Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualified. |
| 2 | Accepted-Technical VEDIC MARKET NTPC ROAD DIBIYAPUR AURAIYA UTTAR PRADESH 206244 | AURAIYA | UTTAR PRADESH | 206244 | Accepted-Technical Technically Qualified. |
| 3 | Accepted-Technical SC 326 SHASTRI NAGAR GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | Accepted-Technical Technically Qualified. |
Tender Value
₹4.1 Cr
EMD Value
₹9.6 L
Closing Date
29 Dec 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
PGM(E)
UPSIDA Complex, A-1/4 Lakhanpur Kanpur-208024
Maintenance and Upgradation of Roads in Housing Sector at Industrial Area Jainpur in Distt Kanpur Dehat
2025_SIDC_1100920_1
CD-8(367) Dt.19.11.2025
Open Tender
Civil Works
Percentage
180 days
Jainpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,637
UPSIDA
₹9.6 L
7 Jan 2026
22 Dec 2025
30 Dec 2025
22 Dec 2025
29 Dec 2025
22 Dec 2025
Construction of Granular Sub Base by Providing Coarse Graded Material, spreading in uniform layers with motar grader on preapared surface, mixing mix in place method with Rotavator at OMC, and compacting with Vabratory Roller to achieve the desired Density complete as per Clause No - 401 and also supply of all material labour and T&P etc as required for proper completion of the work. (Clause 401)
Providing, Laying, Spreading and Compacting Graded Stone Aggregateto 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 paver in sub-base/ base course on well preapared surface and compacting with Vibratory Roller to achieve desired density and also supply of all material labour and T&P etc as required for proper completion of the work. (Clause 406)
Provinding and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 Kg/Sqm. Using mechanical means
Provinding and applying Tack Coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying 50 MM Dense Graded Bituminous Macadam with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with Bituminous binder @ 4.50% of the mx, tronsported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause501.5, 501.6 and 501.7 to achieve desired compaction, including supply of all material, labour, T&P etc. as required for proper completion of the work. (Clause 505) as per MoRTH
Provinding and applying Tack Coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying 25 MM thick Bituminous Concrete with 100-120 P TPH batch type HMP prouding an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 5.2 to 5.6 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specificatio Clause no -507, including supply of all material, labour, T&P etc. as required for proper completion of the work.
Providing and Laying hot applied thermoplastic compound 2.50 mm thick including reflactorising glass beads @ 250 gms per SqM area thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC : 35. The finish surface is to be lavel, uniform and free from streacks and holes as per MORTH Specification no ;- 803.
Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylonitrite) or HIPS (Hi- impact Polystyrene) or acrylonitrile butadiens styrenc (ABS). The marker shall supported a load of 1335 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably be 351 5° to base and area of each retro- reflecting surface shall not be less than 13.0 sqcm road studs shall be legibly marked with name trade mark or other means of idenfification of the manufacturer. Dimensions of road studs should not be less than 100 mm x100mm x10mm
Brick Edging on both side of the road of class M - 15 bricks 8 cm wide and 12 cm deep laid with mud mortar including all labour and supply of brick finished to required template and ramming the excavated earth as directed by Engineer-In-Charge.
tech_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.09 MB
etenderdoucment.pdf
Tender Documents • 1.17 MB
feeformat.xls
Tender Documents • 0.02 MB
BOQ_2028971.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .