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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Fee/PreQual/Technical/Finance DHARMANAGAR TRIPURA N 799270 | NORTH TRIPURA | TRIPURA | 799270 | -23.57% | ₹1.1 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.1 Cr+₹2.7 L (2.43%)Admitted-Fee/PreQual/Technical/Finance CHANDIPARA WARD NO 06 AMARPUR GOMATI DISTRICT TRIPURA | GOMATI | TRIPURA | 799013 | -21.71% | ₹1.1 Cr+₹2.7 L (2.43%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.2 Cr+₹8.8 L (7.88%)Admitted-Fee/PreQual/Technical/Finance | -17.55% | ₹1.2 Cr+₹8.8 L (7.88%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.2 Cr+₹11.0 L (9.90%)Admitted-Fee/PreQual/Technical/Finance VILL WARD NO 10 PANISAGAR NAGAR PANCHAYET P S PANISAGAR DIST NORTH TRIPURA | NORTH TRIPURA | TRIPURA | 799250 | -16.00% | ₹1.2 Cr+₹11.0 L (9.90%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹1.7 Cr+₹63.4 L (57.0%)Admitted-Fee/PreQual/Technical/Finance DASDA BAZAR KANCHANPUR NORTH TRIPURA | KANCHANPUR | NORTH TRIPURA | TRIPURA | +20.00% | ₹1.7 Cr+₹63.4 L (57.0%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
18 Aug 2026, 3:00 pmClosed
Executive Engineer, Kanchanpur Division, PWD
O/o Executive Engineer, Kanchanpur Division, PWD
Development of Road from Kukinala to Malakarbasti from CH.3.274KM to CH.9.503KM Total Length 6.229KM under Damcherra Sub Division, PWD R and B during the year 2026 2027 SH WBMIII, Grouting, Carpeting, Seal coating, Pucca Drain, Surface Drain, etc.
2026_CEPWD_75690_1
13/SE(I)/PWD(RnB)/KGT/2026-27.
Open Tender
Civil Works - Roads
Percentage
60 days
Kanchanpur
Please refer to Bid Documents
5 documents required · 5 mandatory
₹4,000
₹2.9 L
18 Aug 2026
11 Aug 2026
18 Aug 2026
11 Aug 2026
18 Aug 2026
11 Aug 2026
11 Aug 2026 - 17 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 | Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201.
(I) By Manual Means
(A) In area of non-thorny jungle | - | Hectare | 86,289.2 | - |
| 2 | Maintenance of bituminous surface road
Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M,
after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504. | 6.62 | Cum | 17,862.7 | ₹1,18,251.07 |
| 3 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening 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 | 174.09 | Cum | 8,452.2 | ₹14,71,443.5 |
| 4 | Tack Coat
Providing and applying 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 specifications: On W.B.M. @ 0.75 kg/ sqm. | 2,321.39 | Sqm | 55.2 | ₹1,28,140.73 |
| 5 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface
Providing and applying 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 specifications: On bituminous surface @ 0.50 Kg/ Sqm. | 20,178.6 | Sqm | 41.26 | ₹8,32,569.04 |
| 6 | 25 mm thick Open-Graded Premix Carpet using Bituminous
(Viscosity grade/ modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.
Case - II By Mechanical Means
(I) Bitumen of VG-30 | 22,500 | sqm. | 404 | ₹90,90,000 |
| 7 | Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.
A. By Manual Means
Case-IV: Type D ( premix with fine sand )
(I) Bitumen of VG-30 | 22,500 | sqm. | 77.1 | ₹17,34,750 |
| 8 | Surface Drains in Ordinary Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
(i) Surface Drains in Ordinary Soil
(A) Manual Means | 290 | m | 114.6 | ₹33,234 |
| 9 | Road side Pucca Drains
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated
material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement)
B. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)
I. In Ordinary Soil | 292.5 | m | 3,410.5 | ₹9,97,571.25 |
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