Providing water supply scheme to Schedule cast abadi in Village Rajiana under Kangra Constituency

Amount

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts .

Wet well sinking in all classification of earth work such as pick, jumper work saturated soil i/c bailing or pumping out water blasting trimming and dressing of sides i/c shoring, strutting planking timbering and dewatering wherever required and then disposing of all surplus excavated soil dreged out unuseable materials as directed within all leads and lifts as per the direction of the Engineer-in-Charge.

From spring level to 3.00 meters depth.

From spring level to 3.00 to 6.00 dpth

From spring level to 6.00 mtrs to 9.00 mtrs depth.

Steel work welded om builtup sections trusses and frame work i/c cutting,hoisting fixing in position and applying a priming coat of red lead paint in grating framed guards bars ladders railing brackets and similar work etc.within all leads and flifts.

Lowering of well curb in the pit and assembly in position below depth 3 meters from ground level i/c carriage of materials complete within all leads and lifts.

P/L C.C. 1:2:4(1 cement:2sand: 4graded stone agg.20mm nominal size and curing complete excluding cost of form work in Suspended floors, roofs, landings shelves and their supports is balconies beams girders bressumers and cantilevers upto floor two level complete within all leads and lifts.

Columns pillars posts and struts upto floor two level i/c carriage of materials complete within all leads and lifts.

P/L no fine cement concrete 1:6(1 cement: 6water borne stone bllast 6mm to 10mm rounded agg.) complete and as per direction of Engineer-In-Charge complete within all leads and lifts.

providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring,shuttering,propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for insitu work in:-Vertical surfaces such as walls(any thickness)partitions and the like i/c attached,pillasters buttresses and string courses and the like within all leads and lifts.

Flat surfaces such as soffits,suspended, floor, roof, landing and the like complete within all leads and lifts.

Beams cantilevers,girders sides and soffits of beams beam haunching cantlievers(Not exceeding 1 mtr. In depth) within all leads and lifts.

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

S/R masonary coursed with hard stone of approved quality in foundation and plinth i/c raking out joints in cement mortar 1:4(1 cement: 4sand)within all leads and lifts.

S/R masonary coursed with hard stone of approved quality in super structure i/c raking out joints in cement mortar 1:4(1 cement: 4sand)within all leads and lifts.

20mm thick cement plaster single coat on rough side of brick/stone masonary concrete walls for interior plastering upto floor two level i/c arrises internal rounded angles not excedding 80mm in girth and even and smooth in C.M. 1:3(1 cement: 3sand) within all leads and lifts.

P/L C.C. 1:3:6(1 cement: 3sand: 6graded stone agg.40mm nominal size and curing complete excluding the cost of form in foundation and plinth within all leads and lifts.

Brick work using common burnt clay building in cement mortar 1:4(1 cement: 4sand)2nd class bricks in super structure above plinth level upto floor two level within all leads and lifts.

Providing and fixing of cast iron manhole cover with frame having frame size of 500mm internal dis should not be less than 116 kgs complete within all leads and lifts.

Providing 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in P/well with 200x200x100mm cement concrete 1:3:6(1 cement: 3sand: 6graded stone agg. 20mm nominal sizecomplete within all leads and lifts.

Boulder/stone filling dry hand packed behind the reatining wall complete within all leads and lifts.

GOVT CONTRACTOR

Sanjeev Kumar