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| 1 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- |
| 2 | First Depth |
| 3 | Second Depth |
| 4 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. |
| 5 | Plain Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means |
| 6 | Providing and laying in position Standardised Concrete Mix M-25 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. |
| 7 | Below 1.50m to 4.5m depth from G.L |
| 8 | Below G.L upto 1.50m depth |
| 9 | Above G.L upto 4.50m height |
| 10 | Above 4.50m to 7.32m ht., from Gl |
| 11 | Above 7.32m to 10.98m hit., from GL |
| 12 | Above 10.98m to 14.64m ht., from G.L |
| 13 | Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. |
| 14 | Above 14.64m ht., to 18.30m ht., |
| 15 | Above 18.30 m to 21.96m ht., from G.L |
| 16 | Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood) joints of 10cm x 6.5cm spaced at about 90cm c/c and supported by Casurina props of 10cm to 13cm dia. At 75cm c/c complying with standard specification and as directed by the Officers concerned. |
| 17 | Plain Surface |
| 18 | Up 3.30m height above GL and Below GL |
| 19 | From 3.30m to 4.30m height |
| 20 | From 7.30m to 8.30m height |
| 21 | From 11.30m to 12.30m height |
| 22 | From 15.30m to 16.30m ht. |
| 23 | Centering for square coloumn |
| 24 | Below GL and up to 3.30m height |
| 25 | From 3.30m to 4.30m height |
| 26 | From 4.30m to 5.30m height |
| 27 | From 5.30m to 6.30m height |
| 28 | From 6.30m to 7.30m height |
| 29 | From 7.30m to 8.30m height |
| 30 | From 8.30m to 9.30m height |
| 31 | From 9.30m to 10.30m height |
| 32 | From 10.30m to 11.30m height |
| 33 | From 11.30m to 12.30m height |
| 34 | From 12.30m to 13.30m height |
| 35 | From 13.30m to 14.30m height |
| 36 | From 14.30m to 15.30m height |
| 37 | CURVED SURFACE |
| 38 | Below GL and up to 3.30m height |
| 39 | From 3.30m to 4.30m height |
| 40 | From 14.30m to 15.30m height |
| 41 | CIRCULAR COLUMN |
| 42 | Below GL and up to 3.30m height |
| 43 | From 3.30m to 4.30m height |
| 44 | From 4.30m to 5.30m height |
| 45 | From 5.30m to 6.30m height |
| 46 | From 6.30m to 7.30m height |
| 47 | From 7.30m to 8.30m height |
| 48 | From 8.30m to 9.30m height |
| 49 | From 9.30m to 10.30m height |
| 50 | From 10.30m to 11.30m height |
| 51 | From 11.30m to 12.30m height |
| 52 | From 12.30m to 13.30m height |
| 53 | From 13.30m to 14.30m height |
| 54 | From 14.30m to 15.30m height |
| 55 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steelreinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) |
| 56 | Painting New Plastered Wall Surface with Two finishing coats of ready mixed (Emulsion) of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification and as directed by the departmental officers.(The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) |
| 57 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of redoxide paint as per approved Type Design and as directed by TWAD boardofficers. |
| 58 | Labour charges for Painting TWAD Board Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables, one coat of base paint, scaffolding charges including painting NRDWP Logo on the ServicenReservoirs. |
| 59 | Supply, Delivery and Fixing of GI Specials |
| 60 | 80mm GI Pipe |
| 61 | 80mm GI Coupling |
| 62 | 80mm GI Flange |
| 63 | 80mm Gate valve |
| 64 | 100mm GI Pipe |
| 65 | 100mm GI Coupling |
| 66 | Supply and fixing of 600mm dia FRC manhole frame to have clear opening of 600mm dia to suit 600mm dia FRC Cover Please Enable Macros to View BoQ information |