of FIS Hopsang to Garden colony in Gp Namgia Tehsil Pooh Distt Kinnaur HP

Amount

Cutting 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 and trenches etc. (in pipes and pits) in all kind of soils such as pick work, jumper work blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-In-Charge. Clear from the edge of excavation and then returning the staked soil in 15 cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-In-Charge in all leads and lifts.

Laying, Jointing & Testing in trenches HDPE Pipe PE-63, PN-6kg/cm2 of Dia = HDPE pipe 225 mm dia

Providing and Fixing HDPE Flanged joint complete set with nut bolt and Gasket complete in all respect as per set of superior quality of 225 mm dia

Providing and laying cement concrete 1:4:8 (1 Cement : 4 Sand : 8 graded stone ag. 40 mm nominal size) excluding the cost of centring & shuttering in foundation and plinth.

Providing form work with steel plates 3.15 mm 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 propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in :-

(i)Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in -Charge.

(ii) Flat surfaces such as soffits of suspended floors,roofs landings and the like floors etc. up to 200mm in thickness.

Providing & Laying Cement Concrete 1:1.5:3 (1 Cement : 1.5 Sand : 3 Graded stone aggregate 20 mm Nominal size) and curing complete excluding the cost of form work & reinforcement or reinforced concrete work in walls (any thickness) attached pilasters, buttressed, plinth and string course etc. from top of foundation level up to floor two level with in all leads and lifts:-

(i) Foundation and plinth

(ii) Vertical walls ( any thickness) attached pillesters, buttresses plinth and string courses etc. form top of foundation level up to floor two level with in all leads and lifts.

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

Providing mild / Tor steel reinforcement for RCC work including bending binding and placing in position complete upt floor two level to the entire satisfaction of the Engineer-In-Charge. Tor Steel with in all leads and lifts.

Wire Crates of GI wire filled with boulders with square cut faces against the (Boulder filling to be measured and paid for separately). GI Wire 4mm thick corresponding to SWG - 8 15cm x15cm mesh Within all lead and lift.

Wire Crates of GI wire filled with boulders with square cut faces against the (Wire crates to be measured and paid for separately). Within all lead and lift.

Providing and laying cement concrete 1:5:10 (1 Cement : 5 Sand : 10 graded stone aggregate 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.

CHAKRA MANTRI

PARMOD KUMAR