Housing Urban and Rular Development Government Departments Closing in 9 days TDR #58164947

Tender For Long Term And Short Term Improvement Work Of Junctions Located At Atrauli Palimuki Ur (Odr) Marg

Issued by Government Departments · Aligarh, Uttar Pradesh
Tender Value
1.11 Crore
Estimated cost
Bid Submission
07 Nov 2026
9 days left
EMD
7.60 Lakhs
Bank guarantee accepted
Document Fee
2354
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Long Term And Short Term Improvement Work Of Junctions Located At Atrauli Palimuki Ur (Odr) Marg

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 22-Oct-2026 Corrigendum Other 07-Nov-2026

BOQ

Name of Work:- Long term and short term improvement work of Junctions located at Atrauli Palimuki ur (ODR) Marg
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.As per MORT&H clause 3.16(305) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
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 & including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes but excluding G.S.T.
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 & including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes but excluding G.S.T.
4Providing and applying primer coat with SS2 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 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
5Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
6Providing and laying dense graded bituminous macadam (Grade-I) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent 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 MoRT&H specification clause No. 505 complete in all respects & including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes but excluding G.S.T.
7Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes but excluding G.S.T.
8Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Carted earth 2 km & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
9Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing 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 holes. As per MORT&H clause 8.13 (803) (Ch-6, Sl. 2) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
10Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Transverse bar) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. (Ch-6, Sl. 3) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
11Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender (CH-6 SI.No.18) :(1) Cautionary Sign Board for T&Y Junction (CH-6 SI.No.18(i)) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
12(2) Informatory Sign Board Junction (CH-6 SI.No.18(iv)) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
13(3) Stop/Speed Limit Sign Board Junction (CH-6 SI.No.18(vii)) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
14(4) Hump/Speed Breaker Sign Board Junction (CH-6 SI.No.18(i)) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
15(5) (Left/Right) Object Hazard Junction (CH-6 SI.No.18(x)) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.
16Reflective Raised Pavement Markers (Cat Eye/Road Stud)Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+1-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. (Ch-6, S.No. 5) (RPM with Shank) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58164947
AUTHORITY Government Departments
TENDER VALUE 1.11 Crore
LAST DATE 07-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Long Term And Short Term Improvement Work Of Junctions Located At Atrauli Palimuki Ur (Odr) Marg
Basic Detail
Tender No 4523-13A Dt-15-10-2026
Bidding Type Tender
Location
City Aligarh
State Uttar Pradesh
Key Dates
Publish Date 22 Oct 2026
Submission Date 07 Nov 2026
Open Date 01 Jan 0001
Finance
Tender Value 1.11 Crore
Tender Fee 2354
EMD 7.60 Lakhs
Exemption Available
Document List
BOQ_2268556.xls
dc7d17a2-214e-4fc6-989b-d8db5f0d6057.html
Tendernotice_1.pdf

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Tender Timeline

Oct 22, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 07, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 9 days
Nov 07, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_2268556.xls

html

dc7d17a2-214e-4fc6-989b-d8db5f0d6057.html

pdf

Tendernotice_1.pdf

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