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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹2.5 CrAccepted-Finance | L 1 | Accepted-Finance Required documents found ok hence accepted. | |
| 2 | L 2₹2.8 Cr+₹37.5 L (15.2%)Accepted-Finance 43 BQ BLOCK SHALIMAR BAGH NORTH WEST DELHI 110088 | NORTH | DELHI | 110088 | L 2 | Accepted-Finance Required documents found ok hence accepted. | |
| 3 | L 3₹3.1 Cr+₹62.4 L (25.3%)Accepted-Finance HOUSE NO 91 NEAR HARJAN CHOUPAL BAJGHERA GURUGRAM HARYANA 122017 | GURUGRAM | GURUGRAM | HARYANA | 122017 | L 3 | Accepted-Finance Required documents found ok hence accepted. | |
| 4 | L 4₹3.3 Cr+₹83.9 L (34.0%)Accepted-Finance A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 | NEW DELHI | DELHI | 110001 | L 4 | Accepted-Finance Required documents found ok hence accepted. | |
| 5 | L 5₹3.3 Cr+₹86.5 L (35.1%)Accepted-Finance A 7 62 SECTOR 15 ROHINI DELHI 110089 | NEW DELHI | NEW DELHI | DELHI | 110089 | L 5 | Accepted-Finance Required documents found ok hence accepted. |
Tender Value
₹6.1 Cr
EMD Value
₹12.1 L
Closing Date
27 Mar 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE PWD CRMD M-312
Civil Road Maintenance Division M-312 PWD (NCTD), Road No.43 Sainik Vihar Near Keshav Mahavidyalaya, New Delhi-34
Comprehensive maintenance of roads under PWD, North West Road Division-2 during 2025-26 and 2026-27. (SH Patch repair work under Sub Division NW R-21 and NW R-25).
2025_PWD_269553_1
64/EE/NWR-2/PWD/2024-25
Open Tender
Civil Works - Roads
Works
730 days
O/O EE PWD CRMD M-312
As per NIT attached.
19 documents required · 19 mandatory
₹0
₹12.1 L
Yes
17 Apr 2025
13 Mar 2025
27 Mar 2025
13 Mar 2025
27 Mar 2025
13 Mar 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 rapid setting bitumen emulsion
On W.B.M / W.M.M. @ 0.4kg/sqm | 23,443 | Sqm | 13.45 | ₹3,15,308.35 |
| 1.2 | On bituminous surface @ 0.25kg/sqm | 87,417 | Sqm | 9.2 | ₹8,04,236.4 |
| 2 | 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 equipped 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 specifications and directions of Engineer-in-Charge.
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. | 2,411 | Cum | 11,129.55 | ₹2,68,33,345.05 |
| 3 | 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 equipped 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.
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. | 2,395 | Cum | 12,126.2 | ₹2,90,42,249 |
| 4 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | 670 | Sqm | 747.8 | ₹5,01,026 |
| 5 | 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.
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 646 | Cum | 2,784 | ₹17,98,464 |
| 6 | 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 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. | 646 | Cum | 2,914.3 | ₹18,82,637.8 |
| 7 | DSR 2023 correction factor is 0.973 as per OM 158/SE (TAS)/GST/2024/02-E dt. 08.08.2024 | 1 | Each | 16,51,786 | ₹16,51,786 |
| 8 | Cold Milling of Asphaltic Surface/Pavement (Removal of BC/DBM or any asphaltic material from road Surface/Concrete Surface) in thickness of 25 to 100 mm so as to below in shape, slope and undamaged workable to lay fresh layer of asphaltic material in line, level, size, depths directed by Engineer-in-Charge including transportation and disposal of removed material from site for all lift and leads, cleaning of surface and making good or asphalting work including local repair of damages/ distress occur after milling etc. complete as per method and machinery prescribed in IRC. | 1,959 | Cum | 1,157.7 | ₹22,67,934.3 |
| 9 | Credit for salvage value of milled bituminous material received from cold milling but not used in the recycled bituminous mix. | 1,959 | Cum | 638.2 | ₹12,50,233.8 |
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