Housing Urban and Rular Development Government Departments Closing in 10 days TDR #58079911

Tender For Development Of Road From Laldhar Sb School To Saidacherra,W-04 (Length-0.930 Km) Ch. 0.360 Km To 0.510 Km Under Rajnagar Gp Under Special Assistance For Capital Investment During The Year 2026-27 Within The Jurisdiction Of Ganganagar Pwd (

Issued by Government Departments · Unakoti, Tripura
Tender Value
24.22 Lakhs
Estimated cost
Bid Submission
27 Oct 2026
10 days left
EMD
48452
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Development Of Road From Laldhar Sb School To Saidacherra,W-04 (Length-0.930 Km) Ch. 0.360 Km To 0.510 Km Under Rajnagar Gp Under Special Assistance For Capital Investment During The Year 2026-27 Within The Jurisdiction Of Ganganagar Pwd (R&B) Sub Division/ Sh: Clearing Grass, Reinforced Cement Concrete Drain, Cd, Flat Brick Soling, Wbm-Iii, Prime Coat ,Tack Coat, Carpeting, Seal Coat Etc.

BOQ

Name of Work:- Development of road from Laldhar SB School to Saidacherra,W-04 (Length-0.930 Km) Ch. 0.360 km to 0.510 km under Rajnagar GP under Special Assistance for Capital investment during the year 2026-27 within the jurisdiction of Ganganagar PWD (R&B) Sub Division/ SH: Clearing grass, RCC Drain, CD, Flat Brick Soling, WBM-III, Prime coat ,Tack Coat, Carpeting, Seal coat etc.
Sl. No. Item Description
1Clearing Grass and Removal of Rubbish Clearing 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.
2Excavation for Structures 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
3Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. Sand Filling
4Providing concrete for plain concrete (using jhama brick aggregate) 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) P.C.C grade M 10 (using jhama brick aggregate)(i) Nominal mix 1:3:6
5Providing 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). R.C.C grade M 20
6Plain/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) V. R.C.C grade M-20 (1:2:4) (Nominal mix)i) upto 5 m height
7Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202
8Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.
9Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.
10Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.
11Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specificationClause 1204.3.8. I) Sandy material
12Scarifying Existing Bituminous Surface to a depth of 150 mm by Mechanical MeansScarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per MoRD Technical Specification Clause 301.4.
13Flat 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.
143) WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening 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.
15Prime Coat(i) Low 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 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502
16Tack coat iii. 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.
17Tack coat I. Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503
1820 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-3
19Seal 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. Type D (premix with fine sand)ii.Bitumen of VG-30
20Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58079911
AUTHORITY Government Departments
TENDER VALUE 24.22 Lakhs
LAST DATE 27-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Development Of Road From Laldhar Sb School To Saidacherra,W-04 (Length-0.930 Km) Ch. 0.360 Km To 0.510 Km Under Rajnagar Gp Under Special Assistance For Capital Investment During The Year 2026-27 Within The Jurisdiction Of Ganganagar Pwd (R&B) Sub Division/ Sh: Clearing Grass, Reinforced Cement Concrete Drain, Cd, Flat Brick Soling, Wbm-Iii, Prime Coat ,Tack Coat, Carpeting, Seal Coat Etc.
Basic Detail
Tender No 66/EE/KD/2026-27
Bidding Type Tender
Location
City Unakoti
State Tripura
Key Dates
Publish Date 16 Oct 2026
Submission Date 27 Oct 2026
Open Date 27 Oct 2026
Finance
Tender Value 24.22 Lakhs
Tender Fee 1000
EMD 48452
Exemption Not Available
Document List
66DNIT_merged.pdf
BOQ_79687.xls
c8af5143-8002-429f-b69d-0ab3c081983b.html
Tendernotice_1.pdf

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Tender Timeline

Oct 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 10 days
Oct 27, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 10 days

Tender Documents

Download All (ZIP) ↓
pdf

66DNIT_merged.pdf

xls

BOQ_79687.xls

html

c8af5143-8002-429f-b69d-0ab3c081983b.html

pdf

Tendernotice_1.pdf

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