Housing Urban and Rular Development Government Departments Closing in 4 days TDR #57508598

Tender for Tender for Construction Of The New Road From Bandahedi To Shermau.

Issued by Government Departments · Saharanpur, Uttar Pradesh
Tender Value
2.08 Crore
Estimated cost
Bid Submission
19 Sep 2026
4 days left
EMD
12.40 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of The New Road From Bandahedi To Shermau.

BOQ

Name of Work:- ckankgsMh ls ksjeÅ ekxZ dk uo fuekZ.k dk dk;ZA
Sl. No. Item Description
1Excavation in Soil with Dozer with lead up to 100m/Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
2Construction 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 3.4
3Construction 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.
4Providing, 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.
5Providing, laying and spreading Material on a prepared sub grade,adding cement @ 2% by weight to the the spred Material,mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconlined compressive strength and to form a layer of sub base.
6Providing, laying and spreading Material on a prepared sub grade,adding cement @ 4% by weight to the the spred Material,mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconlined compressive strength and to form a layer of sub base.
7Providing and applying tack coat with Bitumen VG-10 grade using emusion pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
8Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using 80/100 Grade Bitumen bitumen to required line, grade and level to serve as wearing course on a previously prepared base by manualMORD Specific - ations 508(Case - II By Mechanical Means)
9Providing and laying seal coat by manual means with 80/100 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510By (Mechanical Means)
10Construction of un-reinforced, without dowel jointed at expansion and construction joint, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, recron fibre mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days.using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
11Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
12Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 Brick masonary in 1:4 cement mortar.
13Providing and laying reinforced cement concrete pipe NP3 750 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
14Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause 613.3
15Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
16Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204p.c.c grade m-15
17Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-20
18Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
19Renforcced cement concrete M-15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc.As per Mord specification Clause 804 complete in all respects but excluding GST.
20Renforcced cement concrete M-15 grade hectometer stone of standard design as per IRC:8 fixing in position including painting and printing etc.As per Mord specification Clause 804 complete in all respects but excluding GST.
21Supplying and fixing of foundation/inauguration granitestone of size 3'x2' including cutting, carving etc. compete as per direction of engineer in-charge. complete in all respects but excluding GST. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57508598
AUTHORITY Government Departments
TENDER VALUE 2.08 Crore
LAST DATE 19-09-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of The New Road From Bandahedi To Shermau.
Basic Detail
Tender No 5079/104MS-S/2026 Date 25-08-2026
Bidding Type Tender
Location
City Saharanpur
State Uttar Pradesh
Key Dates
Publish Date 14 Sep 2026
Submission Date 19 Sep 2026
Open Date 19 Sep 2026
Finance
Tender Value 2.08 Crore
Tender Fee 2714
EMD 12.40 Lakhs
Exemption Not Available
Document List
24984dca-75cd-4386-8dbf-898ab630d8ff.html
BOQ_2231380.xls
Tendernotice_1.pdf
Tendernotice_2 (16).pdf

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Tender Timeline

Sep 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 19, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Sep 19, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

24984dca-75cd-4386-8dbf-898ab630d8ff.html

xls

BOQ_2231380.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2 (16).pdf

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