Housing Urban and Rular Development Government Departments Closing in 2 days TDR #57954187

Tender For Improvement Of Road From Sonamura-Nidaya Road (Near Bashpukur Jatri Shed) To Natun Tilla(L-5.50Km) Under Kathalia Rd Block Within The Jurisdiction Of Kathalia Pwd(R&B) Sub-Division During The Fy 2026-27/Sh: Patch Grouting, Patch Soling, Pa

Issued by Government Departments · Sepahijala, Tripura
Tender Value
1.45 Crore
Estimated cost
Bid Submission
16 Oct 2026
2 days left
EMD
2.90 Lakhs
Bank guarantee accepted
Document Fee
4000
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 Improvement Of Road From Sonamura-Nidaya Road (Near Bashpukur Jatri Shed) To Natun Tilla(L-5.50Km) Under Kathalia Rd Block Within The Jurisdiction Of Kathalia Pwd(R&B) Sub-Division During The Fy 2026-27/Sh: Patch Grouting, Patch Soling, Patch Wbm-3, Carpeting With Sand Seal Coat, Reinforced Cement Concrete Toe Wall, Cement Concrete Block Pitching Etc. & Other Allied Works.

BOQ

Name of Work:- Improvement of road from Sonamura-Nidaya road (Near Bashpukur Jatri Shed) to Natun Tilla(L-5.50km) under Kathalia RD Block within the jurisdiction of Kathalia PWD(R&B) Sub-Division during the FY 2026-27/SH: Patch Grouting, Patch Soling, Patch WBM-3, Carpeting with sand seal coat, RCC Toe Wall, CC Block pitching etc. & other allied works.
Sl. No. Item Description
1Excavation for StructuresA. Without dewatering. 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 alead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. Ordinary Soil(i) Upto 3 m depth
2Filling in foundation trenches as per drawing & MoRDtechnical specification Clause 305.3.9, 1200. I) Sand filling.
3Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete includingformwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (includingcentering, shuttering, staging etc. but excluding reinforcement) I) P.C.C grade M 10 (using jhama brick aggregate) (i) Nominal mix 1:3:6
4Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete includingformwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (includingcentering, shuttering, staging etc. but excluding reinforcement) II P.C.C grade M 15 (using jhama brick aggregate) (i) Nominal mix (1:2.5:5)
5Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement infoundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
6Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mmwith 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.
7Turfing with Sods. Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or otherlocations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sodsand watering as per MoRD Technical Specification Clause 309.
8Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wallwith 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of thestructures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specificationclauses 614, 709, 1204.3.7.
9Flat 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 fromclay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kNas per MoRD Technical Specification Clause 412.
10Brick edging laid length wise. Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and crosssection shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, wateringand rolling the same with three wheeled road roller 80-100kN as per MoRD Technical Specification Clause 412.
11Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate. WBM Grading - 3. Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN instages 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.
12Maintenance 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.
13Tack 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.
14Tack 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 perspecifications: On bituminous surface @ 0.50 Kg/ Sqm.
1520 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-30
16Seal 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. Case - IV : Type D (premix with fine sand) (I) Bitumen of VG-30
17Excavation in Cutting in soil by manual means with lead upto 50 m. Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3.
18Surface Drains. Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical SpecificationClause 307. Surface Drains in Ordinary Soil(A) Manual Means
19Hill Side Drain Clearance. Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&Htechnical specification Clause 3000.
20Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5(including centering, shuttering staging etc. but excluding reinforcement). Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching. (i) Nominal mix 1:3:6 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57954187
AUTHORITY Government Departments
TENDER VALUE 1.45 Crore
LAST DATE 16-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Improvement Of Road From Sonamura-Nidaya Road (Near Bashpukur Jatri Shed) To Natun Tilla(L-5.50Km) Under Kathalia Rd Block Within The Jurisdiction Of Kathalia Pwd(R&B) Sub-Division During The Fy 2026-27/Sh: Patch Grouting, Patch Soling, Patch Wbm-3, Carpeting With Sand Seal Coat, Reinforced Cement Concrete Toe Wall, Cement Concrete Block Pitching Etc. & Other Allied Works.
Basic Detail
Tender No 122/RDNIeT/SE-IV/PWD (RandB) /2026-27
Bidding Type Tender
Location
City Sepahijala
State Tripura
Key Dates
Publish Date 09 Oct 2026
Submission Date 16 Oct 2026
Open Date 16 Oct 2026
Finance
Tender Value 1.45 Crore
Tender Fee 4000
EMD 2.90 Lakhs
Exemption Not Available
Document List
Addl122SE.pdf
bdc4cdd3-20b0-4cd1-9c15-70edb3f101d5.html
BOQ_79358.xls
DNIT122R.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 09, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 16, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Oct 16, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
pdf

Addl122SE.pdf

html

bdc4cdd3-20b0-4cd1-9c15-70edb3f101d5.html

xls

BOQ_79358.xls

pdf

DNIT122R.pdf

pdf

Tendernotice_1.pdf

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