Construction of 1 no D type Qtr at PHC Jamardihi

Earthwork in excavation of foundation in hard soil with all leads and lifts including dressing the sides and levelling the bed of the foundation including cost of all labour required for the work etc. complete with all other T &P required for the work and stacking the excavated materials away from the working area as directed by the Engineer-in-Charge including 1% Cess.

Supplying and filling foundation and plinth with sand well watered & rammed with cost, conveyance, royalty and taxes of all materials labour required for the work as per specification and direction of the Engineer-in-Charge including royalty of materials including 1% Cess.

Providing cement concrete M10 (1:3:6) using 40 mm HG Metal in luding cost conveyance of all material,ramming with rammers with cost, conveyance, royalty and taxes of all materials labour required for the work as per specification and direction of the Engineer-in-Charge including royalty of materials including 1% Cess.

Cement concrete work (1:2:4) using 12 mm to 20 mm size black hard crusher broken granite stone chips of approved quality from approved quarry including hoisting,lowering , laying and compacting concrete watering and curing for 28 days including finishing the exposed surface including cost , conveyance, royalties and taxes of all the materials and cost of all labour, T&P required for the work etc. complete in all respect including 1% cess as per direction of the Engineer-in-charge

Providing Cement Concrete (1:4:8) in foundation with 4cm nominal size of hand broken hard granite metal of approved quality from approved quarry including hoisting, lowering, and laying in postition in layers not exceeding 150mm. thick with proper packing and ramming to proper slope and level including watering, curing with cost, conveyance, royality, taxes, labour, T&P and all other materials required for the work, finishing the exposed surface smooth, providing grooves and beads where ever necessary etc. complete in all respect as per the specification and as per direction of the Engineer-in-Charge

R.C.C. M-25 having a minimum compressive strength(in work test) 250 Kg/cm.2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with I.S. 456 and I.S.516 using 20mm & down graded size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering laying and compacting concrete, watering and curing for 28days centering, shuttering, finishing the exposed surfacs inculding ceiling, smooth, providing grooves beads where necessary and providing, required No of fan Hooks as directed including, cost, conveyance, royalities and taxes of all materials and cost, of all labour and T & P required for the work etc. complete in all respect including 1% cess as per direction of the Engineer-in-Charge but excluding the cost of M.S.Rods or Tor steel and binding wire and labour charges for bending, binding and tying grills.

a) Column Base

b) Column & Beam

c) Plinth Band

d) Lintel Band

e) Chajja

f) Roof Slab

Cutting, streightening the bent up M.S./TS Rods bending, binding, welding, jointing if necessary and tying the grills and placing in position, as required for R.C.C work and for providing required No. of Fan Hooks hoisting, lowering, laying including, cost, conveyance, taxes of all M.S. Rods or Tor steel and binding wires of 118 to 20 gauge required for the work bending, binding and tying the grills in all floors (Payment will be made on weight of M.S. Rods or Tor steel only and no separate payment will be made towards the weight of binding wires) including 1% cess as per direction of the Engineer-in-Charge

Fly Ash bricks masonary (1:6) in foundation and plinth using 25cm x 12cm x 8 cm size bricks having crushing strength not less than 75 kg/cm2 including splays cutting, circular, moulding and corbelling, champhering and similar such type of works watering and curing etc. complete, including, cost, conveyance, royalities and taxes of all materials and cost of all labour and T & P required for the work etc. complete including 1% cess and as per the specification as directed by the Engineer-in-Charge

2.5cm Damp proof course with CC (1:2:4 ) using 12mm size chips including, cost, conveyance, royalities and taxes of all materials and cost of all labour and T & P required for the work etc. complete including 1% cess and as per the specification as directed by the Engineer-in-Charge

Fly Ash bricks masonary (1:6) in Superstructure using 25cm x 12cm x 8 cm size bricks having crushing strength not less than 75 kg/cm2 including splays cutting, circular, moulding and corbelling, champhering and similar such type of works watering and curing etc. complete, including, cost, conveyance, royalities and taxes of all materials and cost of all labour and T & P required for the work etc. complete including 1% cess and as per the specification as directed by the Engineer-in-Charge

12 mm thick cement plaster(1:6) over brick massonary finished smooth, after racking out the joints including watering, and curing with cost, conveyance, royalities and taxes of all materials, and cost of all labour and T & P required for the work complete including 1% cess as directed by the Engineer-in-Charge