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| 1 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5m (5 fts.) and lead upto 30m (100 fts.) & including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30m (100 fts.) from the foundation trenches. |
| 2 | From 0.00 mt to 1.50 mt, Sch No 2.8.1 |
| 3 | 1.50mt to 3.0 mt, Sch No 2.8.1+2.26.1 |
| 4 | Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation , Sch No 4.1.8 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete., Sch No 2.27 |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. R.C.C. work Above plinth Lvl. [R.C.C. Work in Slab] Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 7 | From + 0 LVL To + 20000 LVL & Above, Sch No 5.33.2.1 |
| 8 | From + 20000 LVL & Above M-30 (U. SLAB & WALL), Sch No 5.33.2.2 |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. R.C.C. work Above plinth Lvl. [R.C.C. Work in FOOTING] Concrete of M25 grade with minimum cement content of 330 kg /cumUpto Plinth Lvl. |
| 10 | From + 0 LVL To +20000 LVL, Sch No 5.33.2.1 |
| 11 | Add for using extra cement in the items of design mix over and above the specified cement content therein., Sch No 5.35 |
| 12 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. TMT Fe 500, Sch No 5.22.6 |
| 13 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc., Sch No 9.48.2 |
| 14 | Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950, Sch No 13.62.1 |
| 15 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry., Sch No 22.5 |
| 16 | Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand), Sch No 6.4.2 |
| 17 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. F.M.-2.25, Sch No 13.4.2 |
| 18 | 15Mm cement plaster in single coat on rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. F.M.-2.25, Sch No 13.5.2 |
| 19 | Finishing walls with acrylic emulsion paint of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat., Sch No 13.47.1 |
| 20 | Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work., Sch No 13.8 |
| 21 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. , Sch No 14.72 |
| 22 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate, Sch No 11.3.1 |
| 23 | Making drain with apron . 150 X 150mm, Sch No AR-1 |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 25 | Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick., Sch No 5.9.20 |
| 26 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick, Sch No 5.9.21 |
| 27 | Foundations, footings, bases of columns, etc. for mass concrete., Sch No 5.9.1 |
| 28 | Columns,Pillars, Piers, Abutments, Posts and Struts., Sch No 5.9.6 |
| 29 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 2nd class teak wood beading 62X19 mm., Sch No 10.29.1 |
| 30 | LIGHTNING PROTECTION/CONDUCTORS |
| 31 | Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing., Sch No SOR -2018,ELE 701 |
| 32 | Supply and fixing of horizontal air termination (roof conductor) of 25mm x 3mm G.I. strip, G.I. clamps on surface complete in all respects as approved by Engineerin- charge., Sch No SOR -2018,ELE 710 |
| 33 | Supply and fixing of vertical air termination final rod comprising of 300mm long x 25mm dia. GI rod with one pointed prong and 100mm dia x 3 mm thick base plate etc. complete in all respect., Sch No SOR -2018,ELE 712 B |
| 34 | Supply and fixing of vertical down conductor of 32mm x 6mm G.I. strip etc. on approved clamps on surface for lightning conductor complete in all respects (fo five and above storeyed building)., Sch No SOR -2018,ELE 713(A) |
| 35 | Supply and laying of 32 mm x 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect., Sch No SOR -2018,ELE 717 |
| 36 | Supply and fixing of testing joint of G.I. strip 32mm x 6mm and 150mm long with G.I. bolts and nut etc. complete in all respect., Sch No SOR -2018,ELE 719 |
| 37 | Supply of following sizes of CL. D/F pipes of class LA Including F.O.R destination and all taxes and insuravne etc |
| 38 | 100 mm dia nominal bore (inlet) Rate Approved by S. E. |
| 39 | 150 mm dia nominal bore (outlet) Rate Approved by S. E. |
| 40 | 100 mm dia nominal bore (wash out) Rate Approved by S. E. |
| 41 | 100 mm dia nominal bore (overflow) Rate Approved by S. E. |
| 42 | Supply & fidng of following Duck foot bend 150 mm dia & 100 mm dia |
| 43 | Puddle Collar |
| 44 | 150 mm dia nominal bore Rate Approved by S. E. |
| 45 | 100 mm dia nominal bore Rate Approved by S. E. |
| 46 | Bell Mouth Rate Approved by S. E. |
| 47 | 150 mm dia nominal bore Rate Approved by S. E. |
| 48 | Supply of following sizes of C.I. D/F sluice valve with hand wheels and cap, as per IS. 780/1969 fixing in posing and Jointing etc. complete at inlet, outlet Be washout. |
| 49 | 150 mm dia nominal bore Rate Approved by S. E. |
| 50 | 100 mm dia nominal bore Rate Approved by S. E. |
| 51 | Construction of Sluice Valve Chamber. Rate Approved by S. E. |
| 52 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared., Sch No 2.31 |
| 53 | EXTERNAL WATER SUPPLY |
| 54 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m: |
| 55 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia , Sch No 2.13.1.2 |
| 56 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :, Sch No 18.72 |
| 57 | 100 mm dia Ductile Iron Class K-7 pipes, Sch No 18.72.1 |
| 58 | 150 mm dia Ductile Iron Class K-7 pipes, Sch No 18.72.2 |
| 59 | 200 mm dia Ductile Iron Class K-7 pipes, Sch No 18.72.3 Please Enable Macros to View BoQ information |
