Tender For Repair Of Road Mohanpur Gada To Nainkheda
Tender Value
30.54 Lakhs
Estimated cost
Bid Submission
18 Nov 2026
10 days left
EMD
3.06 Lakhs
Bank guarantee accepted
Document Fee
5428
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Saharanpur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Repair Of Road Mohanpur Gada To Nainkheda
BOQ
| Sl. No. | Item Description |
| 1 | P.C Area - Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levies and slopes and also including 1.50 M lift and 30 M. Lead The earth from cutting S.I. No. 253 a |
| 2 | WBM Grading-3Providing & laying spreading and compacting stone aggregates of specifice 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 appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18 |
| 3 | Providing & applying Primer coat with bitumen emilsion (SS-1) on surface of granular base including cleaning of road surface and spraying at the rate of 0.90-1.2 kg/Sqm using mechanical means as per technical Specfication Clause 502 |
| 4 | Providing & applying Tack coat with bitumen VG-10 grade using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 5 | 20 mm thick Open-Grade premix carpet using Bituminous (penetration grade /modified bitumen) Binder Providing laying and rolling of open-graded premix carpet of 20 mm thikness composed of 13.2 mm to 5.6 mm aggregates using 80/100 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, by Manual means MORD Specification clause 508 |
| 6 | Providing & laying seal coatby manual means with 80/100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Manual means Specification clause 510 |
| 7 | Excavation in foundation in ordinary soil including lead upto 30 meter and lift upto 1.5 meter and including of excavated earth in to the trenches or in to the sapce of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed E/I (S.I. No. 251A) |
| 8 | Supply & laying and fixing 350 m.m Dia NP3class R.C.C humepipe including joining etc complete. Ana |
| 9 | Concrete with 4 cm guage stone ballast, fine sand of 1.25 FM and cement in proporttion of 1:6:12 in foundation andundr floors including supply of all materials, labour and T&P etc. reqd. for proper completion of the work. (SI 281-275+273) |
| 10 | Supplying & Fixing of retro reflective sign board with a corrosion resistant 4 mm thick aluminium composite panel (HIP type IV) as per approved design & drawing. Retro Reflective (HIP type IV) sign board warranty upto 7 years. Rate includes fabrication, supply of materials, transportation and erection of the signage structure for proper completion of work. Saction rate Moradabad at HQ |
| 11 | (PART-B) Maintenance of of 5 year@15% of total work amount of PC area fo coat |
| 12 | (PART-B) Maintenance of of 5 [email protected]% of total work amount of PC area fo coat |
| 13 | Interlocking Tiles-Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levies and slopes and also including 1.50 M lift and 30 M. Lead The earth from cutting S.I. No. 253 a |
| 14 | WBM Grading-3Providing & laying spreading and compacting stone aggregates of specifice 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 appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18 |
| 15 | Supply and laying of 80 mm thick mechanically comeressed inter locking cement concret paiver blocks manufatured by pressure and control vibration machine having plain dimension 200x160+120 mm with minimum 5 mm thick topping of OP cement compressive strenght of concret paiver block shall be not to be less than 30 MPa and 4.40 kg /no completed. Sor 2022 New item |
| 16 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in raft foundation excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 287) |
| 17 | Mild Steel or TMT bars (Fe-500 D grade or higher) or HYSD Bars or Iron in plain work such as reinforced concrete or brick work (when not including in an over all rates) brought to required shaps as necessary including bending for proper complection of the work and including supply of all steel S.I. No. |
| 18 | (PART-B) Maintenance of of 5 [email protected]% of total work amount of Interlocking Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender