Restoration of Rain Damages of WSS Kotadhar in GP Kotadhar Tehsil Aut Distt Mandi HP

Amount

Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and timbering and dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect.

Providing and laying in position cement concrete of specified grade excluding the costof certaining and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in all leads & lifts.

Providing and laying cement concrete 1:1.5:3(one cement one and half sand three graded crushed stone aggregate 20mm nominal size) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement All work up to plinth level: Foundation footing bases of columns and the like and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

Walls any thickness but not less than 0.1 mtrs. thickness attached pillasters plinths and string courses etc.from top of foundation level upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge.

Rainforced cement concrete work in beams, suspended floors, roofs having slop up to 15 ladings, balconies, shelves, chajjas, lintels, bands, plain window sills. staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of entering, shuttering, finishing and rainforcement, with 1:1.5:3 (1) cement: 1.5 coarse sand) 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc.and removal of form for all heights: Suspended floors, roofs, landings, balconies and access platform

Vertical surface such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like

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

Providing and placing in horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer-in-charge including all leads and lifts. Top layer :-Fine sand screened, cleaned, washed and graded effective size 0.20 to 0.40 with uniformity co-efficient 2 to 3).

2nd layer:- coursed sand screened, clean, washed and graded from 3mm to 6mm from approved source in all leads and lifts.

3rd layer:- Bajari scereened, clean, washed and graded from 6mm to 20mm from approved source in all leads and lifts.

Providing and Laying No Fine concrete1: 4 (1cement :4graded stone aggregate 20 mm nominal size) and curing complete in walls (any thickness but not less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc from top of foundation level up to floor two level in all leads and lifts.

Laying, jointing and testing of GMS tube in trenches (light grade) of following dia meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) in all leads and lifts. 65 mm dia

DINE RAM (BID ID -607183)

Girja Devi (BID ID -607185)