Tender For Repairing Of Link Road Alinagar Kenchra Choraha To Malik Khan Jahanpur.
Tender Value
80.30 Lakhs
Estimated cost
Bid Submission
17 Nov 2026
2 days left
EMD
6.02 Lakhs
Bank guarantee accepted
Document Fee
14220
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Agra → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairing Of Link Road Alinagar Kenchra Choraha To Malik Khan Jahanpur.
BOQ
| Sl. No. | Item Description |
| 1 | Interlocking/C.C. Area:- Water Bound Macadam (63-45) 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 wheeled roller 80-100kn in stages to proper grade and camber, appling and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. gradding-3 as per technical specification MORD clause 405(3A) |
| 2 | Water Bound Macadam (22.4-53) 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 wheeled roller 80-100kn in stages to proper grade and camber, appling and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. gradding-3 as per technical specification MORD clause 405(3A) |
| 3 | CEMENT CONCRETE PAVEMENT(C.C ROAD) 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 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side fromwork (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, admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (approved Quarri grit) |
| 4 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift. the earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge (Carted Earth Beyoned 01 Km.) (AOR) |
| 5 | Maintainance of 5 Year (@2.50% of Total Work Amount of Interlocking/C.C. Area) |
| 6 | Other Work:- Providing & fixing & Hosting of Reflective Signs with a corrosion resistant 4mm thick aluminium compsite panel face to be fully covered with sheeting type IV as per IRC-67:2010 retro reflective sheeting with MS angle frame of 35x35x5mm of MS pole 100mm dia meter with wall thickness of 7.1mm weighing 20kg/m as per drawing even as per the colouring scheme as show in the drawing. (Rate Sanction as per Estimate) |
| 7 | Laying and fixing of 350mm dia N.P.-3 Hume pipe (Socket Hume pipe) including cost of Material etc in proper position as directed by E/I including cartage of pipes/collars upto 100km distance including cost of pipes etc (AOR) |
| 8 | E.W. in excavation in foundation trenches in ordinary soil (loam, clay or sand), including lift up to 1.50 m and lead up to 30 m, and including filling, watering and ramming of excavated earth into trenches or in the space between trenches or in the plinth, and removal and disposal of surplus earth as directed by the Engineer-in-Charge up to a distance of 30 m from the foundation trenches. (Chapter 4, Item 1) |
| 9 | Providing and laying cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate, 40 mm nominal size) and curing complete, including cost of formwork in foundations and floors. (Fine sand not less than 1.25 FM). (Chapter 5, Item 1) |
| 10 | RCC work: Providing and laying in position specified grade of R.C.C. raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement. All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate, 20 mm nominal size). (Chapter 5, Item 8) |
| 11 | Reinforcement of reinforced concrete or reinforced brick work (when not included in the overall rates), brought to the required shape as necessary, including bending for proper completion of the work and including the supply of steel and its wastage, bends, hooks, binding wire and authorized overlapping. Shall be measured up to floor two level. (Chapter 10, Item 3) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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