Tender For Repairing Of Link Road Jasrana Ghiror Marg To Nagla Hariya.
Tender Value
22.64 Lakhs
Estimated cost
Bid Submission
09 Jul 2026
4 days left
EMD
2.30 Lakhs
Bank guarantee accepted
Document Fee
4000
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 Jasrana Ghiror Marg To Nagla Hariya.
BOQ
| Sl. No. | Item Description |
| 1 | PC Area:- 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) |
| 2 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 3 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates and using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. |
| 4 | 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 |
| 5 | 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 and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge (SI_ 253a) |
| 6 | Maintainance of First Year (@0.00% of Total Work Amount of Interlocking/C.C. Area) |
| 7 | Maintainance of Second Year (@ 2.00% of Total Work Amount of PC + Hume Pipe Area) |
| 8 | Maintainance of Third Year(@3.00% of Total Work Amount of PC + Hume Pipe Area) |
| 9 | Maintainance of Fourth Year (@4.00% of Total Work Amount of PC + Hume Pipe Area) |
| 10 | Maintainance of Fifth Year (@6.00% of Total Work Amount of PC + Hume Pipe Area) |
| 11 | Interlocking/C.C. Area:- 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) |
| 12 | 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) |
| 13 | Supply & Laying of I shaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (Rubber molded) (Chapter_20_Item_14D) |
| 14 | Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Chapter_6_Item_1) |
| 15 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. (Chapter_5_Item_6) |
| 16 | Maintainance of First Year (@0.00% of Total Work Amount of Interlocking/C.C. Area) |
| 17 | Maintainance of Second Year (@ 0.25% of Total Work Amount of Interlocking/C.C. Area) |
| 18 | Maintainance of Third Year(@0.50% of Total Work Amount of Interlocking/C.C. Area) |
| 19 | Maintainance of Fourth Year (@0.75% of Total Work Amount of Interlocking/C.C. Area) |
| 20 | Maintainance of Fifth Year (@1.00% of Total Work Amount of Interlocking/C.C. Area) |
| 21 | 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) |
| 22 | 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) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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