Construction of Rain Water Harvesting Reservoir (Azadi Ka Amrit Sarovar) of size 60.00 mtr x 18.00 mtr at Karmatang-IX village near Primary School at Rampur Panchayat under Sub Division No.I, NACD, APWD, Mayabunder.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

All kinds of soil.

Extra rates for quantities of works, executed:

In or under water and/or liquid mud, including pumping out water as required (20% rate of respective item)

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

All kinds of soil

Supplying and stacking at site.

90 mm to 45 mm size stone aggregate

Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :

100 mm diameter pipe

Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :

100 mm diameter pipe

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :

100 mm diameter Class I

Providing and fixing made of G.I. wire of dia. 4mm, PVC coated to achieve outer dia not less than 5mm in required colour and shade chain link fabric fencing of required width in mesh size 25x25mm made of G.I. wire of dia 3mm including strengthening with 2mm dia wire or nuts, bolts and washers including earthwork in excavation, for post for a dimension of (0.80x0.80x0.70), filling available with excavated earth, laying CC 1:4:8 having size (0.60x0.60x0.10) and pedestal CC 1:2:4 having size (0.30x0.30x0.60) with M.S Angle post placed at required distance, embeded in cement concrete every 15th post, last but one end post and corner post shall be structed on both sides and end post one side only, providing with M.S. flat of 40x6mm horizontal and two diagonals at an interval of 2.50 mtr., painting in the angle and flat with primering coat and anti corrosive paint as required complete as per the direction of Engineer-in-charge.

Carriage of stone aggregate by head load for an average lead of 200.00 mtr.

NEHA BUILDERS AND ROADWAYS

K THANKACHAN AND SONS

T CHANDRA SEKHAR

BHAGWAN SINGH