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| 1 | Earth work excavation of foundationin all kinds of soil including disposing and levelling the hed up to the required depth & removing the excavated earth and disposing the same away from the work site within initial lead of 50 mtr & initiallifts of 1.5 mtr including cost of all labour (T&P) articles required for the work including shoring, shuttering propping & dewatering if required etc complete in allrequired as per the specification & direction of theEngineer in charge. |
| 2 | Supplying and filling in foundation trenches and plinth with coarse river sand well watered and rammed in layers not exceeding 23 cm. in depth with all leads and lifts including cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 3 | Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard (crusher broken) granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering and curing etc. complete to required levels laid in layers not exceeding 6” thick including cost, conveyance, royalties and taxes of all materials and cost of all labours, watering and curing, sundries and T&P required for the work etc. complete as directed by Engineer-in-charge. |
| 4 | Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) of 200kg/cm2 in 15 cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite chips (20 mm. size chips not to exceeds 25 % ) and screened and washed sharp sand for mortar of approved quality from approved quarry to be mixed in concrete mixture including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debrises from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete but excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S.rods or Tor steel tying the grills and placing in proper position as directed by the Engineer in charge. A) Column footings |
| 5 | B) Plinth Bend |
| 6 | C ) Column in S/S |
| 7 | D) Lintel (Coping) |
| 8 | Cutting, Straightening coiled or bent up M.S. rods or Tor steel (Fe-500) SAIL make 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, taxes 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 (payment will be made according to the actual weight of M.S. rod / Tor steel consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost) |
| 9 | Fly Ash brick masonry in C.M.(1:6) using Fly Ash bricks of 25cm x 12cm x 8cm. Size having crushing strength not less than 75Kg/cm2 after immersing the bricks for six hours in water before use in foundation, plinth and basement and for ornamental flower beds, plinth moulding and similar such type of works with all necessary projections, cutting, moulding, corbelling, champhering, watering and curing including cost, conveyance, royalties and taxes of all materials and cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer in charge. |
| 10 | Fly Ash brick masonry in C.M. (1:6) using Fly Ash bricks of 25cm x 12cm x 8cm. Size having crushing strength not less than 75Kg/cm2 after immersing the bricks for six hours in water before use in superstructure including splays cutting, moulding, corbelling, champhering, watering and curing including cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work complete as directed by the Engineer in charge. |
| 11 | 12mm thick cement plaster in cement mortar (1:6)to outside wall & finishing smooth to smooth surface of brick walls after raking out the joints including watering and curing, rounding of corners with cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge. |
| 12 | 16mm thick cement plaster in cement mortar (1:6) finishing smooth to rough surface of brick walls after raking out the joints including watering and curing, rounding of corners with cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge. |
| 13 | Supplying, fitting and fixing in position M.S. grill of approved design in windows and ventilators made out of 35x35x6mm M.S. Angle &20mm. x 6mm. size M.S. flat / 10mm thick square bar including cutting the same to proper sizes, welding, chamfering and one coat of priming with red oxide and fixing with screws as may be required including cost, conveyance taxes of all materials, cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer-in-charge. |
| 14 | Supplying, fitting and fixing in position M.S. spiked grill of approved design made out of 16mm square bar & 40x40x6mm M.S.M.S. Angle frame & 25x6mm M.S. Flat welded with approved size square bars including cutting the angles and square bars to proper sizes, welding, chamfering and one coat of priming with red oxide etc. fitted and fixed to the masonry walls with C.C.(1:3:6) including cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries and T&P etc. required for the work complete in all respect as directed by the Engineer in charge. |
| 15 | Painting two coat to wood and/or iron works with enamel paint of approved shade and quality including sand papering and preparing the surface smooth including cost, conveyance and taxes of all materials and cost of all labour, scaffolding, sundries and T&P etc. required for the work complete as directed by the Engineer in charge. |
| 16 | Cement washing Two coats to plastered surfaces in all floors at all height including cost, conveyance and taxes of all materials and cost of all labour, curing, scaffolding and T&P. etc. required for the work etc. complete. |
| 17 | Painting towallswith water proof cement paint two coats of approved shade and quality in all floors at all heights including preparing the surface, watering, curing with cost, conveyance and taxes of all materials and cost of all labour, scaffolding, sundries and T&P etc. required for the work complete as directed by the Engineer in charge. |
| 18 | Clearing and grubbing road land including rank vegitation,grass,bushes,shrubs,sapplings and trees girth up to 300 mm removal of stumps of trees cut eariler and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc complete . |
