Housing Urban and Rular Development Government Departments Closing in 7 days TDR #58241180

Tender For Construction Work Of 1X2 Meter Span Reinforced Cement Concrete Culvert And Drain At Km. 6 In Rania Maitha Bairisawai Road

Issued by Government Departments · Kanpur Dehat, Uttar Pradesh
Tender Value
31.10 Lakhs
Estimated cost
Bid Submission
05 Nov 2026
7 days left
EMD
3.11 Lakhs
Bank guarantee accepted
Document Fee
1255
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 Construction Work Of 1X2 Meter Span Reinforced Cement Concrete Culvert And Drain At Km. 6 In Rania Maitha Bairisawai Road

BOQ

Name of Work:- Construction work of 1X2 meter span RCC culvert and drain at Km. 6 in Rania Maitha Bairisawai Road
Sl. No. Item Description
1Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Earth upto 3 km.)
2Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
3Providing, 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
4Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Morth Specification clause 502.
5Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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.
6Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
7Providing 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.
8Excavation for roadwork in soil with hydraulic excavator 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
9Plain 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.
10Plain/Reinforced Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications 1500, 1700 & 2100.
11Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications 1600
12Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
13Providing and laying of weephole in brick massonary in abutment and wing wall with 110mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification Clause 614, 709, 1204.3.7 fix as per standard (sl no 730)(As per SOR)
14Providing (M 30 Grade) concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 1500, 1700 & 2100
15Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
16Filling Brick bats as filler material between road crust and abutment. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58241180
AUTHORITY Government Departments
TENDER VALUE 31.10 Lakhs
LAST DATE 05-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Work Of 1X2 Meter Span Reinforced Cement Concrete Culvert And Drain At Km. 6 In Rania Maitha Bairisawai Road
Basic Detail
Tender No 2395/12A/Tender/2026 Dated 15.10.2026
Bidding Type Tender
Location
City Kanpur Dehat
State Uttar Pradesh
Key Dates
Publish Date 28 Oct 2026
Submission Date 05 Nov 2026
Open Date 05 Nov 2026
Finance
Tender Value 31.10 Lakhs
Tender Fee 1255
EMD 3.11 Lakhs
Exemption Available
Document List
3f27d198-f1b6-4c1f-ab45-f09b5221cb0a.html
BOQ_2274396.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Oct 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Nov 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

Download All (ZIP) ↓
html

3f27d198-f1b6-4c1f-ab45-f09b5221cb0a.html

xls

BOQ_2274396.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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