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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹95.2 LAdmitted-Finance | -10.01% | ₹95.2 L | L1 | Admitted-Finance |
Tender Value
₹1.1 Cr
EMD Value
₹7.3 L
Closing Date
15 Jun 2026, 5:00 pmClosed
Office of Chief Project Manager, Prayagraj Zone S
Office of Chief Project Manager, Prayagraj Zone State Bridge Corporation Ltd.,63/16/9A Lowther Road, George Town
PROVIDING DESIGN and DRAWING(IIT Vetted) OF R.E. WALL, EARTH WORK, pcc LEVLLING PAD, CASTING and ERECTION ASSEMBLING and JOINING OF PANEL FILLING OF FINE SAND INCLUDING SYNTHETIC GEOGRID and GEO COMPOSITE DRAINAGE SHEET WITH COMPACTION INCLUDING ALL
2026_UPSBC_1151825_1
477/E-tender-53/26-27 dt 21/05/2026
Open Tender
Civil Works - Bridges
Percentage
prayagraj
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
As Per Tender Document
₹7.3 L
Yes
Office of Chief Project Manager, Prayagraj Zone S
30 Jun 2026
22 May 2026
16 Jun 2026
22 May 2026
15 Jun 2026
22 May 2026
1 Jun 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 |
|---|---|---|---|---|---|
| 2 | Items to be executed bellow are inclusive of Providing Design & Drawing of R.E. Wall(vatted by IIT/NIT), Earth work, PCC leveling pad, Casting & Erection Assembling & Joining of panel, Synthetic Geogrid. Filing of Flyash & Filter Media with Compaction, cost of galbnized m.s. bars also including defect liabilities of works mentioned below for 2 Years. | - | - | - | - |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Complete as per drawings and Technical Specifications Morth Clause 2.5 (202) | - | Cum | 1 | - |
| 4 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Complete as per drawings and Technical Specifications Clause 12.1 (304). | 1 | Cum | - | - |
| 5 | Construction of a narrow filter sub-surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling. Complete as per drawings and Technical Specifications Clause 7.1 (702). | 1 | RM | - | - |
| 6 | Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed into a stable network and a planar geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 and approved drawings including excavation and backfilling. Complete as per drawings and Technical Specifications Clause 7.1 (702). | 1 | RM | - | - |
| 7 | Facing elements of RCC. Complete as per drawings and Technical Specifications Clause 7.4 (3105). | 1 | Sqm | 1 | ₹1 |
| 8 | Providing assembling and joining and laying of reinforcing elements of synthetic geogrid in R.E. Wall. Complete as per drawings and Technical Specifications Clause 7.4 (3103-B). | - | Sqm | 1 | - |
| 9 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. Complete as per drawings and Technical Specifications Clause 12.8 (1500, 1700 & 2100) in levelling pad and under friction slab M15. | - | M3 | 1 | - |
| 11 | Providing and laying of Geo Composite Drainage Sheet. Complete as per drawings and Technical Specifications Clause. | 1 | M3 | - | - |
| 12 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Friction Slab M-35 Height above 10m. Complete as per drawings and Technical Specifications Clause 13.5 H | 1 | M3 | - | - |
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