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| 1 | Earth work in excavation of foundation trenches in Hard soil soil including shoring, centring, shuttering, propping bullahs, piling and dewatering(if required) with dressing and levelling the bed and laying the excavated earth in layers not exceeding 0.3 m in depth at places away from work site and stacking of useful materials near by the work site with in intial leads and lifts including cost of all labour and T&P for the works etc. complete as directed by the Engineer-in-charge. |
| 2 | Supplying & filling in foundation & plinth with sand in 23.5cm(9 inch) thick layers including watering & ramming with cost, conveyance, royalties, taxes of the materials & labour with T&P required for the work etc.,complete as per direction of Engineer-in-Charge. (Measurement will be taken on finished compacted section only) |
| 3 | Supplying all materials, labour, T&P and providing cement concrete ( 1:3:6) with 40mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge |
| 4 | R.C.C.work of Grade M-20 having minimum compressive strength in work test of 200kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 20mm down graded size black crusher broken hard granite stone chips of approved quality & from approved quarry including hoisting, lowering & laying concrete & compacting by using vibrators, watering & curing for 4 (four) weeks centring, shuttering & finishing the exposed surface smooth providing grooves or beads where necessary including cost & conveyance royalties & taxes of all materials T&P & labour required for the work etc., complete in all respect but excluding cost & conveyance of M.S.Rods,HYSD bars or tor steel and binding wires of 18 to 20 gauge & labour charges for straightening, cutting, bending etc.,of the M.S.Rods or tor steel & binding wires & laying the grills in proper position as per direction of Engineer-in-Charge. A) Drain Base |
| 5 | Drain Wall |
| 6 | Drain Slab |
| 7 | Supplying, Cutting, Straightening coiled or bent up M.S. rods or Tor steel of SAIL(HYSD Fe-500) welding or jointing if necessary, bending, binding, tying the grills and laying in position as required for R.C.C. works and hoisting, lowering and placing in position in all floors according to approved designs and drawings including cost, conveyance, of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P etc. complete in all respect as directed by the Engineer-in-charge All reinforcement steel and structural steel shall be procured from primary producers of steel-SAIL/RINL/ TATA/ JINDAL(Panther)/ SHYAM STEEL. |
| 8 | Plain cement concrete (1:2:4) using 6mm to 12mm size (18mm not to exceed 25 percent) hard black broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete, watering and curing including cost of all labour T & P royalties etc. required for the work as directed by the Engineer-In-Charge |
| 9 | Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard stone including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
