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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 LAccepted-AOC VILL DOLBARI SABROOM SOUTH TRIPURA | L1 | Accepted-AOC As per bid opening summary | |
| 2 | Rejected-Technical O O THE RAJNAGAR RD BLOCK SOUTH TRIPURA | GOMATI | TRIPURA | 799125 | - | Rejected-Technical As per Bid opening summary detaiils | |
| 3 | Rejected-Technical DAKSHIN SRINAGAR MAGURCHHA SOUTH TRIPURA PIN 799143 | SOUTH TRIPURA | TRIPURA | 799143 | - | Rejected-Technical As per Bid opening summary detaiils | |
| 4 | Rejected-Technical SRINAGAR SABROOM SOUTH TRIPURA PIN 799143 | SOUTH TRIPURA | TRIPURA | 799143 | - | Rejected-Technical As per Bid opening summary detaiils | |
| 5 | Rejected-Technical NAGAR PANCHAYET WARD 3 SABROOM SOUTH TRIPURA | SOUTH TRIPURA | TRIPURA | 799141 | - | Rejected-Technical As per Bid opening summary detaiils |
Tender Value
₹50.9 L
EMD Value
₹1.0 L
Closing Date
20 Aug 2026, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
Executive Engineer, Sabroom Divn, PWD (R and B)
Development of road from Rajnagar to Subashnagar (L-3.00 km) (Portion from 1.245 km to 2.540 km) and Dhumukya to Madhubari J.B School (L- 1.350 km)/ SH -Patch metalling, re-carpeting and seal coat. during the year 2026-27
2026_CEPWD_75633_1
06(02)/PNIeT/2026-27. 52/NIT/SE-III/R/2026-27
Open Tender
Civil Works - Roads
Percentage
120 days
Poangbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,000
₹1.0 L
2 Nov 2026
12 Aug 2026
20 Aug 2026
12 Aug 2026
20 Aug 2026
12 Aug 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 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 2) WBM Grading 3. Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.
(A) By Manual Means | - | Cum | 7,804.15 | - |
| 2 | Prime Coat . (i) Low porosity
Providing and applying prime coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Caluses 502. | - | Sqm | 74.09 | - |
| 3 | Tack Coat:
(iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause503. | - | Sqm | 23.52 | - |
| 4 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous Surface.
Providing and applying tack Tack coat using hot straight run bitumen of grade VG-30, including heating the Bitumen, Spraying the bitumen, Cleaning and preparing the existing road surface as per specification: On bituminous surface @ 0.50 kg/Sqm. | - | Sqm | 41.4 | - |
| 5 | 20mm thick open –graded premix carpet using Bituminous (viscosity grade / Modified bitumen) binder.
Providing & laying rolling of open –graded carpet of 20mm thickness composed of 13.2mm to 5.6mm aggt.Either using penetration grade bitumen of emulsion to required line, grade & level to serve as wearing course on a previously prepared base in/c. mixing in a suitable plants, laying & rolling with a three wheel 80-100km static roller capacity, finished to required level & grades to be followed by seal coat of either type A or type B C or type D as per MoRD technical specification clauses 508.
Case-I: By manual means
ii) Bitumen (60/70 Grade) VG-30 | - | Sqm | 368.13 | - |
| 6 | Seal Coat
Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using type A or B type C or D as per MoRD technical specification clauses 510.
1) By Manual Means.
Case-iv : Type D ( Premix with fine sand )
ii) Bitumen of VG-30 | - | Sqm | 78.61 | - |
| 7 | Surface Drain:
Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary soil to specify lines , grades, levels and dimensions. Excavated materials to be used in embankment with a lead upto 3 m and lead upto 3m (average lead 25 m) as per MoRD technical specification 307.
I) Surface Drains in Ordinary Soil
A) Manual Means | - | Cum | 114.6 | - |
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