Loading…
Loading…
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 | L1₹23.7 CrAccepted-Finance 175 MIG FLATS PRASAD NAGAR NEW DELHI 1100055 | NEW DELHI | CENTRAL DELHI | DELHI | 110005 | L1 | Accepted-Finance Accepted | |
| 2 | L2₹24.3 Cr+₹58.6 L (2.47%)Accepted-Finance E 165 SHASTRI NAGAR DELHI 110052 | NORTH DELHI | DELHI | 110052 | L2 | Accepted-Finance Accepted | |
| 3 | L3₹24.7 Cr+₹99.1 L (4.18%)Accepted-Finance WZ 3 KAILASH PARK OPP KIRTI NAGAR PUNJAB NATIONAL BANK NEW DELHI 110015 | NEW DELHI | NEW DELHI | DELHI | 110015 | L3 | Accepted-Finance Accepted | |
| 4 | L4₹25.6 Cr+₹1.9 Cr (8.01%)Accepted-Finance 128 B BLOCK AD SHALIMAR BAGH POORVI NEW DELHI DELHI 110 088 | DELHI | NORTH WEST DELHI | DELHI | 110088 | L4 | Accepted-Finance Accepted | |
| 5 | L5₹26.2 Cr+₹2.5 Cr (10.7%)Accepted-Finance | L5 | Accepted-Finance Accepted |
Tender Value
₹35.5 Cr
EMD Value
₹45.5 L
Closing Date
24 Oct 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer PWD Division M-111 New Delhi
O/o EE PWD Dn. West Road-1, R.R.Lines, Ring Road, New Delhi-110010
Strengthening of various Bituminous roads under West Road Division-1, PWD, New Delhi during 2025-26 (SH1 Strengthening of Sant Bairwa Marg with Titarpur Drain) (SH 2 Strengthening of Devki Nandan Marg) (SH 3 Strengthening of AD-1 to BF-31 Tagore Gdn
2025_PWD_279227_1
06/CE/North/PWD/2025-26 (33/EE/PWD-WD/2025-26)
Open Tender
Civil Works
Percentage
240 days
Under WR-12
Please refer Tender documents.
18 documents required · 18 mandatory
₹0
₹45.5 L
Chief Engineer, North Maint. Zone, PWD 5th Floor
12 Nov 2025
3 Oct 2025
24 Oct 2025
3 Oct 2025
24 Oct 2025
3 Oct 2025
10 Oct 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 |
|---|---|---|---|---|---|
| 1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.1 | All kinds of soil. | 1,496 | Cum | 177.5 | ₹2,65,540 |
| 2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. Note : Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works up to plinth level: | |||||
| 2.1 | Concrete of M25 grade with minimum cement content of 300 kg /cum | 940 | Cum | 9,439.05 | ₹88,72,707 |
| 3Providing 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 | |||||
| 3.1 | On W.B.M / W.M.M. @ 0.4Kg/Sqm | 2,69,515 | Sqm | 21.2 | ₹57,13,718 |
| 3.2 | On bituminous surface @ 0.25Kg/Sqm | 3,14,322 | Sqm | 14.05 | ₹44,16,224.1 |
| 4Construction 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. | |||||
| 4.1 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 550 | Cum | 2,784 | ₹15,31,200 |
| 4.2 | With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 | 550 | Cum | 2,924.85 | ₹16,08,667.5 |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 4.41 MB
BOQ_368522.xls
BOQ • 0.44 MB
Corrigendum_CRIF.pdf
PDF • 0.58 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .