Tender For Widening And Strengthening Of Four Lane From Jhalkaribai Tiraha To Bajariya Chauki Via Keerat Sagar (Mahoba Charkhari Muskara Mdr) Work
Tender Value
6.04 Crore
Estimated cost
Bid Submission
03 Nov 2026
10 days left
EMD
12.10 Lakhs
Bank guarantee accepted
Document Fee
6250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mahoba → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening And Strengthening Of Four Lane From Jhalkaribai Tiraha To Bajariya Chauki Via Keerat Sagar (Mahoba Charkhari Muskara Mdr) Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Oct-2026 | Date | Date | 03-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 340-2. |
| 3 | GSBConstruction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 4 | WMMProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 5 | Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 6 | DGBMProviding and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 7 | TackProviding and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 8 | BCProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 9 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres |
| 10 | Earth work in excavaton of foundation of structrures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 11 | Sand Filling in Foundation Trenches as per Drawing & Technical Specifiation |
| 12 | Beding for pipeLaying Reinforced Cement concrete pipe NP4/ Prestressed Concrete Pipe for culverts on first Class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and mosonry works, in head walls and parapets. (1000mm) |
| 13 | Beding for pipeLaying Reinforced Cement concrete pipe NP4/ Prestressed Concrete Pipe for culverts on first Class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and mosonry works, in head walls and parapets.(2x1000mm) |
| 14 | Providing and laying reinforced Cement Concrete Pipe NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets Clause 1106. (600 mm dia) |
| 15 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days. |
| 16 | Stone Masonry work in cement Mortar 1:3 in foundation complete as per drawing and Technical specifications. (RCR) |
| 17 | Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications |
| 18 | Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specifications.PCC Grade M15 using batching plan & manual placing (1:2:4) |
| 19 | RCC Grade M20 using batching plant transit mixer & Manual placing (1:1.5:3) |
| 20 | Plastering with cement mortar (1:3) on brick work in sub- structure as per Technical Specificaton |
| 21 | Supplying, Fitting and placing Un-coated HYSD bar Reinforcement in foundation compete as per Drawing and Technical Specifications. |
| 22 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less then 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 23 | Dewatering tunnel by pumping out water collected by natural drainage inside tunnel including Dewatering in tunnel by pumping out water collected by natural drainage inside tunnel including providing sump wherever necessary, cost of all meterials, machinery, labour, drainage and all other ancillary operations etc, complete. |
| 24 | Providing weep holes in Brick asonry/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing face. Complete as per drawing and Technical specifications |
| 25 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (13.8) (Ratex0.735x(106/107)) |
| 26 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) (13.47.1) Ratex0.735x(106/107) |
| 27 | Maintenance Charge including @ Earth work ,repair of painted /C.C. surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 31(Excluding G.S.T.)Maintenance of First Year @0.00 % of total work amount of 1 to 31) |
| 28 | Maintenance Charge including @ Earth work ,repair of painted /C.C. surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 31(Excluding G.S.T.)Maintenance of Second Year @0.25 % of total work amount of 1 to 27) |
| 29 | Maintenance Charge including @ Earth work ,repair of painted /C.C. surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 35(Excluding G.S.T.)Maintenance of Thard Year @0.50 % of total work amount of 1 to 31) |
| 30 | Maintenance Charge including @ Earth work ,repair of painted /C.C. surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 31(Excluding G.S.T.)Maintenance of Forth Year @0.75 % of total work amount of 1 to 31) |
| 31 | Maintenance Charge including @ Earth work ,repair of painted /C.C. surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work. Total of work Amount 1 to 31(Excluding G.S.T.)Maintenance of Fiveth Year @1.00 % of total work amount of 1 to 31) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 03, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 10 daysNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 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