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Tender Value
Refer Docs
EMD Value
₹3 L
Closing Date
25 Sept 2026, 2:00 pm3d left
EE PD PWD BAGHPAT
EE PD PWD BAGHPAT
Patch repair work on various roads falling under Pilana block in Baghpat district in the financial year 2026-27.
2026_CEMRT_1186942_2
2101/3A Date 24-08-2026
Open Tender
Civil Works
Percentage
180 days
EE PD PWD BAGHPAT
Please refer Tender documents.
3 documents required · 3 mandatory
₹944
₹3 L
EE PD PWD BAGHPAT
25 Sept 2026
18 Sept 2026
25 Sept 2026
18 Sept 2026
25 Sept 2026
18 Sept 2026
19 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 | Clearing jungle including uprooting of rank vegatations grass, bush, wood trees and saplings of girth upto 30cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. DSR-2.31 | 1,394.98 | SQM | 13 | ₹18,134.74 |
| 2 | Taking layout of building, MR | 1,394.98 | SQM | 10 | ₹13,949.8 |
| 3 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of founda. DSR-2.8.1 | - | CUM | 194 | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. D.S.R.-2.27 | 91.55 | CUM | 1,590 | ₹1,45,564.5 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources. DSR-4.1.8 | - | CUM | 5,100 | - |
| 6 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor. (i) With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. D.S.R.-2.35.3.1 | 610 | SQM | 232 | ₹1,41,520 |
| 7 | Providing 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. 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level. DSR. 5.33.1.2 RCC M-30 ( Footing ,Pedestal Colimns,PB) | 200.07 | CUM | 7,229 | ₹14,46,306.03 |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand). DSR-6.1.2 | - | CUM | 5,340 | - |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. DSR-5.22.6 | - | QTL. | 8,075 | - |
| 10 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) (DSR-13.5.1) | - | SQM | 308 | - |
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