Tender For Repair And Maintenance Of Link Road From Neelgaon To Chaubepur.(L-1.500 Km)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Nov 2026
1 days left
EMD
4.44 Lakhs
Bank guarantee accepted
Document Fee
8732
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sitapur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair And Maintenance Of Link Road From Neelgaon To Chaubepur.(L-1.500 Km)
BOQ
| Sl. No. | Item Description |
| 1 | Construction of embankment in ordianry soil with approved material obtained from available land as permitted and approved by Engineer-in-charge and as per Technical Speciation clause 301.3.4.1 with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per Technical Specification clause 301.5 |
| 2 | Providing, Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate ,watering and compacting to the required density G-III |
| 3 | 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 0.70kg/sqm usingmannual means . |
| 4 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . |
| 5 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 . |
| 6 | Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . |
| 7 | Supply & laying of 350mm dia N.P.-3 class Hume pipes in position and proper alignment including supply of all materias, labour and T&P etc. required for proper completion of work.(N.S) |
| 8 | Providing and fixing of Recto reflective steel sign board as per drawing design including writing of details as specified by Engineer in charge. including supply of all materials, labour T&P, cartage upto site complete in all respect required for proper completion of the work and as per direction of E/I. |
| 9 | Maintenance cost of 1st year @ 0% cost of work on Item No. 1 to 9 |
| 10 | Maintenance cost of 2ndyear @1 % cost of work on Item No. 1 to 9 |
| 11 | Maintenance cost of 3rd year @1.5 % cost of work on Item No. 1 to 9 |
| 12 | Maintenance cost of 4th year @2 % cost of work on Item No. 1 to 9 |
| 13 | Maintenance cost of 5th year @3 % cost of work on Item No. 1 to 9 |
| 14 | Construction of embankment in ordianry soil with approved material obtained from available land as permitted and approved by Engineer-in-charge and as per Technical Speciation clause 301.3.4.1 with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per Technical Specification clause 301.5 |
| 15 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by the E/I . All Kinds of soil..(SI ) |
| 16 | Providing , laying ,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-0100 kN static roller in stages to proper grade and camber, applying and brooming , crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 |
| 17 | Class 150 brick work in 1:4 cement and coarse sand mortar in foundation. |
| 18 | Providing and laying of cement conrete 1:2:4 (1 cement:2 coarse sand : 4graded stone aggregte 20 mm nominal size ) including curing, supply of all material, labour, T&P etc complete in all respect required for proper completion of the work. (SI No 279) |
| 19 | 12mm thick cement plaster with cement mortarin propotion of 1:4 cement & coarsesand of single coat for interior rounded angles chamber and rounded angles not exceeding 80mm in girtfinished even and smooth. |
| 20 | Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawing and technical specification clause 1504. |
| 21 | Maintenance cost of 1st year @ 0% cost of work on Item No. 15 to 21 |
| 22 | Maintenance cost of 2ndyear @0.25 % cost of work on Item No. 15 to 21 |
| 23 | Maintenance cost of 3rd year @0.50 % cost of work on Item No. 15 to 21 |
| 24 | Maintenance cost of 4th year @0.75 % cost of work on Item No. 15 to 21 |
| 25 | Maintenance cost of 5th year @1.00 % cost of work on Item No. 15 to 21 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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