Providing CAD to FIS Pangna Nagrown in GP Pangna Tehsil Karsog Distt Mandi HP SH_Laying Jointing and Testing of HDPE Pipe 90mm 3890 Rmt 180mm 1010 Rmt C_o 25 No outlets and C_o Retaining wall RD 150 to 184 Rmt HIMCAD

Amount

Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil blasting work and chiseling /wedging out of rocks where blasting work is prohibited up all depth and lifts including pumping and baling out water where ever requared stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated material within all leads and lifts, useful materials available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in-Charge

Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate of 40 mm nominal) and curing complete excluding cost of form work including all leads and lifts: Foundation and plinth

Providing and laying cement concrete 1:1.5:3 (1 cement : 3 sand : 6 graded stone aggregate of 20 mm nominal) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-

Foundation and plinth

Wall (any thickness but less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses etc from top of foundation level up to floor two level.

Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :-(a) Vertical Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like

Flat surfaces such as soffits and suspended floors, roofs, landings and the like:-

Placing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts

Providing and laying cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate of 40 mm nominal) and curing complete excluding cost of form work in :-

Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification complete in all respect as per direction and to the entire satisfaction of the Engineer in charge upto all lead & lifts.

Laying, joining and testing in trenches following grade and working pressure Hight Density Polythene pipes confirming to IS: 4984-2016 complete with fittings ( Earth work in trenches to be measured & paid for separately) with in lall leads and lifts.

90 mm dia PE-80 - PN 4 SDR 26

180 mm dia PE-80 - PN 4 SDR 26

Prov and fixing CI Alfa Valve 180 mm dia

Prov and fixing CI Alfa Valve 90 mm dia

Jagdish Kumar

DINESH KUMAR

DEVI DUTT THAKUR

V S CONTRACTORS AND ENGINEERS

devender kumar