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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.0 LAdmitted-Finance MUGALGARHI MAJRA FULRAI TEHSEEL SIKANDRARAO HATHRAS | -0.10% | ₹21.0 L | L1 | Admitted-Finance |
| 2 | L2₹21.0 L+₹631.64 (0.03%)Admitted-Finance | -0.07% | ₹21.0 L+₹631.64 (0.03%) | L2 | Admitted-Finance |
Tender Value
₹21.1 L
EMD Value
₹43,000
Closing Date
22 Jul 2026, 12:00 pmClosed
EE RED Sitapur
Vikas Bhawan, Sitapur
Construction of boundary wall of Madkahare Baba Park in Majra Khairpur of Gram Panchayat Jaravan, Block Rampur Mathura
2026_REDUP_1169964_9
522/RED/Tender/2026-27
Open Tender
Civil Works
Percentage
90 days
Rampur Mathura
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹43,000
27 Jul 2026
16 Jul 2026
23 Jul 2026
16 Jul 2026
22 Jul 2026
16 Jul 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) / 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.as per DSR 2.8.1 | 130.99 | CUM | 1 | ₹130.86 |
| 2 | 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) AS PER DSR 4.1.8 | 13.82 | CUM | - | - |
| 3 | 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 Concrete of M25 grade with minimum cement content of 330 kg /cum as per DSR 5.33.1.1 | 33.57 | CUM | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concreteAS PER DSR 5.9.1 | 100.71 | SQM | 1 | ₹100.61 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts AS PER DSR 5.9.6 | 68.82 | SQM | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers AS PER DSR 5.9.5 | 103.8 | SQM | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts AS PER DSR 5.9.6 | 68.05 | SQM | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers AS PER DSR 5.9.5 | 71.8 | SQM | - | - |
| 9 | 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.5.33.2 All works above plinth level upto floor V level
Concrete of M25 grade with minimum cement
content of 330 kg /cum as per DSR 5.33.2.1 | 10.17 | CUM | - | - |
| 10 | Add for using extra cement in the items of design mix over and above the specified cement content therein as per DSR 5.35 | 14.43 | QTL | - | - |
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