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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹4.6 Cr
EMD Value
₹9.1 L
Closing Date
30 Sept 2026, 3:00 pmClosed
EE,NMD-1,DDA
EE,NMD-1,DDA
Restoration of road in front of Bhlaswa Golf Course towards Mukundpur village at Bhalswa
2026_DDA_927338_1
36/EE/NMD-I/DDA/2026-27
Open Tender
Civil Works
Works
90 days
Pitampura
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹9.1 L
1 Oct 2026
23 Sept 2026
1 Oct 2026
23 Sept 2026
30 Sept 2026
23 Sept 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in manual means in foundation trenches or drains (not exceeding 1.5 m 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. | 583 | cum | 260.3 | ₹1,51,754.9 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 738 | cum | 2,434.25 | ₹17,96,476.5 |
| 3 | Laying, spreading and compacting available excavated earth mixed with C&D waste to specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-12 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | 1,173 | cum | 1,046.95 | ₹12,28,072.35 |
| 4 | 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-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 738 | cum | 2,924.85 | ₹21,58,539.3 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 920 | cum | 7,178.75 | ₹66,04,450 |
| 6 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
(a) Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | 1,461 | cum | 11,098.45 | ₹1,62,14,835.45 |
| 7 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
(a) Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | 7,560 | per cm depth per cm width per meter length | 8.65 | ₹65,394 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 615 | sqm | 392.15 | ₹2,41,172.25 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) attached pilasters, including butteresses, plinth and string courses etc. | 2,798 | sqm | 842.5 | ₹23,57,315 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform | 384 | sqm | 927.25 | ₹3,56,064 |
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