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| 1 | CHAPTER - I CIVIL WORK |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 3 | 1:3:6 (1 Cement : 3 coarse sand (zone-) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | 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, portland pozzolana / Odinary 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 specifid minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M-30 Grade with minium cement content of 350 Kg/cum. |
| 5 | All as per item No.3 above. All works above plinth level upto floor V level.Concrete of M-30 Grade with minium cement content of 350 Kg/cum. |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills,fillets, sunken floor etc., up to floor leve level, excluding the cost of centering, shuttering and Finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plith level to floor V level. Thermo-mechanically treated bars of grade Fe-500D or more. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to foor V level in |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 14 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 15 | Finishing walls with Acrylic Smooth exterior paint of required shade . New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 16 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates , angle or “Y” shaped sections including notching or making holes and spliting at bottom as required and similar works |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 18 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 19 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire. |
| 20 | Providing and fixing GI rozer wire blade concertina coil fencing with punched tape concertina coil 600 mmdia, having 50 nos rounds per 6 metre length, openable length ( total 90 m), upto 3 m height of wall with existing angle iron ‘Y’ or U shaped placed 2.4 m to 3.0 metre apart and with 9 horizontal R.B.T reinforced barbed wire, stud tied with G.I staples and G.I clips to retain horizontal, including necessary bolts or G.I barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 kg/metre. ( Cost of M S angle C C blocks shall be paid separately). |
| 21 | Pre moulded Joint filler , 25 mm thick for expansion joint |
| 22 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 23 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 20 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 24 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes Please Enable Macros to View BoQ information |
