Tender For Widening And Strengthening Of Suratgarh Ghat Ur Kalyanpur Gauraranipur Odr In Amethi District From Chainage 10.450 To 14.300 Kalyanpur To Shri Sankatmochan Hanumangarhi Dham Gaura Road Including 5 Year Maintenance
Tender Value
5.95 Crore
Estimated cost
Bid Submission
04 Nov 2026
7 days left
EMD
11.90 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 Suratgarh Ghat Ur Kalyanpur Gauraranipur Odr In Amethi District From Chainage 10.450 To 14.300 Kalyanpur To Shri Sankatmochan Hanumangarhi Dham Gaura Road 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 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. 50% |
| 4 | Dismentling of existing Interlocking Paver Blocks and disposal of scarified material with in all lifts and lead upto 200 metres. As per SI No-697 |
| 5 | Relaying of 80 mm thick C.C. Pre rubber moulded inter locking paver tiles incl. 40 mm thick fine sand cusion bed in proper slope & camber including all material, labour, T&P etc. required for proper completion of the work. Only labour rates only 50% of Dismateled tiles |
| 6 | 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. |
| 7 | Nodal Junction Point grade correction of emerging/branching roads. |
| 8 | 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 |
| 9 | 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 |
| 10 | Nodal Junction Point grade correction of emerging/branching roads. |
| 11 | Providing and applying primer coat with 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. |
| 12 | Nodal Junction Point grade correction of emerging/branching roads. |
| 13 | 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. |
| 14 | Nodal Junction Point grade correction of emerging/branching roads. |
| 15 | 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. |
| 16 | Nodal Junction Point grade correction of emerging/branching roads. |
| 17 | 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 |
| 18 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. |
| 19 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats |
| 20 | 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. |
| 21 | Nodal Junction Point grade correction of emerging/branching roads. |
| 22 | 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 |
| 23 | Construction of Duct For Road Cross |
| 24 | 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 |
| 25 | Construction of Duct For Road Cross |
| 26 | Providing plain/ Reinforced Cement Concrete in U-Tpye Drain as per Drawing and Technical Specifications For Drain |
| 27 | Construction of Duct For Road Cross |
| 28 | 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 |
| 29 | Construction of Duct For Road Cross |
| 30 | 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 |
| 31 | 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 |
| 32 | For Construction of 600 mm dia NP3 New Hume |
| 33 | For Construction of 350 mm dia NP3 New Hume pipe |
| 34 | Supply Of RCC Hume Pipes as Per Direction Of E/I. For Construction of 1000 mm dia NP3 Hume pipe |
| 35 | For Construction of 600 mm dia NP3 New Hume |
| 36 | For Construction of 350 mm dia NP3 New Hume pipe |
| 37 | Laying & fixing of pipe with collers As per SOR Chapter-17. For Construction of 1000 mm dia NP3 Hume pipe |
| 38 | For Construction of 600 mm dia NP3 New Hume |
| 39 | For Construction of 350 mm dia NP3 New Hume pipe |
| 40 | 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 |
| 41 | For Construction of 600 mm dia NP3 New Hume |
| 42 | For Construction of 350 mm dia NP3 New Hume pipe |
| 43 | 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 |
| 44 | For Construction of 600 mm dia NP3 New Hume |
| 45 | For Construction of 350 mm dia NP3 New Hume pipe |
| 46 | 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 |
| 47 | For Construction of 600 mm dia NP3 New Hume |
| 48 | For Construction of 350 mm dia NP3 New Hume pipe |
| 49 | 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 |
| 50 | For Construction of 600 mm dia NP3 New Hume |
| 51 | For Construction of 350 mm dia NP3 New Hume pipe |
| 52 | S/F KM Stone,Hecto-stone, etc complete work |
| 53 | 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 |
| 54 | 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 |
| 55 | 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 |
| 56 | 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 |
| 57 | 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 · 7 daysNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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