CAD Work To FIS Pathiar Ambari Kuhl in Tehsil Nagrota Bagwan

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 complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Dressing of bed and preparation of sub grade for lining in pick work complete in all respect including all leads and Lifts as per the direction and satisfaction of Engineer-In-Charge.

Dressing of side slopes verrtical and preparation of sub grade for lining in pick work complete in all respect including all leads and Lifts as per the direction and satisfaction of Engineer-In-Charge.

Providing and laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) curring complete excluding cost of form work in foundation and plinth complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and Laying cement concrete 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

Foundations,footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

In Vertical walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Providing and Laying cement concrete 1:1½:3 (1 Cement:1½ Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

Foundations,footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

In walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

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 centring, shuttering , and propping etc. height of propping and centring below supporting floor to ceiling upto all height and removal of the same for in-situ-reinforced concrete and plain concrete work in:- In vertical surfaces such as walls, any thickness partitions buttresses plinth and string courses and the like complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and Laying Mild steel /Tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing & fixing of M.S. cover on chamber with MS sheet of 2.00 mm thicks with angle iron frame of size 25X25X3mm, including locking arrangement (Reputed make IS Marked) complete in all respect as per the direction to entire satification of Engineer-in-Charge within all leads and lifts.

Laying, Jointing, Testing and commissioning of HDPE (High Densit polyethylene pipes) of following diameter and class conforming to IS 4984-1985 with fusion welding process including all necessary fitting & bend in all leads and lift to entire satisfaction of Engineer-in- Charge(earth work in trenches to be measured and paid separately.

160 mm dia HDPE PN-4, PE-80

140 mm dia HDPE PN-4, PE-80

Providing 50 mm Hydrant including G.I. Riser Pipe 50 mm gun metal Control Valve, Plain concrete grouting for G.I. Tee, connecting Rise Pipe sub main including complete set of fitting etc. (Reputed make IS Marked) complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing & fixing of PVC Control Valve of reputed make IS marked complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

160 mm dia

140 mm dia

Providing and supplying of 63 mm coupled HDPE potable sprinkler pipes to withstand pressure of 3.2 Kg/Cm. Square (Reputed make IS Marked) complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to all leads and lifts.

6 meters Long.

Providing 63 mm duly coupled bend (Reputed make IS Marked) complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to all leads and lifts.

Providing Tee 63 mm X 63 mm X 63 mm duly coupled bend (Reputed make IS Marked) complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing end cap 63 mm (Reputed make IS Marked) complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

GOVT CONTRACTOR

Naveen Kumar