|
| 1 | BHARAT SANCHAR NIGAM LIMITED (A Govt. of India Enterprise) O/o Executive Engineer (C ) BSNL Civil Division-Kolkata NIT No:-01/WB/CD-KOL/BSNL/NIT/26-27 Dated: 20.05.2026 FINANCIAL BID Name of work : External repairing of front (road) side & left side of TE Building Bardhaman of Asansol BA. Name Of Bidder Sl. No Description of Items Qty Unit Rate Amount |
| 2 | Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : (a) 100 mm diameter 45.0 Each 2.0 90.0 |
| 3 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (a) 110 mm diameter 60.0 One Meter 2.0 120.0 |
| 4 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. (a) Bend 87.5° (i) 110 mm bend 2.0 Each 2.0 4.0 |
| 5 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 6 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 7 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : (a) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 1.0 One Cum 2.0 2.0 |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 10 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : (a) Lintels, beams, plinth beams, girders, bressumers and cantilevers 12.0 One Sqm 2.0 24.0 (b) Columns, Pillars, Piers, Abutments, Posts and Struts 13.0 One Sqm 2.0 26.0 (c) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards 120.0 One Sqm 2.0 240.0 |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. 471.0 One Kilogram 2.0 942.0 |
| 13 | 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. (a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 270.0 One Kilogram 2.0 540.0 |
| 14 | 12 mm cement plaster of mix : (a) 1:4 (1 cement: 4 coarse sand) 577.0 One Sqm 2.0 1154.0 |
| 15 | 6 mm cement plaster of mix : (a) 1:3 (1 cement: 3 fine sand) 164.0 One Sqm 2.0 328.0 |
| 16 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: (a) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). 14.0 One Sqm 2.0 28.0 |
| 17 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge (a) 25 mm average thickness 115.0 One Sqm 2.0 230.0 |
| 18 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. (a) Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. 115.0 One Sqm 2.0 230.0 |
| 19 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). (a) 12 mm average thickness. 115.0 One Sqm 2.0 230.0 |
| 20 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100grams/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with uilding/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work |
| 21 | Providing bamboo scaffolding including its shifting for replacing glass panels, painting, uprooting plant and another repairing works of building and S&P works for external works only with 10 cm. dia bamboo as main posts at the rate of 1 metre centre to centre and 7.5 cm. dia bamboo ties @ 0.75 metre apart fitting and fixing with necessary coir, nails etc. as per direction of the Engineer-in-charge. |
| 22 | Easing and oiling steel windows and doors by greasing and oiling in hings and handle etc.for easely opening and closing comfortly and complete. |
| 23 | Providing and fixing Beeta Box Hinge Section Window Hinges, Size: 1.25 Inch,1.50 Inch, Self to existing steel window all complete. |
| 24 | Uprooting of plants of all sizes grown on the building including taking out drainage / water supply pipes (if required) and refixing the same including applying chemicals and making good the wall all complete as per direction of Engineer-in-charge. Total 11378.0 |
