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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹30.0 LAdmitted-Fee/PreQual/Technical/Finance | -26.85% | ₹30.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹44.4 L+₹14.3 L (47.6%)Admitted-Fee/PreQual/Technical/Finance | +7.99% | ₹44.4 L+₹14.3 L (47.6%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹45.7 L+₹15.6 L (52.1%)Admitted-Fee/PreQual/Technical/Finance | +11.25% | ₹45.7 L+₹15.6 L (52.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹41.1 L
EMD Value
₹82,145
Closing Date
3 Sept 2026, 3:00 pmClosed
Executive Engineer
O/O. the Executive Engineer, PWD(RandB) Belonia Division, South Tripura
Re-carpeting, Patch Metalling, Soling, Pucca Drain, Seal coat and other allied works.
2026_CEPWD_76372_1
83/NIT/SE-III/R/PWDRandB/26-27
Open Tender
Civil Works - Roads
Percentage
180 days
B.C. Nagar R.D. Block area
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹82,145
8 Sept 2026
28 Aug 2026
3 Sept 2026
28 Aug 2026
3 Sept 2026
28 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 |
|---|---|---|---|---|---|
| 1Maintenance 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. | |||||
| 2 | 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)
a) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)
i) In Ordinary Soil | - | Mtr | 3,540.13 | - |
| 3 | Flat Brick soling
Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412. | - | Sqm | 598.97 | - |
| 4 | 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.
I. By Manual Means | 0.2 | Cum | 7,848.3 | ₹1,561.81 |
| 5 | Prime Coat
Medium porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. | - | Sqm | 91.46 | - |
| 6 | Tack Coat
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 Clause 503. | - | Sqm | 23.5 | - |
| 7 | 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. | - | Sqm | 41.36 | - |
| 8 | 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
Bitumen of VG-30 | - | Sqm | 345.37 | - |
| 9 | 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
i) Case - IV : Type D (premix with fine sand)
a) Bitumen of VG-30 | - | Sqm | 78.56 | - |
| 10Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Technical Specification Clause 1701 | |||||
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