Public Administrative Department Government Departments Closing in 2 days TDR #56626375

Tender For Coating Work Of Road From Chitrapar Via Sierram Pul.

Issued by Government Departments · Basti, Uttar Pradesh
Tender Value
1.14 Crore
Estimated cost
Bid Submission
28 Jul 2026
2 days left
EMD
2.30 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Coating Work Of Road From Chitrapar Via Sierram Pul.

BOQ

Name of Work:- Siyararam pul se bandha hote huye chitrapar tak shunya se lepan karya
Sl. No. Item Description
1Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. Non thorny jungle) ( By Mechanical Means) P.W.D. S.I. No 259
2E/W in excavation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I upto a distance of 30m from the foundation trenches including all T&P phowereh and basket etcas per S.I. No. 251 (For GSB Trenches)
3Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2 Cartage 3 KM
4Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
5Construction 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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)
6Providing, laying, spreading and compacting stone aggregates of specific sizes (63-45 mm) 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 the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM II)
7Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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 the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III)
8Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
9Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
10Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm (passing 100% on 22.4 mm sieve and fully retained on 11.2 mm seive ) and 11.2 mm (passing 100% on 13.2 mm sieve and fully retained on 5.6 mm seive) granite stone grits in the ratio 2:1 using penetration grade bitumen 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 Type C as per Technical Specification Clause 508. (using Bitumen 80/100 grade) By Mechanical Means
11Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case III - Type C as per Technical Specification Clause 510 (using 80/100)
12Brick on Edges on both side of the road of 1st class brick 8 Cm.(3\\") Wide and 12 Cm(4.5\\") deep laid with Local Sand all labour finished to the required template and in proper alingnment including all labour, T&P sudries required fro proper completion of work with material as per S.I. No. 765
13S/F Inaugration black granite (Polished)20mm thick stone size 0.90x0.60 m including lettering, printing, border ect. Will be painted of superior quality is required shade and colour including excavation of foundation (1.50x0.50x0.90m),P.C.C. 1:4:8(1.50x0.50x0.12m), brick work 1:4 with cement fine sand in foundation (1.36x0.345x1.20m) ,12mm thick plaster 1:4 with cement fine sand and finishing walls with water profing white cement paint of approved make and quality such as super snowcem paint etc. all complete.
14Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.Ordinary Kilometer Stone (Precast)
15Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.200 m Stone (Precast) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56626375
AUTHORITY Government Departments
TENDER VALUE 1.14 Crore
LAST DATE 28-07-2026
Authority
Authority Name Rural Engineering Department
Work Description Tender For Coating Work Of Road From Chitrapar Via Sierram Pul.
Basic Detail
Tender No 492/RED/Nivida Patrawali/bond Clerk/2026-27 Dt. 08.07.2026
Bidding Type Tender
Location
City Basti
State Uttar Pradesh
Key Dates
Publish Date 23 Jul 2026
Submission Date 28 Jul 2026
Open Date 29 Jul 2026
Finance
Tender Value 1.14 Crore
Tender Fee 2714
EMD 2.30 Lakhs
Exemption Available
Document List
4cbeadc1-7afe-4d37-af31-622e6cab02d9.html
BOQ_2199709.xls
Tendernotice_1.pdf
Tendernotice_2 (3).pdf

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Tender Timeline

Jul 23, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Jul 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
html

4cbeadc1-7afe-4d37-af31-622e6cab02d9.html

xls

BOQ_2199709.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2 (3).pdf

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