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| 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform. |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 6 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand. |
| 7 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and of required shade and colour complete to give and even shade. Old work (one or more coats). |
| 8 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 9 | Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (One or more coat applied @ 0.90 ltr/10 sqm). |
| 10 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge With cement mortar 1:4 (1cement: 4 coarse sand) |
| 11 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty Float glass panes of thickness 4 mm. |
| 12 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work 15 mm dia. nominal bore. |
| 13 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work 20 mm dia. nominal bore. |
| 14 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work 25 mm dia. nominal bore. |
| 15 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work 80 mm dia. nominal bore. |
| 16 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore. |
| 17 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore. |
| 18 | Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :80 mm diameter pipe. |
| 19 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : Class II. |
| 20 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 65 mm nominal bore. |
| 21 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 80 mm nominal bore. |
| 22 | Silt clearance from Sedimentation cum storage tank with all lift and lead up to 50 Mtr. Silt to be disposed outside the Headworks boundaries. Disposed silt to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Silt clearance is to be carried out by means of mechanical system i.e.Tractor craw/Trolley or any other mechanical system. No extra payment shall be done for lift . This work also involves dressing of bottom which is to be done manually and there shall be no damage to lining and LDPE film of tank. Work is to be done as per direction of Engineer In Charge and technical specifications. |
| 23 | Supplying & Filling good quality unscreen sand (bajri) from approved quarry i/c screening of sand desire specification (to be seived by 2 seive to achieve UC 3-5 and typical size 0.2-2.38 mm of sand) & above nominal size from approved quality i/c loading, transportation & unloading by truck & filling manual/machenical in layers, lead upto 50 mtrs & 1.5 mtr lift as per direction of Engineer-in-charge. |
| 24 | Supplying & Filling good quality stone aggregates from approved quality and size 8-12 mm & 10-20 mm nominal size i/c loading, transportation & unloading by truck & filling manual/machenical in layers, lead upto 50 mtr & 1.5 mtr lift as decided by Engineer-in-charge. |
| 25 | Removing & Re-fixing of pipes for under drainage system including cleaning of one end plugged pipes and fixing /embedded in CM 1:4 on one end and fixing other end in collecting channel with CM 1:4 with all Material etc.(Excl.cost of pipes) This job, also, includes Making 4mm dia holes if required in pipes @15 cm c/c in zig-zag pattern. Please Enable Macros to View BoQ information |
