Housing Urban and Rular Development Government Departments Closing in 8 days TDR #56241080

Tender For General-Kwa-Jjm-Restoration Estimate For The Cutting Portion Of Kallisseri Kuthiyathodu Road Ch 0/000 To 5/300 Rhs -For Kwa Jela Jeevan Mission Water Supply Connection-General Civil Work

Issued by Government Departments · Thiruvananthapuram, Kerala
Tender Value
92.52 Lakhs
Estimated cost
Bid Submission
10 Jul 2026
8 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvananthapuram → Kerala
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for General-Kwa-Jjm-Restoration Estimate For The Cutting Portion Of Kallisseri Kuthiyathodu Road Ch 0/000 To 5/300 Rhs -For Kwa Jela Jeevan Mission Water Supply Connection-General Civil Work

BOQ

Name of Work:- GENERAL-KWA-JJM-Restoration estimate for the Cutting Portion of Kallisseri Kuthiyathodu Road Ch 0/000 To 5/300 RHS -For KWA Jela Jeevan Mission Water Supply Connection-General Civil Work
Sl. No. Item Description
1Appendix A Improvements of Roadway
22.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means
33.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
43.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.
5OD248957/2025-2026:Filling up trenches with granular material (hard murrum) to required line & levels, consolidation by ramming etc complete
64.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
74.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
85.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
95.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
105.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
115.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)
1212.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
1312.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
1455.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
153.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
16Appendix B Road Safety Works
178.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the 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.
188.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :- Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56241080
AUTHORITY Government Departments
TENDER VALUE 92.52 Lakhs
LAST DATE 10-07-2026
Authority
Authority Name Public Works Department
Work Description Tender for General-Kwa-Jjm-Restoration Estimate For The Cutting Portion Of Kallisseri Kuthiyathodu Road Ch 0/000 To 5/300 Rhs -For Kwa Jela Jeevan Mission Water Supply Connection-General Civil Work
Basic Detail
Tender No PWD/RB/TR/12745/2024_5_1_1/1
Bidding Type Tender
Location
City Thiruvananthapuram
State Kerala
Key Dates
Publish Date 01 Jul 2026
Submission Date 10 Jul 2026
Open Date 13 Jul 2026
Finance
Tender Value 92.52 Lakhs
Tender Fee 2760
EMD 50000
Exemption Available
Document List
258f31f9-9c4c-46aa-ad13-0fc19db1bfbd.html
BOQ_1450958.xls
Tendernotice_1.pdf
viewsbd.pdf

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Tender Timeline

Jul 01, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 10, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Jul 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 11 days

Tender Documents

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html

258f31f9-9c4c-46aa-ad13-0fc19db1bfbd.html

xls

BOQ_1450958.xls

pdf

Tendernotice_1.pdf

pdf

viewsbd.pdf

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