Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 CrAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹21.3 Cr+₹14.0 L (0.66%)Accepted-Finance A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 | NEW DELHI | DELHI | 110001 | L2 | Accepted-Finance L2 | |
| 3 | L3₹21.6 Cr+₹46.9 L (2.22%)Accepted-Finance | L3 | Accepted-Finance L3 | |
| 4 | L4₹21.8 Cr+₹63.5 L (3.00%)Accepted-Finance | L4 | Accepted-Finance L4 | |
| 5 | L5₹23.9 Cr+₹2.8 Cr (13.1%)Accepted-Finance | L5 | Accepted-Finance L5 |
Tender Value
₹36.9 Cr
EMD Value
₹46.9 L
Closing Date
17 Jun 2025, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD Division M-112N/WR-2, Road No. 43, Sainik vihar, Delhi-110034
Improvement of Storm Water Drain, Footpath etc. on Guru Golwalkar Marg (Road No. 3) (Karala-Kanjhawala Road) from Jain Nagar to Kanjhawala Chowk upto Mungeshpur drain (Both Sides) under PWD Division WR-2, PWD, Delhi
2025_PWD_272803_1
01/CE/NORTH/PWD/2025-26 (07/EE/PWD M-112N/WR-2/2025-26)
Open Tender
Civil Works
Percentage
365 days
Sub Division WR-22
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹46.9 L
Chief Engineer, North Zone, PWD
20 Aug 2025
24 May 2025
17 Jun 2025
24 May 2025
17 Jun 2025
24 May 2025
3 Jun 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 | 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 up to 1.5 m. | 51,414 | cum | 196 | ₹1,00,77,144 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil. | 83,022 | cum | 177.5 | ₹1,47,36,405 |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 465 | Metre | 352.15 | ₹1,63,749.75 |
| 4 | Providing 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.
All works up to plinth level:
Concrete of M-10 grade with minimum cement content of 220 kg/cum. | 1,421 | cum | 8,835.15 | ₹1,25,54,748.15 |
| 5Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 5.1 | Foundations, footings, bases of columns, etc. for mass concrete | 5,582 | sqm | 392.15 | ₹21,88,981.3 |
| 5.2 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 50,787 | sqm | 842.5 | ₹4,27,88,047.5 |
| 0.9 | Suspended floors, roofs, landings, balconies and access platform | 12,586 | sqm | 927.25 | ₹1,16,70,368.5 |
| 0.0 | Edges of slabs and break in floors and walls
Above 20 cm wide | 2,688 | sqm | 879.05 | ₹23,62,886.4 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 6,67,001 | Kg | 107.85 | ₹7,19,36,057.85 |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.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
BOQ.xls
BOQ • 0.39 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 .