Tender For Widening And Strengthening Work Kundasar-Mahsi-Nanpara (Mdr) Km-44 (Singiya Nasirpur Mod) To Nakwa Mod Covering Chainage 0.000 To 3.350 In District Bahraich Financial Year 2026-27 Vidhan Sabha-Mahsi
Tender Value
7.71 Crore
Estimated cost
Bid Submission
29 Oct 2026
1 days left
EMD
15.43 Lakhs
Bank guarantee accepted
Document Fee
12154
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bahraich → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening And Strengthening Work Kundasar-Mahsi-Nanpara (Mdr) Km-44 (Singiya Nasirpur Mod) To Nakwa Mod Covering Chainage 0.000 To 3.350 In District Bahraich Financial Year 2026-27 Vidhan Sabha-Mahsi
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Oct-2026 | Date | Date | 29-Oct-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.[MoRTH Ref. Sl.No. 3.06- 301 ] |
| 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 300-2.[MoRTH Ref. Sl.No. 3.17- 305 ] |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. [MoRTH Ref. Sl.No. 3.16- 305 ](Cartad Earth) |
| 4 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.[MoRTH Ref. Sl.No. 3.14- 305.4.3] |
| 5 | Granular Sub-Base with Graded Material (Table:- 400-1) :- Construction 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 .[MoRTH Ref. Sl.No. 4.01, B - 401] |
| 6 | Cemented Base (C.T.B) :- Providing, laying, spreading of graded stone aggregate (WMM ) after mixing with 4% OPC cement with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying within uniform single layers on sub- base / subgrade and compacting with road roller to achieve the desired density.{Including Cost of OPC 43 Grade Cement} |
| 7 | Wet Mix Macadam (Plant Mix Method) :- Providing, 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.[MoRTH Ref. Sl.No. 4.14, A- 406] |
| 8 | Prime Coat over WMM/WBM :- Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.[MoRTH Ref. Sl.No.5.01, A- 502]{Including Cost of Emulsion SS1} |
| 9 | Tack coat:-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.[MoRTH Ref. Sl.No. 5.02, (i)- 503] {Including Cost of Bitumen- VG-10} |
| 10 | Bituminous Concrete (Grading II) :- Providing 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.[MoRTH Ref. Sl.No. 5.05, B- 507]{Including Cost of Bitumen- VG-30} |
| 11 | Construction of earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 .[MoRTH Ref. Sl.No. 3.18- 305 ] (Cartad Earth) |
| 12 | 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.[MoRTH Ref. Sl.No. 2.04, B - 202 ] |
| 13 | Earth work in excavation of foundation of structures 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.[MoRTH Ref. Sl.No.15.01, B(i) - 304 ] |
| 14 | 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.[MoRTH Ref. Sl.No. 12.04 - 2100] |
| 15 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.[MoRTH Ref. Sl.No.12.05, - 1300 ] |
| 16 | Pointing with cement mortar (1:3 ) on brick work in substructure & Super Structure as per Technical Specifications.[MoRTH Ref. Sl.No.13.02 - 1300 & 2200] |
| 17 | Supply & Laying of NP4 hume pipe including fixing of collar with 1:2 cement mortar as per MORD/ MORTH specification.( 1000 mm Dia ) [MoRTH Ref. Sl.No.9.04, A - 2900 ] |
| 18 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M20 using batching plant transit mixer & manual placing [MoRTH Ref. Sl.No. 15.11 C Case II- 1500, 1700 & 2100 ] |
| 19 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M30 using batching plant transit mixer & manual placing [MoRTH Ref. Sl.No. 15.11 G Case II- 1500, 1700 & 2100 ] |
| 20 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [MoRTH Ref. Sl.No. 15.13 - 1600 ] |
| 21 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.[MoRTH Ref. Sl.No. 16.11 - 2507.2 ] |
| 22 | Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps complete.:subsurface dewatering |
| 23 | Same as above Item No. 22 but surface dewatering . |
| 24 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications.[MoRTH Ref. Sl.No. 15.18 - 2702 ] |
| 25 | Providing weep holes in Brick masonry/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 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.[MoRTH Ref. Sl.No. 15.14 - 2706 & 2200 ] |
| 26 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.[MoRTH Ref. Sl.No. 1522(iv) - 2605 ] |
| 27 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification .[MoRTH Ref. Sl.No. 15.23 A - 710.1.4.of IRC:78 & 2200 ] |
| 28 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.[MoRTH Ref. Sl.No. 16.05 - 2504 ] |
| 29 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.[MoRTH Ref. Sl.No. 16.04 - 2504 ] |
| 30 | Reinforced Cement Concrete M15 Grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Kilometre Stone [MoRTH Ref. Sl.No. 8.14(ii) - 804] |
| 31 | Reinforced Cement Concrete M15 Grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometere Stone [MoRTH Ref. Sl.No. 8.14(iii) - 804] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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