Tender For Interlinking/Road Construction Work In Amarpatti Rajbhar Basti.
Tender Value
50.87 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
7 days left
EMD
1.02 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaunpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Interlinking/Road Construction Work In Amarpatti Rajbhar Basti.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1 |
| 2 | S&L of Rcc hume pipe NP-3 including collars/spigot & socketed type joints , confirming to BIS specification as per IS:458:2003 AS per uppwd S.I no 26 450mm nominal dia rcc hume pipe |
| 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 wheel roller to achieve 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 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. |
| 5 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means as per Technical Specification Clause 502 |
| 6 | Providing and applying tack coat with Emulsion RS1 using distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 7 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm - 11.2 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, by manual MORd specific. 508 |
| 8 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 ( By Mechanical Mean ) |
| 9 | Brick edging on both side of road Technical Specification Clause 412 |
| 10 | 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 11 | E/w in excavation in foundation in o/s including lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth into space between the building and sides of foundation trenches or into plingth and removal and disposal of suplus earth as directed by engineer in charge upto a distance of 30 m from the foundation trenches I/c T&P as per S.I no 251 |
| 12 | Concrete with 4 cm gauge brick ballast , sand of 1.25 F.M and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and T&P I/c as per S.I no 273 |
| 13 | M-150 Brick work in Foundation with (1:4) cement &F/sand mortar I/c as per SI No. 305 . |
| 14 | 12 mm thick plaster in 1:4 cement& F/sand as per SI.No. 584 |
| 15 | Supply and fixing imformatory sign board . |
| 16 | Laying and jointing of Rcc hume pipe with collars with cement mortar excluding cost of pipe and collar I/c (Dia 200mm--450mm)I/C as per s.i no 29 NSS(IV) |
| 17 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorisng glass beads @ 250 gms per sqm area same as per MORTH spec-8.13.803 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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