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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹50.0 LAdmitted-Fee/PreQual/Technical/Finance BHADRA MISHIP PARA P O AJENDRABAZAR JIRANIA TRIPURA WEST PIN 799045 | JIRANIA | WEST TRIPURA | TRIPURA | 799045 | +2.99% | ₹50.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹51.9 L+₹1.9 L (3.88%)Admitted-Fee/PreQual/Technical/Finance ASSAM PARA RANIRBAZAK WEST TRIPURA | WEST TRIPURA | TRIPURA | 799002 | +6.99% | ₹51.9 L+₹1.9 L (3.88%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹48.5 L
EMD Value
₹97,097
Closing Date
20 Aug 2026, 3:00 pmClosed
Executive Engineer, PWD(R and B) Jirania Division
O/o The EE, PWD (R and B), Jirania
Development of road from Mandai road (S. N. Colony) to Kaiyachanbari (Length 1.30 Km) under 10- Majlishpur Assembly Constituency SH Patch metalling, BM, Carpeting..(Gr. I) (Ch 0.00 Km to Ch 0.50 Km Length 0.50 Km).
2026_CEPWD_75874_1
10/R/DNIe-T/SE-IV/PWD(R and B)/2026-27
Open Tender
Civil Works - Roads
Percentage
120 days
Jirania
As per DNIeT
3 documents required · 3 mandatory
₹1,000
₹97,097
Yes
O/o The EE, PWD (R and B), Jirania
20 Aug 2026
14 Aug 2026
20 Aug 2026
14 Aug 2026
20 Aug 2026
14 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 Grass and Removal of RubbishClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Technical Specification Clause 201.By Manual means | 1 | Hectare | 22,910.9 | ₹22,887.99 |
| 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) Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)In Ordinary Soil | - | mtr | 3,469.74 | - |
| 3 | WBM Grading 3Providing, 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.By Manual Means | 0.6 | Cum | 7,605.59 | ₹4,563.35 |
| 4 | Low porosityProviding 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 0.70- 1.00 kg/sqm
using mechanical means as per MoRD Technical Specification Clause 502. | - | Sq.m | 73.81 | - |
| 5 | Tack CoatProviding 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. | - | Sq.m | 23.39 | - |
| 6 | Bituminous MacadamProviding and laying bituminous Macadam with Hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Technical Specification Clause 504.With Viscosity Graded Bitumen of VG-30 | - | Cum | 16,568.18 | - |
| 7 | 25 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) BinderProviding, 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.By Mechanical Means.Bitumen of VG-30 | - | Sq.m | 408.65 | - |
| 8 | Seal CoatProviding 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.By Manual MeansCase - IV : Type - D | - | Sq.m | 78.11 | - |
| 9 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973. | - | each | 195.1 | - |
| 10 | Traffic Signs (using jhama brick aggregate in CC/ PCC)Retro-reflectorised Traffic SignsProviding 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801.with 900 mm equilateral triangle aluminium sheeting | - | each | 3,741.54 | - |
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