Tender For Reconstruction Of The Link Road With Cc Pavement From Sahmad MiyanS House To Kailash YadavS House In Gram Ghuma.
Tender Value
91.64 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
5 days left
EMD
6.59 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
Sonbhadra → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Reconstruction Of The Link Road With Cc Pavement From Sahmad MiyanS House To Kailash YadavS House In Gram Ghuma.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Embankment with approved Material Obtained from Borrow Pits with a lift upto 1.5 m,transporting to site, spreading, grading to required slopes and compacting to meet requirment of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 |
| 2 | Construction of granular sub-base by providing well graded ready mixed sukrut material, spreading in uniform layers with motor grader on prepared surface with at OMC, and compacting in two layer with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 3 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Sukrut Stone ballast size 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, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 4 | Construction of un reinforced 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) coarde and fine aggregates confoming to IS:383 maximum size of coarse aggreagate 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 near aapproaches 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 |
| 5 | Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lift and leads , transporting to site, spreading, grading to required slopes and compacted to meet requirment of Table 300.2 with lead upto 1000 m as per as per Technical Specification Clause 303.1 |
| 6 | Earthwork in excavation in ordinary soil for structures as Per drawing and techanical specification clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 7 | Plain Cement Concrete (PCC) M-10(1:3:6 Nominal Mix) in open foundation complete as per drawing and techanical specification Clause 802. |
| 8 | Stone masonary work in cement mortor(1:4) in foudation complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort). |
| 9 | Stone masonary work in cement mortor(1:5) in sub-structure complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort). |
| 10 | Raised cement pointing with cement mortar consisting of 1 part cement and 3 part of coarse sand as per drawing and Techanical specification clauses 613.3,1204 |
| 11 | Providing PCC M-20 archtectural coping on the top of wing/return wall. etc. complete as per drawing and techanical spec. clauses 615,710 and 1204.3.11 |
| 12 | S/O 600 mm 7.5 R/M |
| 13 | P/L , fixing, jointing 600 mm 7,5 R/M As Per SOR Sr No.30 NS5(A) (iii) |
| 14 | 12 mm thick plaster with cement morter in porportion of 1:4 cement and sand of 1.25 F.M. over brick work minimum thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper completion of the work as per SOR No. 584 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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