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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹34.4 CrAdmitted-Finance | +11.45% | ₹34.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹35.5 Cr+₹1.1 Cr (3.17%)Admitted-Finance CENTRAL ROAD EXTENTION TOWN PRATAPGARH AGARTALA WEST TRIPURA PIN 799001 | NA | NA | 799001 | +14.98% | ₹35.5 Cr+₹1.1 Cr (3.17%) | L2 | Admitted-Finance |
Tender Value
₹30.8 Cr
EMD Value
₹61.7 L
Closing Date
27 Mar 2026, 3:00 pmClosed
Executive Engineer NH Division Agartala Tripura W
O o the Executive Engineer NH Division Agartala PWD NH Netaji Chowmuhani West Tripura
Construction of R.C.C Box drain on left side of NH 08 in Gomati district of Tripura under RIDF i.e. Construction of RCC covered drain on left side of NH 08 from ch.52.20 km at Brahmabari Tri junction to ch.54.70 km at Matabari, Udaipur to drain out
2026_CEPWD_71152_1
18/CE/PWD(NH)/RIDF/2025-26
Open Tender
Civil Works - Roads
Percentage
730 days
Bramhabari to Mtabari Udaipur Gomati Tripura
Please refer to the Tender documents
9 documents required · 9 mandatory
₹20,000
₹61.7 L
O o the Executive Engineer NH Division Agartala
14 May 2026
3 Mar 2026
27 Mar 2026
3 Mar 2026
27 Mar 2026
3 Mar 2026
3 Mar 2026 - 13 Mar 2026
16 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 |
|---|---|---|---|---|---|
| 1RCC Box Drain | |||||
| 1.01 | Excavation for Structures
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
(I) Ordinary soil
(A) By Manual Means
(i) upto 3 m depth | - | cum | 458.2 | - |
| 1.02 | Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304. | - | cum | 1,328.68 | - |
| 1.03 | PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement) | - | cum | 9,808.86 | - |
| 1.04 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) | - | - | - | - |
| 1.05 | VI) RCC M 25 Grade
a) Upto 5m height
Case - I : Using Concrete Mixer | - | cum | 12,302.62 | - |
| 1.06 | VII) RCC M 30 Grade
a) Upto 5m height
Case - I : Using Concrete Mixer | 0.72 | cum | 12,336.72 | ₹8,881.2 |
| 1.07 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200. | 0.8 | t | 91,706.64 | ₹73,356.14 |
| 1.08 | Providing and placing in position drainage Spouts complete as per drawing (SD/205) and MoRT&H Technical Specification Clause 515, 2705. | - | no. | 8,420.3 | - |
| 2Other Accessory Works | |||||
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BOQ_72399.xls
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