Housing Urban and Rular Development Government Departments Closing in 6 days TDR #56819029

Tender For Development Of Road From Jambura Vivekananda Club To Nag Shop (L= 1.2 K.M) (Ch. 600.00M To Ch. 1200.00 M) Under Pwd(R&B) Khowai Sub Division During The Year 2026-27/Sh:-Wbm, Pmc, Seal Coat, Road Side Pucca And Surface Drain Etc. (G-2)

Issued by Government Departments · Khowai, Tripura
Tender Value
24.25 Lakhs
Estimated cost
Bid Submission
11 Aug 2026
6 days left
EMD
48513
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Khowai → Tripura
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Development Of Road From Jambura Vivekananda Club To Nag Shop (L= 1.2 K.M) (Ch. 600.00M To Ch. 1200.00 M) Under Pwd(R&B) Khowai Sub Division During The Year 2026-27/Sh:-Wbm, Pmc, Seal Coat, Road Side Pucca And Surface Drain Etc. (G-2)

BOQ

Name of Work:- Development of road from Jambura vivekananda club to nag shop (L= 1.2 k.m) (Ch. 600.00m to Ch. 1200.00 m) under PWD(R&B) Khowai Sub Division during the year 2026-27/SH:-WBM, PMC, seal coat, Road side pucca and surface drain etc. (G-2)
Sl. No. Item Description
1Road Work
2Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.
3Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate1)WBM Grading - 2Providing, 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- 2 as per MoRD Technical Specification Clause 405.(A) By Manual Means.
4Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate2) 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.(A) By Manual Means
5Maintenance of bituminous surface road using Jhama brick aggregateRepair 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.
6Tack 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.
7Tack 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.
820 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) BinderProviding, 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
9Seal 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.Case-IV Type - D(premix with find sand)i)Bitumen of VG-30A) By Manual Means
102) 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.
11Road side Pucca DrainsConstructionof 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
12Surface Drains in Ordinary Soil Construction of unlined surface drains of average cross sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions as per MoRT&H Technical Specification clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m). (B) Manual Means
13Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous /concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MoRD Technical Specification Clause 1702.
14Traffic Signs (using jhama brick aggregate in CC/ PCC)A) Retro-reflectorised Traffic Signs1) Providing 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.(i ) with 900 mm equilateral triangle aluminium sheeting
15Traffic Signs (using jhama brick aggregate in CC/ PCC)A) Retro-reflectorised Traffic Signs1) Providing 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.(iii ) with 600 mm circular aluminium sheeting
1680 mm thick factory made c.c. interlocking paver block of M-35 GradeProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:(a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56819029
AUTHORITY Government Departments
TENDER VALUE 24.25 Lakhs
LAST DATE 11-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Development Of Road From Jambura Vivekananda Club To Nag Shop (L= 1.2 K.M) (Ch. 600.00M To Ch. 1200.00 M) Under Pwd(R&B) Khowai Sub Division During The Year 2026-27/Sh:-Wbm, Pmc, Seal Coat, Road Side Pucca And Surface Drain Etc. (G-2)
Basic Detail
Tender No 12/PWD(RandB)/KHW/2026-27
Bidding Type Tender
Location
City Khowai
State Tripura
Key Dates
Publish Date 04 Aug 2026
Submission Date 11 Aug 2026
Open Date 11 Aug 2026
Finance
Tender Value 24.25 Lakhs
Tender Fee 1000
EMD 48513
Exemption Not Available
Document List
a2b78342-3e8a-457d-9e23-d909946dbdc1.html
BOQ_76695.xls
DNIT12.pdf
Tendernotice_1 (17).pdf

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Tender Timeline

Aug 04, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Aug 11, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

a2b78342-3e8a-457d-9e23-d909946dbdc1.html

xls

BOQ_76695.xls

pdf

DNIT12.pdf

pdf

Tendernotice_1 (17).pdf

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