Housing Urban and Rular Development Government Departments Closing in 0 days TDR #57069081

Tender For Development Of Road From Sonamura - Melaghar Road To Balurghat Via Charu Kabiraj(L- 700M) Under The Jurisdiction Of Sonamura Sub-Division, Pwd (R&B), During The Year 2025-2026./ S.H:-Grouting, Gsb, Paver Block,Carpeting,Drain .

Issued by Government Departments · Sepahijala, Tripura
Tender Value
23.49 Lakhs
Estimated cost
Bid Submission
24 Aug 2026
0 days left
EMD
46999
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Development Of Road From Sonamura - Melaghar Road To Balurghat Via Charu Kabiraj(L- 700M) Under The Jurisdiction Of Sonamura Sub-Division, Pwd (R&B), During The Year 2025-2026./ S.H:-Grouting, Gsb, Paver Block,Carpeting,Drain .

BOQ

Name of Work:- Development of road from Sonamura - Melaghar road to Balurghat via Charu Kabiraj(L- 700m) under the jurisdiction of Sonamura Sub-Division, PWD (R&B), during the year 2025-2026./ S.H:-Grouting, GSB, Paver Block,Carpeting,Drain .
Sl. No. Item Description
1Patch repairing/Maintenance of bituminous surface road using Jhama brick aggregate & Viscosity Graded bitumen (VG-30)Repairing pot holes and making up small depressions with ramming or power rolling after removal / disposal of disintegrated materials within a lead of 50 m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any appropriate method including screening, cleaning of aggregates; annd filling up with jhama chips using bitumen of VG-30 @ 54 Kg per cum of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/sqm and finishing the top of required surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/sqm of prepared road surface as per direction of the Engineer-in-charge and all as per MoRD technical specification Clauses 1900,502,503,504.
2WBM 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.
3Tack coat using hot straight run bitumen of grade VG30 on WBMProviding and applying tack coat using hot straight run bitumen of grade VG30 including heating the bitumen , spraying the bitumen, cleaning and preparing the existing road surface the existing road surface as per specification on WBM @ 0.75 kg / sqm
4Tack coat using hot straight run bitumen of grade VG30 on Bituminous surfaceProviding and applying tack coat using hot straight run bitumen of grade VG30 including heating the bitumen , spraying the bitumen, cleaning and preparing the existing road surface the existing road surface as per specification on Bituminous surface @ 0.50 kg / sqm
5Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration 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 (60/70 Grade)VG-30
6Providing 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 (60/70 Grade)VG-30
7Excavation for Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 includingsetting 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. Upto 3 m depth
8Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I. Sand filling
9Providing concrete for plain/reinforced concrete in open & foundations complete including formwork as per drawings & MoRD technical specifications pecifications Clauses 802 Clauses 802,803, 900,1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).I. P.C.C grade M 10(ii) Nominal mix 1:3:6(Hand Mixing)
10Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. (but excluding reinforcement).iii) PCC grade M20, Nominal Mix (1:2:4)
11RCC Grade M-25Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) R.C.C grade M-25upto 5 m height
12TMT barSupplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specificationClauses 1002, 1005, 1010 and 1202.
13Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.75 Kg of cement per sqm in substructure.
1480 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 57069081
AUTHORITY Government Departments
TENDER VALUE 23.49 Lakhs
LAST DATE 24-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Development Of Road From Sonamura - Melaghar Road To Balurghat Via Charu Kabiraj(L- 700M) Under The Jurisdiction Of Sonamura Sub-Division, Pwd (R&B), During The Year 2025-2026./ S.H:-Grouting, Gsb, Paver Block,Carpeting,Drain .
Basic Detail
Tender No 31/EE/SNM /PWD (RandB) /2026-27
Bidding Type Tender
Location
City Sepahijala
State Tripura
Key Dates
Publish Date 18 Aug 2026
Submission Date 24 Aug 2026
Open Date 24 Aug 2026
Finance
Tender Value 23.49 Lakhs
Tender Fee 1000
EMD 46999
Exemption Not Available
Document List
1a93a2d9-25a5-4782-8b39-3a6e6a65c3d1.html
Addl31EE.pdf
BOQ_77380.xls
DNIeT31EE.pdf
Tendernotice_1 (18).pdf

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Tender Timeline

Aug 18, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

1a93a2d9-25a5-4782-8b39-3a6e6a65c3d1.html

pdf

Addl31EE.pdf

xls

BOQ_77380.xls

pdf

DNIeT31EE.pdf

pdf

Tendernotice_1 (18).pdf

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