| 1 | 1 | Earth work in excavation of foundation in hard soil including dressing and leveling the bed and depositing the soil within 50 m initial lead and 1.5 m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 m in depth and as per direction of the Engineer-in-charge. | | 180.7 | Cum |
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| 2 | 2 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour,labour cess, sundries, T&P required for the work etc. complete in all respect as per direction by the Engineer in charge. | | 32.92 | Cum |
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| 3 | 3 | Cement concrete of prop.(1:3:6) in foundation up to lowest bed level using crusher broken hard black granite metal of size 4cm down graded of approved quality from approved quarry as per approved design including hoisting,lowering,laying compacting concrete in layers not exceeding 6” thick, watering, curing for three weeks shuttering the exposed surfaces, finished smooth, providing grooves of beads where necessary including cost, conveyance, royalty, & taxes of all materials, with labour, T&P required for the work etc., complete in all respects including dewatering if required as per direction of Engineer-in-Charge. | | 32.92 | Cum |
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| 4 | 4 | R.C.C. work of M20 in following works using 12 mm. to 20 mm. (½” to ¾”) size (20 mm. not to exceed 25%) hard black crusher broken granite stone chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete, watering curing, centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour and T & P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S. rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding and tying the grills and placing in position. | | | |
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| 5 | 4.01 | Comumn Fooring & Base | | 58.02 | Cum |
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| 6 | 4.02 | Grade Beam Tie Beam to Main Gate | | 30.81 | Cum |
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| 7 | 4.03 | Column Superstructure | | 24.65 | Cum |
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| 8 | 4.04 | Cooping of Wall Top | | 15.26 | Cum |
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| 9 | 4.05 | Roof Slab | | 1.27 | Cum |
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| 10 | 6 | Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / Tiscon / RINL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge. | | 129.8 | Qntl |
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| 11 | 7 | Fly Ash brick masonary in Super Structure in cement mortar (1:6) in using CB Bricks of 25cm x 11cm x 8 cm having crushing strength not less than 75 Kg/Cm2 with dimentional tolerance +/- 8% including watering, curing and cost, conveyance, royality of all materials & cost of labour charges etc complete. | | 211.68 | Cum |
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| 12 | 8 | Supplying of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S. Door/ window grill with all labour, iron fitting fitted and fixed in all respect including cost of iron etc. complete. | | 835 | Kg |
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| 13 | 9 | Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. | | 961.52 | Sqm |
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| 14 | 10 | Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. | | 961.52 | Sqm |
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| 15 | 11 | Finishing wall surface with water proofing cement paint of approved shade finished smooth including cost of conveyance with cost of all materials, taxes, labour, T&P etc. complete. | | 1923.03 | Sqm |
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| 16 | 12 | Painting two coats to new Iron work with approved enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge. | | 12.91 | Sqm |
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| 17 | 13 | Supplying, fitting and fixing of Granite tile 20mmm thick of approved make and size as per I.S. 1273-1980 (1st Revision) and laid over 20mm thick cement mortar(1:4) as directed by Engineer-in-charge with neat cement slurry mixed with pigment to match the shades including rubbing and polishing etc. complete with cost of all materials, taxes labour, T&P etc. complete required for the work. | | 25.08 | Sqm |
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| 18 | 14 | Supplying & Fixing chequired tiles on 25mm thick bed of cement mortar 1:1 (1cement:1sand) joined with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete including cost of pre-cast tile. | | 19.69 | Sqm |
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| 19 | 15 | Carriage of excavated earth by mechanical means within 5KM lead to be utilised for site development (excluding loading charges) | | 60.23 | Cum |
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