Tender For Widening And Strengthening Of Chandauki Shahgarh Jungle Tikri Odr Chainage 4.000 To 12.290 In Amethi District Including 5-Year Maintenance
Tender Value
15.75 Crore
Estimated cost
Bid Submission
31 Oct 2026
3 days left
EMD
31.50 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 Chandauki Shahgarh Jungle Tikri Odr Chainage 4.000 To 12.290 In Amethi District Including 5-Year Maintenance
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 subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. |
| 3 | 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. |
| 4 | Construction of granular sub-base by providing coarse graded material, from approved query 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. |
| 5 | 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. |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam after mixing with 4% portland cement with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver as cemented base on sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the unconfined compressive strength as specified by Engr-in-charge |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 8 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects |
| 9 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 10 | Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. in patri |
| 11 | Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.50 in & lead upto 30 m Including filling watering & ramming of excavated earth into the trenches or upto the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m from the foundation trenches. For Drain |
| 12 | Cement concrete with 2 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. For Drain |
| 13 | Providing plain/ Reinforced Cement Concrete in U-Tpye Drain as per Drawing and Technical Specifications For Drain |
| 14 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 For Drain |
| 15 | Dimolishing 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. Construction of RCC 2x2 mtr span Culvert |
| 16 | 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.) Construction of RCC 2x2 mtr span Culvert |
| 17 | Construction of Diversion 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. Construction of RCC 2x2 mtr span Culvert |
| 18 | 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. Construction of RCC 2x2 mtr span Culvert |
| 19 | 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.Construction of RCC 2x2 mtr span Culvert |
| 20 | 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..Construction of RCC 2x2 mtr span Culvert |
| 21 | Construction of Box Cell Culvert 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. Construction of RCC 2x2 mtr span Culvert |
| 22 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. Construction of RCC 2x2 mtr span Culvert |
| 23 | Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. Construction of RCC 2x2 mtr span Culvert |
| 24 | Reinforced Cement Concrete Grade M30 in Open Fondation complete as per Drawing and Technical Specifications. Construction of RCC 2x2 mtr span Culvert |
| 25 | Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications. Construction of RCC 2x2 mtr span Culvert |
| 26 | Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications.Construction of RCC 2x2 mtr span Culvert |
| 27 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications.Construction of RCC 2x2 mtr span Culvert |
| 28 | 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.Construction of RCC 2x2 mtr span Culvert |
| 29 | Drainage Spouts complete as per drawing and Technical specification. Construction of RCC 2x2 mtr span Culvert |
| 30 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Construction of RCC 2x2 mtr span Culvert |
| 31 | Protection Work 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.Construction of RCC 2x2 mtr span Culvert |
| 32 | Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. Construction of RCC 2x2 mtr span Culvert |
| 33 | Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications. Construction of RCC 2x2 mtr span Culvert |
| 34 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Construction of RCC 2x2 mtr span Culvert |
| 35 | 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.Construction of RCC 2x2 mtr span Culvert |
| 36 | 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.Construction of RCC 2x2 mtr span Culvert |
| 37 | 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.Construction of RCC 2x2 mtr span Culvert |
| 38 | Providing and laying Flooring complete as per drawing and Technical Specification laid over Cement Concrete Bedding.Construction of RCC 2x2 mtr span Culvert |
| 39 | Dimolishing 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. Construction of RCC 1x3 mtr span Culvert |
| 40 | 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.) Construction of RCC 1x3 mtr span Culvert |
| 41 | Construction of Diversion 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. Construction of RCC 1x3 mtr span Culvert |
| 42 | 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. Construction of RCC 1x3 mtr span Culvert |
| 43 | 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.Construction of RCC 1x3 mtr span Culvert |
| 44 | Construction of Box Cell Culvert 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. Construction of RCC 1x3 mtr span Culvert |
| 45 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. Construction of RCC 1x3 mtr span Culvert |
| 46 | Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. Construction of RCC 1x3 mtr span Culvert |
| 47 | Reinforced Cement Concrete Grade M30 in Open Fondation complete as per Drawing and Technical Specifications. Construction of RCC 1x3 mtr span Culvert |
| 48 | Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications. Construction of RCC 1x3 mtr span Culvert |
| 49 | Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications.Construction of RCC 1x3 mtr span Culvert |
| 50 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications.Construction of RCC 1x3 mtr span Culvert |
| 51 | 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.Construction of RCC 1x3 mtr span Culvert |
| 52 | Drainage Spouts complete as per drawing and Technical specification. Construction of RCC 1x3 mtr span Culvert |
| 53 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Construction of RCC 1x3 mtr span Culvert |
| 54 | Protection Work 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.Construction of RCC 1x3 mtr span Culvert |
| 55 | Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. Construction of RCC 1x3 mtr span Culvert |
| 56 | Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications. Construction of RCC 1x3 mtr span Culvert |
| 57 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Construction of RCC 1x3 mtr span Culvert |
| 58 | 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.Construction of RCC 1x3 mtr span Culvert |
| 59 | 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.Construction of RCC 1x3 mtr span Culvert |
| 60 | 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.Construction of RCC 1x3 mtr span Culvert |
| 61 | Providing and laying Flooring complete as per drawing and Technical Specification laid over Cement Concrete Bedding.Construction of RCC 1x3 mtr span Culvert |
| 62 | Excavation in foundation in ordinary soil. Construction of single Row 1000 dia |
| 63 | Plain/Reinforced Cement Concrete in Open Fondation complete as per Drawing and Technical Specifications.PCC Grade M15 Construction of single Row 1000 dia |
| 64 | Brick masonry work M-150 in 1:4 cement and fine sand of 1.25 FM in foundation and plinth inc all complete Construction of single Row 1000 dia |
| 65 | Supply of 1000 mm dia NP3 Hume pipe including cartage complete.Construction of single Row 1000 dia |
| 66 | Laying of 1000 mm dia NP3 Hume pipe in proper position complete Construction of single Row 1000 dia |
| 67 | Pointing with cement mortar (1:3) Construction of single Row 1000 dia |
| 68 | S/F KM Stone,Hecto-stone, etc complete work |
| 69 | 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 |
| 70 | 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 |
| 71 | 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 |
| 72 | 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 |
| 73 | 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 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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