Public Works Department-PWD has published Tender For Road Restoration Cut By Dli And Other Agencies At Outer Ring Road To B . J . Marg Under Pwd Division South West Road-I During 2020-21 Under Sub Division-I. Submission Date for this Tender is 16-07-2020. Road Work Tenders in New Delhi Delhi. Bidders can get complete Tender details and download the document.
| Name of Work: Road Restoration Cut by DLI and Other agencies at Outer Ring Road to B. J. Marg Under PWD Division South West Road-I during 2020-21 Under Sub Division-I. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed :\nAll kinds of soil\n | 2040 | sqm | |
| 2 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.\nAll kinds of soil\n | 737 | cum | |
| 3 | 3 | 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 m and lift upto 1.5 m. | 184 | cum | |
| 4 | 4 | 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\nAll works upto plinth level :\nM-10 grade plain cement concrete (cement content considered @ 220 kg/cum)\n | 204 | cum | |
| 5 | 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.\nAll works upto plinth level\n | 73 | cum | |
| 6 | 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\nCement mortar 1:6 (1 cement : 6 coarse sand)\n | 21 | cum | |
| 7 | 7 | 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.\nIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works\n | 3900 | kg | |
| 8 | 8 | 12 mm cement plaster of mix :\n1:6 (1 cement: 6 fine sand)\n | 90 | sqm | |
| 9 | 9 | 15 mm cement plaster on the rough side of single or half brick wall of mix :\n1:6 (1 cement: 6 fine sand)\n | 90 | sqm | |
| 10 | 10 | Finishing walls with water proofing cement paint of required shade :\nNew work (Two or more coats applied @ 3.84 kg/10 sqm)\n | 180 | sqm | |
| 11 | 11 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :\nTwo or more coats on new work\n | 639 | sqm | |
| 12 | 12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :\nOne or more coats on old work\n | 500 | sqm | |
| 13 | 13 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.\nNominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)\n | 43 | cum | |
| 14 | 14 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.\nWith medium setting bitumen emulsion\nOn W.B.M / W.M.M. @ 0.4kg/sqm\n | 1134 | sqm | |
| 15 | 14.1 | On bituminous surface @ 0.25kg/sqm | 4968 | sqm | |
| 16 | 15 | 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.\n50 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.\n | 57 | cum | |
| 17 | 16 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface 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.\n50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5 0% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.\n | 57 | cum | |
| 18 | 17 | 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.\n40/50 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.\n | 192 | cum | |
| 19 | 18 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 52 | cum | |
| 20 | 19 | 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.\nWith material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30\n | 284 | cum | |
| 21 | 20 | 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 mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 340 | cum | |
| 22 | 21 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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. | 1020 | metre | |
| 23 | 22 | 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. | 2040 | sqm | |
| 24 | 23 | 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 Engineer- in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | 510 | sqm | |
| 25 | 24 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) | 255 | metre | |
| 26 | 25 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | 306 | sqm | |
| 27 | 26 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications & direction of Engineer- in-Charge. \n60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.\n | 1890 | sqm | |
| 28 | 27 | Disposal of malba/building rubbish by mechanical transport including loading, unloading and spreading with all lead and lift upto nearest authorized MCD dumping ground complete as per direction of Engineer-in-Charge. (Payment will be made on production of MCD receipt for payment of ground tax. MCD dumping ground tax if any shall be reimbursed separately on production of receipt). | 667 | M.T | |
| 29 | 28 | Except Item No. 27 Add Cost Index on DSR Items @ 15.69% (Rs. 86,95,772 - Rs. 1,63,749) | item29 | 1 | each |
| 30 | 29 | Except Item No. 27 Less Mandatory Cut @ 9.50% (Rs. 1,00,34,446 - Rs. 1,63,749) | item30 | 1 | each |
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