Housing Urban and Rular Development Government Departments Closing in 6 days TDR #57112515

Tender For Development Of Road From Adc H/Q To Devsingh Thakur Para Via Nabasardar Para (Ch:0.00 Kmto 1.50 Km) Under 12- Takarjala Assembly Constituency.

Issued by Government Departments · tripura, Tripura
Tender Value
24.21 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
6 days left
EMD
48438
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Development Of Road From Adc H/Q To Devsingh Thakur Para Via Nabasardar Para (Ch:0.00 Kmto 1.50 Km) Under 12- Takarjala Assembly Constituency.

BOQ

Name of Work:- Development of Road From ADC H/Q to Devsingh Thakur Para via Nabasardar Para (Ch:0.00 Kmto 1.50 Km) under 12- Takarjala Assembly constituency.
Sl. No. Item Description
1Clearing 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
2Surface DrainsConstruction 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 Specification Clause 307.(i) Surface Drains in Ordinary Soil(B) Mechanical
3Compacting Original Ground(i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per MoRD Technical Specification Clause 301.4.1.
4Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick AggregateA) By Mix in Place MethodConstruction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , Grading-I as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.
5Water Bound Macadam Sub-Base / Base using Jhama Brick AggragateWBM 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
6WBM 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
7Tack 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.
8Tack 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 per specifications: On bituminous surface @ 0.50 Kg/ Sqm.
9Repair to pot holes/ patch repair on all types of bituminous pavement by using All Weather Instant Patch Repair Cold Readymix Compound (INSSTAPATTCH/ SHELMAC- PR/ SHALIPATCH or equivalent products accredited by IRC) within specified shelf life including cleaning the existing portion of the road to be repaired by appropriate method, disposal of all failed material, compacting, etc. complete as per relevant technical specification and as per direction of the Engineer-in-charge. (irrespective of recorded premeasured area/ volume of pot holes repaired, to be measured for payment in multiple packs of 25/ 50 kg net HDPE bags with inside LDPE liner actually supplied/ delivered & utilised)
10Maintenance of bituminous surface roadRepair 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.
1125 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 Neither 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
12Seal 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.A) By Manual MeansCase - IV : Type D (premix with fine sand)(I) Bitumen of VG-30
13Maintenance of Earthen shoulder (Stripping of excess soil)Stripping excess soil from the shoulder surface to achieve the approved level and compacting withplate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
14Maintenance of DrainsThe maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per MoRD technical specification Clause 1907. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57112515
AUTHORITY Government Departments
TENDER VALUE 24.21 Lakhs
LAST DATE 27-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Development Of Road From Adc H/Q To Devsingh Thakur Para Via Nabasardar Para (Ch:0.00 Kmto 1.50 Km) Under 12- Takarjala Assembly Constituency.
Basic Detail
Tender No 45/R/DNIeT/EE-JRN/PWD(R and B)/2026-27
Bidding Type Tender
Location
City tripura
State Tripura
Key Dates
Publish Date 20 Aug 2026
Submission Date 27 Aug 2026
Open Date 27 Aug 2026
Finance
Tender Value 24.21 Lakhs
Tender Fee 1000
EMD 48438
Exemption Available
Document List
BOQ_77467.xls
DNIeT.pdf
e312a9f7-d149-4c09-a1c1-7a49805b79bb.html
Tendernotice_1 (19).pdf

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Tender Timeline

Aug 20, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Aug 27, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_77467.xls

pdf

DNIeT.pdf

html

e312a9f7-d149-4c09-a1c1-7a49805b79bb.html

pdf

Tendernotice_1 (19).pdf

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