Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹45.7 LAccepted-Finance | ₹45.7 L | L-1 | Accepted-Finance Accepted |
| 2 | L-2₹46.1 LAccepted-Finance A 334 GALI NO 8 A BLOCK SHRI RAM COLONY RAJIV NAGAR DELHI 110094 | DELHI | NORTH EAST DELHI | DELHI | 110094 | ₹46.1 L | L-2 | Accepted-Finance Accepted |
| 3 | L-3₹47.6 LAccepted-Finance | ₹47.6 L | L-3 | Accepted-Finance Accepted |
| 4 | L-4₹49.4 LAccepted-Finance | ₹49.4 L | L-4 | Accepted-Finance Accepted |
| 5 | L-5₹49.9 LAccepted-Finance | ₹49.9 L | L-5 | Accepted-Finance Accepted |
Tender Value
₹91.4 L
EMD Value
₹1.8 L
Closing Date
30 Mar 2026, 3:00 pmClosed
Executive Engineer, PWD, SER-1, New Delhi
O/o Executive Engineer, PWD, SER-1, New Delhi-110065
A/R and M/O PWD various roads under Sub Division SER-13 of Division South East Road-1, Delhi. During 2025-26. (SH- Repair of damaged drain from Kotla Mubarakpur Red Light to Moolchand Red Light).
2026_PWD_289167_1
104/EE/PWD/SER-1/2025-26
Open Tender
Civil Works
60 days
Assistant Engineer, SER-13
As per NIT
11 documents required · 11 mandatory
₹0
₹1.8 L
6 Apr 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
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 | Item Code |
|---|---|---|---|---|---|---|
| 0.0 | 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 getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge:
All kinds of soil | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | 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 and for all lift. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m.
All kinds of soil. | - | Each | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | 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 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 up to 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 upto plinth level : | - | - | - | - | BI01010001010000000000000515BI0100001118 |
| 0.9 | Concrete of M10 grade with minimum cement content of 220 kg /cum | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Concrete of M15 grade with minimum cement content of 240 kg /cum | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 0.0 | 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. | - | Kg | - | - | BI01010001010000000000000515BI0100001118 |
stage.html
html • 0.06 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 • 0.03 MB
Tendernotice_1.pdf
PDF • 3.23 MB
BOQ_383947.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid