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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Fee/PreQual/Technical/Finance NEAR TARAPUR LAXMI DRIVING SCHOOL TARAPUR MOHANPUR WEST TRIPURA 799211 | WEST TRIPURA | TRIPURA | 799211 | +4.50% | ₹2.4 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.4 Cr+₹2.4 L (1.00%)Admitted-Fee/PreQual/Technical/Finance | +5.55% | ₹2.4 Cr+₹2.4 L (1.00%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
18 Aug 2026, 3:00 pmClosed
Executive Engineer, PWD(R and B) Jirania Division
O/o The EE, PWD (R and B), Jirania
Mtc. of NH-08 from Nalgaria Railway Bridge (at point of Diversion of 4 (Lane) to Chandrapur ISBT during the year 2026-27/SH Patch DBM and BC, Earthen shoulder etc.(Length 8.15 Km).
2026_CEPWD_75739_1
01/CE/PWD(R and B)/ACE (P and DU)/2026-27
Open Tender
Civil Works - Roads
Percentage
45 days
Jirania
As per DNIeT
3 documents required · 3 mandatory
₹8,000
₹4.5 L
Yes
O/o The EE, PWD (R and B), Jirania
18 Aug 2026
12 Aug 2026
18 Aug 2026
12 Aug 2026
18 Aug 2026
12 Aug 2026
14 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 | Tack Coat
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the repared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503. | 19,993 | Sqm | 17.5 | ₹3,49,877.5 |
| 2 | Dense Graded Bituminous Macadam.
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects.
B. Grading II (For layer thickness 50 - 75 mm)
i.With Viscosity Graded Bitumen of VG-30 | 0.2 | Cum | 19,527.45 | ₹3,905.49 |
| 3 | Bituminous Concrete
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.
B. Grading II (For layer thickness 30 - 40 mm)
(I) Bitumen of VG-30 | - | Cum | 22,228.94 | - |
| 4 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to
required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300. | - | Cum | 225.9 | - |
| 5 | Seal coat on old bituminous road surface.
Sand seal coat on old bituminous road surface by applying Viscosity Graded (VG-30) bitumen @ 1.00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @0.06 cum/10 sqm complete as per specification and direction of the Engg.-in-Charge. | 6,502 | Sqm | 101.14 | ₹6,57,612.28 |
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