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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical 00 BALOD CHIKHLAKASA WARD NO 03 DALLI ROAD DURG CHHATTISGARH 491228 | BALOD | CHHATTISGARH | 491228 | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹27.9 L
EMD Value
₹55,835
Closing Date
15 Oct 2026, 3:00 pmClosed
EXecutive Engineer
O/o the Executive Engineer, PWD Division West Road-2/M-112N, Road No. 43, Sainik Vihar, Delhi-1100034
Providing Services of Super Sucker Machine for Desilting and Cleaning of Existing NHAI Storm Water Drains beneath UER-II, Including Construction of Manholes and Other Miscellaneous Works under the Jurisdiction of Sub-Division WR-22.)
2026_PWD_299765_1
28/EE/PWD M-112N/2026-27
Open Tender
Civil Works
Percentage
60 days
Sub Division WR-22
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹55,835
17 Oct 2026
9 Oct 2026
15 Oct 2026
9 Oct 2026
15 Oct 2026
9 Oct 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 |
|---|---|---|---|---|---|
| 1Providing 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 @ 340Kg/Cum. Excess/Less cement used as per design mix is payable, recoverable separately | |||||
| 1.1 | .Cement concrete prepared with batch mixing machine. | 23 | cum | 10,529.35 | ₹2,42,175.05 |
| 2 | 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.
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.
Concrete of M-10 grade with minimum cement content of 220 kg/cum. | 9 | cum | 8,835.15 | ₹79,516.35 |
| 3 | 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. | 1,800 | Kg | 107.85 | ₹1,94,130 |
| 4 | 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 (i/c equivalent design mix) | 32 | cum | 2,434.25 | ₹77,896 |
| 5Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. | |||||
| 6 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 20 | cum | 3,551.25 | ₹71,025 |
| 7 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand )complete : Red sand stone slab. 40 to 50 mm thick | 63 | sqm | 1,138.2 | ₹71,706.6 |
| 8 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 612 | Kg | 117.35 | ₹71,818.2 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 28 | cum | 7,370.65 | ₹2,06,378.2 |
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