Tender for Tender for Widening And Strengthening Work Of Kadipur-Akhandnagar Road (Other District Road) From Chainage 0.000 To 1.400 Km In District Sultanpur. Boq
Tender Value
3.40 Crore
Estimated cost
Bid Submission
05 Nov 2026
7 days left
EMD
19 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 Work Of Kadipur-Akhandnagar Road (Other District Road) From Chainage 0.000 To 1.400 Km In District Sultanpur. Boq
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Oct-2026 | 3890/1com-Sul.A.Cir./2026 Date-24.10.2026 | Date | 05-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/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 No. 300-2. (Cartage Earth-03 km ) |
| 3 | Construction of granular sub-base by providing coarse graded Material, grading one spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 4 | 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. complete as per clause 406 |
| 5 | Providing, laying and spreading of graded stone aggregates (WMM) 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 / subgrade (modified soil) and compacting with the road roller to achieve the unconfied compressive strength as specified engineer in charge |
| 6 | 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. |
| 7 | Providing and laying Bituminous Concrete 40 mm thick 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 |
| 8 | Cement Concrete Pavement 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 |
| 9 | Construction of Subgrade and Earthen Shoulders 3 Km Distance.(Cartage Earth) |
| 10 | Construction of Hume Pipe culverts Earth work in excavation by mechanical means (Hydraulic excavator)/ Manual means over areas (excedding 30 cm in depth, 1.5 M in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and to lift upto 1.5 m, as directed by engineer in charge as per DAR 2.6.1 |
| 11 | 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 DAR 4.1.8 |
| 12 | Providing and laying 40 mm gauge brick ballast below pipe and in sides.as per PWD spec. no 1.2 |
| 13 | Supply of 1000 mm dia NP3 pipe as per MORTH |
| 14 | Supply of 350 mm dia NP3 pipe as per MORTH |
| 15 | Laying & fixing of 1000 mm dia NP-3 pipe with collers As per SOR |
| 16 | Laying & fixing of 350 mm dia NP-3 pipe with collers As per SOR |
| 17 | Class 150 brick work in foundation and plinth with cement mortar 1:4 (1Cement :4 Coarse sand) As per DAR 6.1.1 |
| 18 | Struck Cement Pointing on Brick work with cement mortar 1:2 (1 Cement : 2 Fine sand) As per DAR 13.32.1 |
| 19 | 12mm cement plaster in 1:4 cement & coarse sand mortar. As per DAR 13.4.1 |
| 20 | Construction of U-Type Drain Earth in excavation in trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a distace of 50m. As per MoRTH Specification-301 |
| 21 | 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 MoRTH Specification-2100 |
| 22 | Providing and laying 20 mm gauge approved stone in M25 Concrete by laid over base concrete including supply all materials, curing, labour and T&P etc. required for proper completion of the work. As per MoRTH Specification-1500 |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications.As per MoRTH Specification-1600 |
| 24 | 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 Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 |
| 25 | 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 Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 |
| 26 | 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 Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 |
| 27 | 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 Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 |
| 28 | 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 Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 05, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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