Construction of FIS LIS Matyara in GP Narola Tehsil Baldwara Distt Mandi HP

Amount

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. Up to all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete work 1:1.5 : 3 mix. ( 1 cement : 1.50 : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in :

(a) Foundation footings 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 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete work 1:2:4( 1 cement :2 sand :4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumers and cantilevers upto two level all floor level in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

Providing of Tor steel reinforcement for RCC work including bending ,binding and placing in position complete upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Providing form work of steel shuttering with steel plat as3.15mm thich welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two selling not exceeding 4 mtrs. And removal of the same for insiturein forced concrete work in:-

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like circuler or curved in plan.

Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixings tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge.

80 mm dia (Light Class)

Providing and fixing Gun Metal wheel valve of following dia screwed type as per IS.778 Marked complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

80 mm dia

Providing Laying , Jointing and commissioning of HDPE (High Density Polythene pipes) of following diameter and class confirming to IS 4984-2016 with fusion welding process including all necessary fitting in all leads and lifts to the entire satisfaction of Engineer-in -charge. (Earth work in trenches to be measured and paid separately).

90 mm dia,PN-6,PE-80

90 mm dia,PN-4,PE-80

Neeraj Sharma

KAMLA KUMARI

CONTRACTOR

Anil Kumar

V S CONTRACTORS AND ENGINEERS

Rakesh Kumar Sharma

Sanjeev Kumar