Housing Urban and Rular Development Government Departments Closing in 2 days TDR #57246776

Tender For Road Development Work From Sekoria Bajaar To South Charilam High School Under Bishramganj Sub-Division, Pwd (R&B) During The Year 2026-27 (L=3.50 Km)/ Sh: Paver Block, Brick Masonry Retaining Wall, Grouting, Carpeting Etc.

Issued by Government Departments · Sepahijala, Tripura
Tender Value
1.45 Crore
Estimated cost
Bid Submission
03 Sep 2026
2 days left
EMD
1.90 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 Road Development Work From Sekoria Bajaar To South Charilam High School Under Bishramganj Sub-Division, Pwd (R&B) During The Year 2026-27 (L=3.50 Km)/ Sh: Paver Block, Brick Masonry Retaining Wall, Grouting, Carpeting Etc.

BOQ

Name of Work:- Road development work from Sekoria Bajaar to South Charilam High School under Bishramganj Sub-Division, PWD (R&B) during the year 2026-27 (L=3.50 Km)/ SH: Paver block, brick masonry retaining wall, grouting, carpeting etc.
Sl. No. Item Description
1Earthwork in excavation for structures as per drawings and MoRD technical specifications clauses 305.1 including setting out,construction of shoring & bracing ,removal of stumps & deleterious material and disposal up to a lead of 50 m ,dressing of sides & bottom and backfiling in trenches with excavated suitable material :- Ordinary soil upto 3 m depth (A) Without dewatering
2Filling in foundation trenches as per drawing & MoRD technical specification clause 305.3.9 ,1200 :- (A) Sand filling.
3Providing concrete for plain concrete (using jhama brickaggregate) 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
4Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204: In 1:4 cement mortar
5Plastering with cement mortar (1:4)12 mm thick on brick work/CC work in/c finishing coat of neat cement punning with 2.75 kg per sq.m. in sub structure as per MoRD technical specification cl 613.4 and 1204.
6Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required 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. complete as per specifications & approval/ direction of Engineer-in-Charge: (a) 60 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.
7Providing 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.
8Construction of Embankment with Material Obtained from Borrow Pits: Construction 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.
9Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.
10Turfing with Sods-Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309
11Repair 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.
12roviding 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
1325mmthickOpen-GradedPremixCarpetusingBituminous (Viscosity grade/ modified bitumen) Binder Providing, 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 either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. Case - II By Mechanical Means(I) Bitumen of VG-30
14Seal 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 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57246776
AUTHORITY Government Departments
TENDER VALUE 1.45 Crore
LAST DATE 03-09-2026
Authority
Authority Name Public Works Department
Work Description Tender for Road Development Work From Sekoria Bajaar To South Charilam High School Under Bishramganj Sub-Division, Pwd (R&B) During The Year 2026-27 (L=3.50 Km)/ Sh: Paver Block, Brick Masonry Retaining Wall, Grouting, Carpeting Etc.
Basic Detail
Tender No 52/R/DNIeT/SE-IV/PWD/2026-27
Bidding Type Tender
Location
City Sepahijala
State Tripura
Key Dates
Publish Date 27 Aug 2026
Submission Date 03 Sep 2026
Open Date 03 Sep 2026
Finance
Tender Value 1.45 Crore
Tender Fee 4000
EMD 1.90 Lakhs
Exemption Not Available
Document List
BOQ_77759.xls
dfb096a7-9d98-4c74-9157-31c4d432ddcd.html
dnitsekhoriabazar.pdf
Tendernotice_1 (22).pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Aug 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 03, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Sep 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_77759.xls

html

dfb096a7-9d98-4c74-9157-31c4d432ddcd.html

pdf

dnitsekhoriabazar.pdf

pdf

Tendernotice_1 (22).pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders