Housing Urban and Rular Development Government Departments Closing in 9 days TDR #58249659

Tender For Road Safety Work Of Different Curves And Connecting Road At Bhognipur Jhinjhak Bisdhan Bilhaur Road (Sh-114)

Issued by Government Departments · Kanpur Dehat, Uttar Pradesh
Tender Value
22.30 Lakhs
Estimated cost
Bid Submission
17 Nov 2026
9 days left
EMD
2.23 Lakhs
Bank guarantee accepted
Document Fee
1194
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kanpur Dehat → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Road Safety Work Of Different Curves And Connecting Road At Bhognipur Jhinjhak Bisdhan Bilhaur Road (Sh-114)

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 03-Nov-2026 date Date 17-Nov-2026

BOQ

Name of Work:- Road Safety Work of Different curves and connecting road at Bhognipur Jhinjhak Bisdhan Bilhaur Road (SH-114)
Sl. No. Item Description
1Road Marking with Hot Applied Thermoplastic Compound with Refletorising Glass Beads on Bituminous Surface. Providing & laying of hot applied Thermoplastic compound 2.5 mm. thick including Reflectorising glass beads @ 250 gms. per sqm area, thickness of 2.5 mm. is exclusive of surface applied glass beads as per IRC : 35-2015. The finished surface to be level, uniform & free from streaks & holes. (Lko SOR Ch.26, Sl.No.2)
2Repeated Bar with Hot Applied Thermoplastic Compound with Refletorising Glass Beads on Bituminous Surface (Repeated / Tranvers Bar). Providing & laying of hot applied Thermoplastic compound 5 mm. thick including Reflectorising glass beads @ 500 gms. per sqm area, thickness of 5 mm. is exclusive of surface applied glass beads as per IRC : 35-2015. The finished surface to be level, uniform & free from streaks & holes. (Lko SOR Ch.26, Sl.No.3)
3Providing and fixing of retro-refectories cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminum sting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Lko SOR) 90 cm equilateral tringle with diffinitation plate size (20cmx60cm) Cautionary Warning Signs
4Supply fixing of delineators (Road way indicators hazard marker, object marker) 80 to 100 cm high above fixing bed level, painted block and white in 15 cm wide strips fitted with 80X100mm rectangular or 75 mm dia circular reflectorized panel at top ,buried or pressed into the ground and conforming to IRC 79 and the drawing.
5Providing and fixing of retro-refectories cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminum sting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Lko SOR) 50 x 60 cm single Chevron Board
6Providing and fixing of retro-refectories cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminum sting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Lko SOR) 30 x 90 cm (Left/Right) Object Hazard Board
7Providing and fixing of retro-refectories cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminum sting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Lko SOR) 60 cm circular with diffinitation plate size (20cmx60cm) Speed Limit Board
8Supply and fixing of Pavement Maker (Cat Eye) Type-X-ASTMO-4656-04 Avery, Dennison / 3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light including all taxes. (Lko SOR Ch.26, Sl.No.5(b)
9Direction and place Identification signs up to 0.90 sqm size BoardProviding and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained should be as per MORTH specification No-801.3.7. Sheet fixed over aluminium sheeting,2 mm thick with area not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm.,below ground level as per approved drawing, complete. (As per LKO SOR)
10Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom 503 complete in all respects. (MORTH 5.02) (i)
11Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects. (MORTH 5.04) (B)
12Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 (MORTH 5.04) (B) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58249659
AUTHORITY Government Departments
TENDER VALUE 22.30 Lakhs
LAST DATE 17-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Road Safety Work Of Different Curves And Connecting Road At Bhognipur Jhinjhak Bisdhan Bilhaur Road (Sh-114)
Basic Detail
Tender No 2358/12A/Tender/2026 Dated 09.10.2026
Bidding Type Tender
Location
City Kanpur Dehat
State Uttar Pradesh
Key Dates
Publish Date 03 Nov 2026
Submission Date 17 Nov 2026
Open Date 17 Nov 2026
Finance
Tender Value 22.30 Lakhs
Tender Fee 1194
EMD 2.23 Lakhs
Exemption Available
Document List
0dfb83f7-ec8b-4d9d-87b1-02dd0f801b4e.html
BOQ_2274878.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Nov 03, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 17, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 9 days
Nov 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Nov 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

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html

0dfb83f7-ec8b-4d9d-87b1-02dd0f801b4e.html

xls

BOQ_2274878.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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