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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹98.4 LAdmitted-Finance GSTIN: 09AMUPK6565C1ZK | -0.99% | ₹98.4 L | L1 | Admitted-Finance |
| 2 | L2₹98.9 LAdmitted-Finance GSTIN: 09AXFPM9183L1ZO | -0.55% | ₹98.9 L | L2 | Admitted-Finance |
| 3 | L3₹99.2 LAdmitted-Finance GSTIN: 09ABBFS3760K2ZU | -0.25% | ₹99.2 L | L3 | Admitted-Finance |
Tender Value
₹99.4 L
EMD Value
₹2.0 L
Closing Date
13 Apr 2026, 5:00 pmClosed
VICE CHAIRMAN GHAZIABAD DEVELOPMENT AUTHORITY
GDA OFFICE VIKAS PATH GHAZIABAD
Construction of Foot Over Bridge in front of Koyal Enclave Housing Scheme, Loni Road, Ghaziabad.
2026_GDAUP_1129893_1
663/4/PA-T/2025-26 Dt. 20.03.2026 (S.no-5)
Open Tender
Civil Works
180 days
GHAZIABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,779
AS PER LINK PROVIDED IN TENDER DOCUMENT
₹2.0 L
14 May 2026
24 Mar 2026
16 Apr 2026
24 Mar 2026
13 Apr 2026
24 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 |
|---|---|---|---|---|---|
| 1Providing vated structural design and drawing of 28.00 Meter spaned Foot Over Bridge in front of Koyal enclave scheme, loni road, Ghaziabad. Vating should be performed by any IIT or Government Engineering Institute. Taking 1% of Rs. 9789441.77 | |||||
| 2Earth work in excavation in drains in foul condition by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (exceeding 0.3 m in depth or 10 sqm on plan), including dressing of sides, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.in All kinds of soil.DSR 2023 2.6.1 | |||||
| 3 | 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) DSR/2023/6.1.2 | - | CUM | 5,597.82 | - |
| 4 | Providing and laying in PCC of Specified grade excluding the cost of centering and Shuttering with 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate) 40 mm nominal size from natural sources. All work upto plinth levele. with all complete. (DSR/23 4.1.8) | - | CUM | 5,346.47 | - |
| 5 | Centering and shuttering including strutting, propping etc and removal of form work for:
(A) Foundations, footing, bases for columns. DSR 2023/4.3.1 | - | SQM | 307.78 | - |
| 6 | (B) Columns, piers, abutments, pillers, posts and struts. DSR 2023/5.9.6 | - | SQM | 754.48 | - |
| 7 | (C) Lintels, beams, plinth beams, griders, bressummers and cantilevers | - | SQM | 577.97 | - |
| 8 | 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. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.1.1/2023 | - | CUM | 7,459.9 | - |
| 9 | Steel reinforcement for RCC 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. DSR 2023/5.22.6 | - | KG | 84.65 | - |
| 10 | Steel work in built up tubelar (round, square or rectangular hollow tubes etc) turs as etc, including cutting, hosting, fixing in position and apply a primer coat of aprove steel primer including weldin and volted with special shaped washers etc. with hot finished welded type tubes. with all complete. DSR/2023, 10.16.1 | - | KG | 152.57 | - |
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