Tender For Widening And Strengthening Of Kochhit Dandeshwar Dham Mawai Gajanpur Chhatari Pure Buddhi Road In Amethi District Including 5 Year Maintenance
Tender Value
17.23 Crore
Estimated cost
Bid Submission
04 Nov 2026
8 days left
EMD
34.46 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 Kochhit Dandeshwar Dham Mawai Gajanpur Chhatari Pure Buddhi Road 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 | Nodal Junction Point grade correction of emerging/branching roads. |
| 6 | 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. |
| 7 | Nodal Junction Point grade correction of emerging/branching roads. |
| 8 | 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 |
| 9 | Nodal Junction Point grade correction of emerging/branching roads. |
| 10 | 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. |
| 11 | Nodal Junction Point grade correction of emerging/branching roads. |
| 12 | 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. |
| 13 | Nodal Junction Point grade correction of emerging/branching roads. |
| 14 | 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 |
| 15 | Construction of earthen shoulders (Patries) 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 As per Direction of E/I. |
| 16 | Nodal Junction Point grade correction of emerging/branching roads. |
| 17 | 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 |
| 18 | Construction of Duct For Road Cross |
| 19 | 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 |
| 20 | Construction of Duct For Road Cross |
| 21 | Providing plain/ Reinforced Cement Concrete in U-Tpye Drain as per Drawing and Technical Specifications For Drain |
| 22 | Construction of Duct For Road Cross |
| 23 | 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 |
| 24 | Construction of Duct For Road Cross |
| 25 | 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 |
| 26 | Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 27 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 28 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification |
| 29 | 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 |
| 30 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications |
| 31 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications |
| 32 | 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) |
| 33 | 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 For Construction of 1000 mm dia NP3 Hume pipe |
| 34 | For Construction of 600 mm dia NP3 New Hume |
| 35 | For Construction of 350 mm dia NP3 New Hume pipe |
| 36 | Supply Of RCC Hume Pipes as Per Direction Of E/I. For Construction of 1000 mm dia NP3 Hume pipe |
| 37 | For Construction of 600 mm dia NP3 New Hume |
| 38 | For Construction of 350 mm dia NP3 New Hume pipe |
| 39 | Laying & fixing of pipe with collers As per SOR Chapter-17. For Construction of 1000 mm dia NP3 Hume pipe |
| 40 | For Construction of 600 mm dia NP3 New Hume |
| 41 | For Construction of 350 mm dia NP3 New Hume pipe |
| 42 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 For Construction of 1000 mm dia NP3 Hume pipe |
| 43 | For Construction of 600 mm dia NP3 New Hume |
| 44 | For Construction of 350 mm dia NP3 New Hume pipe |
| 45 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. For Construction of 1000 mm dia NP3 Hume pipe |
| 46 | For Construction of 600 mm dia NP3 New Hume |
| 47 | For Construction of 350 mm dia NP3 New Hume pipe |
| 48 | Struck pointing 1:2 in cement and fine sand mortar as per SI-13.32.1 For Construction of 1000 mm dia NP3 Hume pipe |
| 49 | For Construction of 600 mm dia NP3 New Hume |
| 50 | For Construction of 350 mm dia NP3 New Hume pipe |
| 51 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 For Construction of 1000 mm dia NP3 Hume pipe |
| 52 | For Construction of 600 mm dia NP3 New Hume |
| 53 | For Construction of 350 mm dia NP3 New Hume pipe |
| 54 | 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. For Construction of RCC culvert 1X3 M Span |
| 55 | 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.) For Construction of RCC culvert 1X3 M Span |
| 56 | 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. For Construction of RCC culvert 1X3 M Span |
| 57 | Construction of subgrade and earthen shoulders with approved material obtained form borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. For Construction of RCC culvert 1X3 M Span |
| 58 | 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. For Construction of RCC culvert 1X3 M Span |
| 59 | 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.. For Construction of RCC culvert 1X3 M Span |
| 60 | 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. For Construction of RCC culvert 1X3 M Span |
| 61 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. For Construction of RCC culvert 1X3 M Span |
| 62 | Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. For Construction of RCC culvert 1X3 M Span |
| 63 | Reinforced Cement Concrete Grade M25 in Open Fondation complete as per Drawing and Technical Specifications. For Construction of RCC culvert 1X3 M Span |
| 64 | Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications. For Construction of RCC culvert 1X3 M Span |
| 65 | Reinforced Cement Concrete Grade M35 for wall & slab etc. complete as per Drawing and Technical Specifications. For Construction of RCC culvert 1X3 M Span |
| 66 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. For Construction of RCC culvert 1X3 M Span |
| 67 | 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. For Construction of RCC culvert 1X3 M Span |
| 68 | Drainage Spouts complete as per drawing and Technical specification. For Construction of RCC culvert 1X3 M Span |
| 69 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. For Construction of RCC culvert 1X3 M Span |
| 70 | 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. For Construction of RCC culvert 1X3 M Span |
| 71 | Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. For Construction of RCC culvert 1X3 M Span |
| 72 | 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. For Construction of RCC culvert 1X3 M Span |
| 73 | 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. For Construction of RCC culvert 1X3 M Span |
| 74 | Providing and laying Flooring complete as per drawing and Technical Specification laid over Cement Concrete Bedding. For Construction of RCC culvert 1X3 M Span |
| 75 | 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.As per Direction of E/I. For Widening of RCC culvert 1X4 M Span |
| 76 | Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per SOR Chapter-5 (4.1.8) For Widening of RCC culvert 1X4 M Span |
| 77 | Brick masonry work in 1:4 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications as per SOR Chapter-6 (6.1.1) For Widening of RCC culvert 1X4 M Span |
| 78 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level.As per SOR Chapter-5 (5.33.2) For Widening of RCC culvert 1X4 M Span |
| 79 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification For Widening of RCC culvert 1X4 M Span |
| 80 | Plastering with cement mortar (1:4 ) on brick work in sub-structure.As per SOR Chapter-11 (13.4.1) For Widening of RCC culvert 1X4 M Span |
| 81 | S/F KM Stone,Hecto-stone, etc complete work |
| 82 | 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 |
| 83 | 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 |
| 84 | 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 |
| 85 | 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 |
| 86 | 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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