Public Works Department-PWD has published A/R M/O Various Road Under Sub-Division M-2111 During 2019-20 . ( Sh- Widening Of Service Road And Exit Of Anand Vihar Railway Station And Dtc Bus Terminal On Road No- 56 . ) . A/R And M/O Various Road Under Sub-Division M-2111 During 2019-20 . ( . Submission Date for this Tender is 06-05-2020. Road Work Tenders in E.E. PWD M-211, NH-24, 2nd NIZAMUDDIN BRIDGE DELHI Delhi. Bidders can get complete Tender details and download the document.
| Name of Work: A/R & M/O various road under Sub -Division M-2111 during 2019-20.(SH:Widening of Service Road and Exit of Anand vihar Railway Station and DTC Bus terminal on Road No- 56.). Recall | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.1 | All kinds of soil | 400 | cum | |
| 3 | 2 | Providing and laying in position ready mixed plain cement concrete, with 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. Note : 1) Excess/less cement used than specified in this item is payable/ recoverable separately | |||
| 4 | 2.2 | All works upto plinth level : | |||
| 5 | 2.3 | M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | 20 | cum | |
| 6 | 3 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : | |||
| 7 | 3.1 | Foundations, footings, bases of columns, etc. for mass concrete | 20 | sqm | |
| 8 | 3.3 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | 60 | sqm | |
| 9 | 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||
| 10 | 4.1 | Thermo-Mechanically Treated bars of grade Fe-500D or more | 2160 | Kg | |
| 11 | 5 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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.Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately) | |||
| 12 | 5.1 | All works upto plinth level | 42 | cum | |
| 13 | 6 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | |||
| 14 | 6.1 | Two or more coats on new work | 601 | sqm | |
| 15 | 7 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||
| 16 | 7.1 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 47 | cum | |
| 17 | 8 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | |||
| 18 | 8.1 | In cement mortar | 7 | cum | |
| 19 | 9 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | 1200 | Kg | |
| 20 | 10 | 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 | 450 | cum | |
| 21 | 11 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion | |||
| 22 | 11.1 | On W.B.M / W.M.M. @ 0.4kg/sqm | 695 | sqm | |
| 23 | 11.2 | On bituminous surface @ 0.25kg/sqm | 2095 | sqm | |
| 24 | 12 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge | |||
| 25 | 12.1 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 77 | cum | |
| 26 | 13 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge | |||
| 27 | 13.1 | 40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 56 | cum | |
| 28 | 14 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of requiredsize, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer--in-charge. | |||
| 29 | 14.1 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm | 5 | each | |
| 30 | 15 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | |||
| 31 | 15.1 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 139 | cum | |
| 32 | 16 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | 139 | cum | |
| 33 | 17 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 118 | sqm | |
| 34 | 18 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). | 59 | sqm | |
| 35 | 19 | Refixing of MS grill in position including necessary repairs as straightning, bending, cutting, welding damaged welding joints , holding / supporting the heavy grill with struts, ballies in position till hardening of concrete , etc all complete as per direction of engineer in charge. | 1200 | Kg | |
| 36 | 20 | Providing & fixing at on near ground level RCC Factory made jersy barrier of M-30 grade of required size & shape including 8 mm dia steel work 150mm centre to centre all round as per drawing enclosed of manufacture K.K. Terra Farma or equivalent to the required line and level and curvature, jointed with cement motor 1:3 (1 Cement :3 coarse sand) including making joints with or without groves (thickness of joints except on sharp curve shall not be more than 5mm) including making drainange opeming where ever required and hooks for lifting etc. as per direction of Engineer-in-Charge. | 81 | cum |
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