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| 1 | Civil works |
| 2 | 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. |
| 3 | 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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 |
| 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 plinthbeam |
| 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. roof Beam |
| 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. In Column of Ground Floor |
| 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 slab |
| 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 lintel |
| 12 | 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 chhajja |
| 13 | 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.) |
| 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 foundation and plinth 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 .. |
| 15 | 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. |
| 16 | 6mm thick cement plaster (1:4) to RCC surfaces including watering and curing and cost with cost , carriage of all materials and cost of all labours, T&P required to complete as per direction of EIC. Ground floor |
| 17 | 12mm (1/2”) thick Grading concrete (1:4) with neat cement punning over bituminous paint out the joints including watering and curing etc. complete with cost, conveyance, royalty and cost of all materials and cost of all labour, T&P, required for the work complete as per specification & direction of EIC. (IN GF) |
| 18 | 20mm thick grading plaster in C.M. (1:4) over top of roof slab mixing with water proofing compound 2% including watering curing with cost, conveyance royalty of all materials, cost of all labour and T&P required for the work etc. complete as directed by EIC. (IN FF) |
| 19 | Supplying all materials, labour T&P, and making rain beat to cornice of roof slab / chajja of size 25mm x 12mm with C.M. (1:3) including cost, conveyance, royalties of all materials, cost of all labour, T&P & scaffolding required to complete the work as per direction of EIC. |
| 20 | Supplying, fitting and fixing of M.S grills, grill gates with top and bottom rails, steel windows, steel doors, steel frames for doors and windows, staircase and parapet railing ( as per I.S. specification and as per approved drawings ) in proper position in all floors and at all height including making holes to brick walls/ R.C.C structure / wood work etc. and making good to the damaged walls/ structures with cement concrete (1:2:4) with black hard crusher broken granite stone chips of 12mm to 20mm size (20mm size not to exceeds 25%) including watering and curing etc. complete in all respect as directed by the Engineer in charge (W.I. / M.S. windows grills, grill gates, collapsible gates with top and bottom rails, steel windows, steel doors, steel frames for doors and windows, staircase and parapet railings square bar along with required nos. of nails and screws and other required materials of approved quality and approved size shall be supplied by the contractor at his own cost.) Ground Floor |
| 21 | 2.5 cm (1'') thick A.S flooring with C.C of prop. (1:2:4) including punning using 12mm size black hard crusher broken granite chips over PCC (1:3:6) in ground floor and after chipping and chiseling the top of floor slabs in upper floor laid to proper slope including rounding of corners,watering and curing with cost,conveyance,royalities of all materials and cost of all labour,T & P required for the work etc.as per direction of Engineer in charge. (In GF) |
| 22 | Finishing wall surface with Acrylic wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labour T&P etc complete as per direction of EIC |
| 23 | Providing two coats of plastic emulsion painting of approved shade (Washable type) over a coat of primer to give an even shade to surface of wall, including cost, conveyance of all materials, cost of all labour, T&P required for the work etc. complete as directed by EIC. (Paints of Berger/ ICI/ Nerolac / Asian to be used). (In GF) |
| 24 | 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.) |
| 25 | 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 |
| 26 | 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. |
| 27 | 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) |
| 28 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. - Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade TATAWIRON |
| 29 | Supplying , fitting and Fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with balustrade of size 32mm x 32mm x 2mm @ 0.90 mtr C/C and stainless steel square pipe bracing of size 32mm x 32mm x 2mm in three rows in staircase as per approved design and specification , buffing, polishing etc. with cost, conveyance, royalties of all materials, labour, T&P, etc. required for the complete in all respects as per direction of EIC. |
| 30 | Filling in foundation and plinth or floor with excavated earth or moorum or extra good earth including laying, watering and ramming in 23 Cm (9\\") thick layers with all necessary leads and lifts complete inclusive of all cost of labour T&P etc. complete as per direction of EIC. Please Enable Macros to View BoQ information |