Tender For Widening And Strengthening Of Sahabri Korari Girdhshah Dhanapur Crossing Odr In Amethi District Including 5-Year Maintenance
Tender Value
13.55 Crore
Estimated cost
Bid Submission
04 Nov 2026
8 days left
EMD
27.10 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sultanpur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening And Strengthening Of Sahabri Korari Girdhshah Dhanapur Crossing Odr In Amethi District Including 5-Year Maintenance
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 26-Oct-2026 | Extend Date | Date | 04-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 sub-grade and 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 |
| 3 | Construction of sub-grade and 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 Carted Earth For Pound Portion. |
| 4 | Providing and laying granular sub-base (GSB) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plant method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.As per Direction of E/I. |
| 5 | Providing, laying and spreading Material on a prepared sub grade, adding cement @ 4% by weight to the spread Material manually, mixing in place with rotavator, compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. |
| 6 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORT&H reff.- 406 |
| 7 | Providing and applying tack coat with Bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned . as per MORT&H Sp. 503. As per Direction of E/I. |
| 8 | Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous [email protected] per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finesher with senser control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the disiered compaction as per MoRT&H specifications clause 509 complete in all respects . As per Direction of E/I. |
| 9 | Construction of sub-grade and 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 |
| 10 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 U DRAIN |
| 11 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 U DRAIN |
| 12 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 U DRAIN |
| 13 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 U DRAIN |
| 14 | Dismentling brick work or stone work in lime or cement mortar and i/c stacking of materials as per direction of Engineer in Charge with in distance of 60 mtr.as per SOR--692 |
| 15 | D.P.C 25 mm thick work above plinth and top of Boundry wall i/c cost of all material t&P etc as per direction of E/I as per SI N0-600 |
| 16 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 17 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 18 | One Prime coat and two coat of dry Distamper on new work i/c supply of all materials T&P etc. as per SOR SI No-(681+682) |
| 19 | Supply Of RCC Hume Pipes NP-3 1000 mm dia Hume Pipe as Per Direction Of E/I. |
| 20 | Laying & fixing of 1000 mm dia NP-3 pipe with collers As per SOR Chapter-17 |
| 21 | Struck pointing 1:2 in cement and fine sand mortar as per SI-13.32.1 |
| 22 | Supply of 600 mm dia NP3 pipe.As per SOR |
| 23 | Laying & fixing of 600 mm dia NP-3 pipe with collers As per SOR Chapter-17 |
| 24 | Supply of NP-3 RCC Hume Pipes as per direction of E/I. |
| 25 | Laying & Fixing of RCC NP-3 Hume Pipe in proper Complete as per direction of E/I as per SOR -Non Sch.--12 |
| 26 | Construction of RCC culvert 1X3 M Span and RCC culvert 1X4 M SpanDimolishing Brick Work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 27 | Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled material as directed by the Engineer-in-Charge within a distance of 60 metres (200 ft.) |
| 28 | Providing and laying rienforced cement concrete pipe 1000 dia NP3 for culvert on first class bedding in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. |
| 29 | Construction of sub-grade and 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 |
| 30 | Providing and laying granular sub-base (GSB) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plant method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.As per Direction of E/I. |
| 31 | Brick on edge pavement with bricks laid dry joints filled with local sand including preperation base of proper slope and its ramming spreading blinding layer of 1 cm depth of local sand over sub-base including T&P etc rwquired for proper completion of work. |
| 32 | 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. |
| 33 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. |
| 34 | Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. |
| 35 | Reinforced Cement Concrete Grade M25 in Open Fondation complete as per Drawing and Technical Specifications. |
| 36 | Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications. |
| 37 | Reinforced Cement Concrete Grade M35 for wall & slab etc. complete as per Drawing and Technical Specifications. |
| 38 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. |
| 39 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AV pipe, extending through the full width of 1V:20H towards drawing face. Complete as per drawing and technical specification. |
| 40 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 41 | 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. |
| 42 | Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. |
| 43 | Providing and laying of Filter media with granular material/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specification to a thickness of not less than 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. |
| 44 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical Specification. |
| 45 | Providing and laying Flooring complete as per drawing and Technical Specification laid over Cement Concrete Bedding. |
| 46 | S/F KM Stone,Hecto-stone, etc complete work |
| 47 | The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.00% of tenderd cost of Construction as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024 |
| 48 | The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @ 0.25% of tenderd cost of Construction as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024 |
| 49 | The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 3rd year maintenance cost @ 0.50% of tenderd cost of Construction as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024 |
| 50 | The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 4th year maintenance cost @ 0.75% of tenderd cost of Construction as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024 |
| 51 | The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 5th year maintenance cost @ 1.00% of tenderd cost of Construction as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 04, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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