Housing Urban and Rular Development Government Departments Closing in 8 days TDR #57810312

Tender For Construction Work Of 9 Cell 3X3 Meter Box Culvert In Place Of Previously Constructed Damaged Mini Bridge (Ventend Causeway) At Km. 1 (500) Of Shivpur Hill Link Road In Sonbhadra District.

Issued by Government Departments · Sonbhadra, Uttar Pradesh
Tender Value
1.37 Crore
Estimated cost
Bid Submission
10 Oct 2026
8 days left
EMD
8.90 Lakhs
Bank guarantee accepted
Document Fee
2720
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Work Of 9 Cell 3X3 Meter Box Culvert In Place Of Previously Constructed Damaged Mini Bridge (Ventend Causeway) At Km. 1 (500) Of Shivpur Hill Link Road In Sonbhadra District.

BOQ

Name of Work:- जनपद सोनभद्र में शिवपुर पहाड़ी सम्पर्क मार्ग के कि0मी0-1(500) में पुर्व निर्मित क्षतिग्रस्त लघु सेतु (वेंटेंड काजवे ) के स्थान पर 9 सेल 3x3 मी0 के बाक्स कलवर्ट का निर्माण कार्य।
Sl. No. Item Description
1Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. ( As per SOR Ch. 17 Sl. No. 4/694)
2Dismantiling of existing structure like stone Masonary in Culverts bridges,retaining walls and other structure comparing of stone /brick masonry work,icluding T&P and scaffolding wherever necessary,sorting the dismantled removel and disposal of surface earth as directed by Engineer in charge upto a distance of 1000 m from the foundation trenches including all T& P and material etc complete as per UPPWD specification. ( As per SOR Ch. 17 Sl. No. 2/692)
3Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
4Construction 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.
5Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (P.C.C grade M 10 Nominal mix 1:3:6).
6Providing and leying reinforced cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. M 20.
7Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800, 1205.4 and 1205.5 R.C.C. Grade M 30
8Supplying, fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202.
9Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
10Providing and fixing of drainage spout as per drawing and Technical Specifications Claause 2705.
11Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
12Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder as per drawing, and technical specifications Clause 1207.2.4
13Providing and laying filter media underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.
14Providing and laying Flat Stone apron for bed protection to complete as per drawing and technical specifications Clause 1301.
15Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701.
16Construction 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 as per Technical Specification Clause 301.5/3.40.
17Construction 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.
18Providing, laying, spreading and compacting stone aggregates of specific sizes 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.
19Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
20Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
21Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
22Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-10 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 either Type A or Type B or Type C as per Technical Specification Clause 508.
23Providing and laying seal coat sealing the voids in a bituminous VG-10 surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
24Laying reinforced cement concrete pipe of 1000 mm dia NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets
25Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed rubble masonry (1st sort).
26Pointing with cement mortar (1:3) on stone masonary as per drawing and technical specification Clauses 613.3 and 1204 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57810312
AUTHORITY Government Departments
TENDER VALUE 1.37 Crore
LAST DATE 10-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Work Of 9 Cell 3X3 Meter Box Culvert In Place Of Previously Constructed Damaged Mini Bridge (Ventend Causeway) At Km. 1 (500) Of Shivpur Hill Link Road In Sonbhadra District.
Basic Detail
Tender No 4084/53M M Circle/2026 date 08.09.2026
Bidding Type Tender
Location
City Sonbhadra
State Uttar Pradesh
Key Dates
Publish Date 01 Oct 2026
Submission Date 10 Oct 2026
Open Date 10 Oct 2026
Finance
Tender Value 1.37 Crore
Tender Fee 2720
EMD 8.90 Lakhs
Exemption Available
Document List
BOQ_2248367.xls
e7f29211-c1a6-4545-93a7-ae6c1ec6522d.html
T201.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 01, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 10, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Oct 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_2248367.xls

html

e7f29211-c1a6-4545-93a7-ae6c1ec6522d.html

pdf

T201.pdf

pdf

Tendernotice_1.pdf

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