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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC | ₹24.2 L | L1 | Accepted-AOC Responsive |
| 2 | L2₹24.9 L+₹75,190 (3.11%)Rejected-AOC JOYNAGAR DASAMI GHAT C O SHYMA PRASAD DATTA NEAR MAHABIR CLUB AGARTALA TRIPURA W PIN 799001 | NA | NA | 799001 | ₹24.9 L+₹75,190 (3.11%) | L2 | Rejected-AOC Responsive |
Tender Value
₹24.2 L
EMD Value
₹48,354
Closing Date
29 Jun 2026, 3:00 pmClosed
The Executive Engineer PWD Khowai Division
O/o the Executive Engineer PWD RandB Khowai Division
Periodical repair of road from Dukhia Chow para to Nabadwip Chow para L 0.760 km under Padmabil Block 24 Ramchandraghat constituency during the year 2026 27 SH Patch metalling Recarpeting seal coat Surface Drain etc.
2026_CEPWD_73965_1
07/EE/PWD/RandB/KHW/2026-27
Open Tender
Civil Works
Percentage
90 days
Khowai
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹48,354
11 Aug 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
29 Jun 2026
22 Jun 2026
19 Jun 2026 - 22 Jun 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 |
|---|---|---|---|---|---|
| 1Road Work | |||||
| 1.01 | 2) Maintenance of Earthen shoulder (Stripping of excess soil)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903. | - | Sqm | 19.1 | - |
| 1.02 | Surface Drains
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 | 300 | Mtr | 114.6 | ₹34,380 |
| 1.03 | Maintenance of bituminous surface road using Jhama brick aggregate
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 B.M (using jhama brick aggregate & bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504. | 1 | Cum | 11,513 | ₹11,501.49 |
| 1.04 | 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 | 7,474.1 | - |
| 1.05 | Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.
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. | - | Sqm | 55.2 | - |
| 1.06 | Tack Coat using hot straight run bitumen of grade VG-30 on bitumuinous surface.
(i) Providing and applying tack coatusing hot straight run bitumen of grade VG-30 including heating the bitumen, spraying gthe bitumen, cleaning and preparing the exixting road surface as per specification: On bituminous surface @0.50 kg/sqm. | - | Sqm | 41 | - |
| 1.07 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 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 - I : By Manual Means
(I) Bitumen of VG-30 | 2,660 | Sqm | 336.8 | ₹8,95,888 |
| 1.08 | 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.
Case-IV Type - D(premix with find sand)
i)Bitumen of VG-30
A) By Manual Means | 2,660 | Sqm | 77.1 | ₹2,05,086 |
| 1.09 | Excavation for Structures
A. Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 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
(i) Upto 3 m depth | - | Cum | 458.2 | - |
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