Housing Urban and Rular Development Government Departments Closing in 6 days TDR #58212071

Tender For Improvement Road Engineering Deficiencies And Road Safety Work On Bilgram Sandi Allaganj Road (Sh-138) In District Hardoi In F.Y. 2026-27

Issued by Government Departments · Hardoi, Uttar Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Nov 2026
6 days left
EMD
5.10 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Improvement Road Engineering Deficiencies And Road Safety Work On Bilgram Sandi Allaganj Road (Sh-138) In District Hardoi In F.Y. 2026-27

BOQ

Name of Work:- Improvement road engineering deficiencies and road safety work on Bilgram Sandi Allaganj Road (SH-138) in District Hardoi in F.Y. 2026-27
Sl. No. Item Description
1Construction 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 Technical Specification Clause 301.5 carted earth (Including labour Cess Excluding G.S.T)KM 18
2KM 19
3KM 28
4KM 52
5Excavation 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 (Including labour Cess Excluding G.S.T)KM 18
6KM 52
7Scarifying existing bituminous road surface to a depth of 50 mm and disposal of scraified material within all lifts and lead upto 1000 metres. (Including labour Cess Excluding G.S.T)KM19
8Construction 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. (Including labour Cess Excluding G.S.T)KM18
9Providing And Laying of 80 mm thick pre moulded inter locking paver tiles over 20 cm compected GSB including 4 cm thick coarse sand bed over prepared surface including all labour T&P etc. required for proper completion of work (Including labour Cess Excluding G.S.T)KM18
10Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting tosite,spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1(Including labour Cess Excluding G.S.T)KM19
11Granular Sub-base with Well Graded Material (Table 400.1) (A)By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Including labour Cess Excluding G.S.T)KM19
12Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density . (Including labour Cess Excluding G.S.T)KM19
13Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density . (Including labour Cess Excluding G.S.T)KM19
14brick edging both side of the Road ……………………Completion of work . (Including labour Cess Excluding G.S.T)KM19
15Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . (Including labour Cess Excluding G.S.T)KM19
16Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (Including labour Cess Excluding G.S.T)KM16
1720mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration 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 as per Technical Specification Clause 508 (Including labour Cess Excluding G.S.T)KM16
18Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A.By Manual Means (Including labour Cess Excluding G.S.T)KM16
19Providing and applying tack coat with Bitumen VG-10 using bitumen 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. (Including labour Cess Excluding G.S.T)KM16
20Providing 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 respect (Including labour Cess Excluding G.S.T)KM16
21Providing 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 (Including labour Cess Excluding G.S.T) KM 16
22Providing and 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. The finished surface to be level, uniform and free from streaks and hole, complete as per Technical Clause 803 of MoRTH Specification. (Including labour Cess Excluding G.S.T)KM16
23Providing and laying of Hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 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 hole, complete as per Technical Clause 803 of MoRTH Specification.Ripeted bar (Including labour Cess Excluding G.S.T)KM16
24CAUTION BOARDProviding and erecting direction and place identification retro-reffectorised sign as per IRC-67 made of high intensity grade sheeting vide clause801.3 fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm. Supported on a miled steel single angle iron post 75×75×6 mm finmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45×45×60 cm. below ground level as per approved drawing , complete. (90×90 cm) . (Including labour Cess Excluding G.S.T)KM16
25For Stop SignProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post (Including labour Cess Excluding G.S.T)KM16
26Providing and fixing of Cat Eyes 3M/Equivalent brand markers series 290 (Cat Eyes) (Red/Yellow Coulor) it made of polycarbonate both side Retro Reflection are electronically welded prismatic retro reflection lens for maximum reflection in both condition w (Including labour Cess Excluding G.S.T) KM16
27Maximum Speed LimitProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iro (Including labour Cess Excluding G.S.T)KM16
28Place identification BOARDProviding and erecting direction and place identification retro-reffectorised sign as per IRC-67 made of high intensity grade sheeting vide clause801.3 fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm. Supported on a miled steel single angle iron post 75×75×6 mm finmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45×45×60 cm. below ground level as per approved drawing , complete. (90×90 cm) . (Including labour Cess Excluding G.S.T)KM16
29Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. (Including labour Cess Excluding G.S.T)KM18
30HAZARD MARKERProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post (Including labour Cess Excluding G.S.T)KM18
31Providing and erecting a W metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail ,70 cm above road /ground level fixed …….complete as per clause 810 (Including labour Cess Excluding G.S.T)
32Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal (Including labour Cess Excluding G.S.T) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58212071
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 05-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Improvement Road Engineering Deficiencies And Road Safety Work On Bilgram Sandi Allaganj Road (Sh-138) In District Hardoi In F.Y. 2026-27
Basic Detail
Tender No 4496 M/1MT/ E-TENDER/UC/ 26-27 DATE 15.10.2026
Bidding Type Tender
Location
City Hardoi
State Uttar Pradesh
Key Dates
Publish Date 26 Oct 2026
Submission Date 05 Nov 2026
Open Date 05 Nov 2026
Finance
Tender Value Ref. Documents
Tender Fee 2714
EMD 5.10 Lakhs
Exemption Available
Document List
6f5be272-4f43-4ee8-aee7-7f2abdbc65c5.html
BOQ_2272292.xls
T24496.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 26, 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 · 6 days
Nov 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

6f5be272-4f43-4ee8-aee7-7f2abdbc65c5.html

xls

BOQ_2272292.xls

pdf

T24496.pdf

pdf

Tendernotice_1.pdf

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