Delhi Transport Corporation has published Construction Of Boundary Wall At Dtc Bus Terminal , Dheerani Johar At Narela . . Submission Date for this Tender is 15-12-2020. Wall construction Tenders in DTC Bus Terminal, Dheerani Johar at Narela. Delhi. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 26-Nov-2020 | Change / correction in tender document | Other | 15-12-2020 |
| Name of Work: Construction of boundary wall at DTC Bus Terminal, Dheerani Johar at Narela. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. a) All kinds of soil. \n | item1 | 895 | cum |
| 2 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level a) 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).\n | item2 | 81 | cum |
| 3 | 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\n a) Cement mortar 1:4 (1 cement : 4 coarse sand.) | item3 | 445 | cum |
| 4 | 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :\n a) Cement mortar 1:4 (1 cement : 4 coarse sand). | item4 | 111 | cum |
| 5 | 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and\nreinforcement - All work up to plinth level :\na) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | item5 | 75 | cum |
| 6 | 6 | 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 :\na) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | item6 | 45 | cum |
| 7 | 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,\nbands, 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) : 3 graded stone aggregate 20 mm nominal size). | item7 | 50 | cum |
| 8 | 8 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :\n a) Foundations, footings, bases of columns, etc. for mass concrete | item8 | 345 | sqm |
| 9 | 9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: a) Lintels, beams, plinth beams, girders, bressumers and cantilevers. | item9 | 320 | sqm |
| 10 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: a) Columns, Pillars, Piers, Abutments, Posts and Struts. \n | item10 | 655 | sqm |
| 11 | 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. \n a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | item11 | 15625 | Kg |
| 12 | 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.\n a) Thermo-Mechanically Treated bars of grade Fe-500 D or more. | item12 | 5625 | Kg |
| 13 | 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.\na) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | item13 | 24700 | kg |
| 14 | 14 | 15 mm cement plaster on rough side of single or half brick wall of mix:\na) 1:6 (1 cement: 6 coarse sand). | item14 | 1460 | sqm |
| 15 | 15 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2\n(1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). | item15 | 1660 | sqm |
| 16 | 16 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-inCharge. | item16 | 3320 | metre |
| 17 | 17 | Extra for using marble chips in place of stone grit in the item of washed stone grit plaster | item17 | 3320 | sqm |
| 18 | 18 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :\na) Two or more coats on new work. | item18 | 330 | sqm |
| 19 | 19 | Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.sand and aggregate derived from natural sources.\nNote : (1) Excess/less cement used than specified in this item is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC." a) M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). | item19 | 76 | cum |
| 20 | 20 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush\netc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately).\n(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | item20 | 152 | cum |
| 21 | 21 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m 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 tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) \n | item21 | 350 | metre |
| 22 | 22 | Add cost index @ 15.69 % on DSR-2016 = | item22 | 1.15058e+07 | each |
| 23 | 23 | Deduction Less @ 9.50% as per Delhi Govt. Order ( - ) = | item23 | 1.33111e+07 | each |
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