Tender For The Construction Of The Supanth-Shankar Saran Upadhyay To Kali Sadak H-Patalijhar Link Road, Including 5 Years Of Maintenance.
Tender Value
1.59 Crore
Estimated cost
Bid Submission
25 Sep 2026
12 days left
EMD
9.96 Lakhs
Bank guarantee accepted
Document Fee
2720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mirzapur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For The Construction Of The Supanth-Shankar Saran Upadhyay To Kali Sadak H-Patalijhar Link Road, Including 5 Years Of Maintenance.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 12-Sep-2026 | Corrigendum of Technical Bid | Technical Bid | 25-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in embankment in moorum mixed/black cotton soil. Excavation to be in the form of regular pits not exceeding 0.5 m in depth and earth work in embankment to be in 20 cm layers including ramming & dressing the surface to raquired level and slope and also i/c 1.5m lift and 30m lead |
| 2 | Supply and laying of local sand in trench including ramming, dressing, watering etc. including cost of all material, labour etc. complete. (within 8 km.) SI No. 255 |
| 3 | Construction 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 sheel roller to achive the desired density, complete as per Technical Specification Clause 401. |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 5 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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, 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, |
| 6 | Earth work in patries both one side of road. Excavation to be in inordinary black with moorum soil form of regular pits not excceding 0.50 m in depth and earth work in embankment in 20 cm layers including ramming and dressing the surface to required lavels and slopes and also including 1.5 m lift and 30 m lead including all labour. T&P etc complete as per direction of Engineer-in-charge |
| 7 | CONSTRUCTION OF HP-350MMEarth work in excavation in foundation in moorum/single/ kankar requiring the used of specal T&P such as pixckaxes subbals etc including all labour T&P royality etc all complete. |
| 8 | Cement concrete with 4 cm gauge stone ballast coarse sand and cement in the proportion 4:3:1 including cost of all material, labour etc. complete. SI No. 281 |
| 9 | Providing 350 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Pipe |
| 10 | Laying 350 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Laying Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 25, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 12 daysSep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysTender Documents
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