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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.2 LAdmitted-Finance | -5.50% | ₹2.2 L | L1 | Admitted-Finance |
| 2 | L2₹2.3 LAdmitted-Finance | -1.11% | ₹2.3 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-Name of work not mentioned in the Affidavit, CDR and Challan not uploaded. |
Tender Value
₹2.3 L
EMD Value
₹4,660
Closing Date
2 May 2026, 6:00 pmClosed
Er. Raman Kumar (Xen PWD Chenani)
PWD OFFICE CHENANI
Refer to BOQ
2026_PWDJK_308611_1
Fresh e-NIT No. 12 of 2026-27 Dated 24-04-2026
Open Tender
Consultancy
60 days
Chenani
Refer to e-NIT/SBD
2 documents required · 2 mandatory
₹600
XEN PWD CHENANI
₹4,660
6 May 2026
24 Apr 2026
4 May 2026
24 Apr 2026
2 May 2026
24 Apr 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 | Providing Design and Structural Consultancy for Construction of 55.00 mtr span Foot bridge on Ujh river at Janjhu Pyt Mang Block Basantgarh having carriage way width of 2.0 m with chequerred plate 6mm thick comprising of RCC M20 Abutments, abutment caps, steel truss through type, wing walls including dirt wall, approach slab, complete substructure and superstructure. Approaches upto 15.0 mtr on both sides on both abutments along with Return wall with minimum length of1.0mtrs with approach slab on it 150 mm thick in RCC M20 . Approach path having concrete edging ( height as per requirement at site) in PCC M10 and 150mm thick Concrete path in M10. Crated wall protection on either side of the Abutments. Stone backfilling behind abutments, return walls and conrete edgings.100 mm dia PVC pipes shall be used for weep holes. Superstructure in Steel sections with Appropriate bearings, steel railing, painting of steel sections etc all job complete in all regards. Providing of Structural Drawings, contour plan, site plan, Design Calculations, geological investigation report, soil investigation and sub soil exploration and load tests for commisioning of bridge. Design shall be approved by competent authority duly vetted from DIQC / IIT / NIT / GCET or any other Equivalent Institution including submission of 04 set of Approved Drawings for Accord of Technical Sanction. | - | Complete Job. | 0.29 | - |
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