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| 1 | Civil works |
| 2 | Dismantling brick or stone masonry in cement mortar under 3m height including stacking the useful materials for reuse and removing the debris within 50m lead. including cost of all labours,T & P required for the work etc. Complete as directed by EIC. |
| 3 | Earth work in excavation of foundation trenches in ordinary soil with 500 mtr. initial lead and 1.5m initial lift including rought dressing and levelling the bed and depositing the excavated materials at places away from the work site with all leads, lifts, T&P required for the work complete as per direction of EIC. |
| 4 | Excavation of foundation in laterite rock or any hard rock (other than granite or disintegrated rock) removed by chiselling including dressing and levelling the bed not exceeding 1.5 mt in depth and depositing the soil within 5.00 km lead as per specification approved by the department and as per direction of the EIC. |
| 5 | Filling foundation and plinth with river sand, well watered, rammed including cost, conveyance, royalties of materials, cost of all labour and T&P etc required to complete the work in all respect as per direction of EIC. |
| 6 | C.C of prop. (1:3:6) in foundation using 40mm. Size B.H.C.B chips of approved quality from approved quarry including lowering,laying concrete to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalities of all materials,cost of all labour,T&P etc required to complete the work in all respect as per direction of EIC. |
| 7 | R.C.C. work of M-25 having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Footing |
| 8 | R.C.C. work of M-25 having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In pedestal |
| 9 | R.C.C. work of M-25 having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. Plinth Beam |
| 10 | R.C.C. work of M-25 having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Column of Ground Floor |
| 11 | R.C.C. work of M-25 having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In slab |
| 12 | Supplying HYSD bars of approved quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work in all floors, including cost,conveyance of HYSD bars Fe500 and binding wires of 18 to 20 gauge and cost of labour,T & P and other materials complete in all respact as directed by the EIC. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire, lapping length & weight of chair if any will not be considered for measurement.) |
| 13 | Fly Ash. brick masonry of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) in super structure with approved grade cement and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading and taxes of all materials, cost of all labour, scaffolding, sundries, T&P etc required to complete the work in all respect as per direction of EIC .. |
| 14 | Fly Ash. brick masonry of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) in super structure with approved grade cement and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading and taxes of all materials, cost of all labour, scaffolding, sundries, T&P etc required to complete the work in all respect as per direction of EIC. (recoverd brick) |
| 15 | Supplying,fitting,hoisting, joist, M.S.Angle trusses of required span, purlines of required size and MS Hallow tubes as required and placing in position including cost of nut &bolts, necessary welding and polishing and all other materials required for the work, cost of all labour, T&P etc.complete as per specification and as per direction of EIC. |
| 16 | Supplying,fitting. Fixing, of 2 ply barbed wire fencing by means of staples and hooks including cost of all materials ,T & P ,to complete the work in all respect as per direction of EIC. |
| 17 | Painting two coats with appd. Brand of synthetic enamel paint of appd. Shade and quality over a coat of approved primer to iron works including cost of paint, primer, putty, scaffolding, cost of all labour and materials required for the work etc. comp. (paints of Berger, Nerolac, J&N & Asian ICI Brand is to be used.) |
| 18 | 12 mm (½\\") thick C.P. (1:6) for finished smooth to inside/outside surface of brick walls in all floors after racking out the joints including watering and curing etc. complete with cost, conveyance, royalty and taxes of all materials and cost of all labour, T&P, scaffolding required for the work comp as per specification & direction of EIC. In Ground Floor |
| 19 | 16mm (5/8\\") thick cement plaster with (1:6) for finished smooth to outside surface of brick walls in all floors racking out the joints including watering and curing etc. Complete. with cost , conveyance, royalty of all materials and cost of all labour, T&P, scaffolding etc requiredto complete the work as per specification & direction of EIC. |
| 20 | Providing weather coat two coats of approved brand and shade over a coat of cement primer to exterior surface of wall exposed to weather including cost of brush, scaffolding, staging charges with cost of all materials, labour, T&P etc. complete as directed by EIC. in GF (Make- ASIAN/ BERGER /DULUX) |
| 21 | Carriage of surplus excavated earth by mechanical means to an approved disposal location within a lead of 5 km, including cost of labour for loading and unloading, cost of carriage, hire charges of machinery and all incidental charges etc required to complete the work in all respect as per the direction of EIC Please Enable Macros to View BoQ information |
