Tender For Construction Of Box Culvert, Approach And Protection Work Of (1X6 M ) At Km-8 Of Lar Chanuki Bhatpar Marg At Deoria .
Tender Value
60 Lakhs
Estimated cost
Bid Submission
22 Oct 2026
8 days left
EMD
5 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
Deoria → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Box Culvert, Approach And Protection Work Of (1X6 M ) At Km-8 Of Lar Chanuki Bhatpar Marg At Deoria .
BOQ
| Sl. No. | Item Description |
| 1 | Part A- 1x6 m span Box CulvertEarth 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..Reference to MORD Specification 304 Sr No.15.01 |
| 2 | Providing and laying grade-1 granular sub-base with well graded material ,spreading in uniform layer with motar grader on prepared surface ,mixing by mix in place method at OMC and compacting with smooth wheel roller to achieve the disered density complete as per techanical spection clause 401 |
| 3 | Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-15) A-40 |
| 4 | Plain/reinforced cement concrete in open foundation concrete as per drawing and technical specification. As per MoRT&H S.I. No.-13.5 (F) & Clause 1500,1700 & 2200 (M-25) |
| 5 | Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-30) |
| 6 | Plain/reinforced cement concrete in sub structure concrete as per drawing and technical specification. As per MoRT&H S.I. No.-13.5 (F) & Clause 1500,1700 & 2200 (M-30) |
| 7 | Providing concrete for plain/reinforced concrete complete in super structure as per drawing and technical specification. As per MoRT&H S.I. No.-14.1 (B) & Clause 1500,1600 & 1700 (M-30) |
| 8 | Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRT&H S.I. No.-12.4 & Clause 1600 |
| 9 | Providing and Laying cement concrete wearing coat M-35 Grade including reinforcement complete as per drawing and technical specification. |
| 10 | Providing Weapholes in brick masonry/ stone masonry,plain/ Reinforced abutment, wing wall, returning wall with 100 mm dia pvc pipe extending through the full width of the Sturcture with slope of 1(v):2(H) towards drawing face Complete as per drawing and technical Specification Clause 614,709,1204.3.7 |
| 11 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Reference to MORD Specification710.1.4.of IRC:78 & 2200 Sr No.13.9 |
| 12 | Part B- Approach roadEarth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge. |
| 13 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401. |
| 14 | Wet Mix Macadam (Plant Mix Method)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. |
| 15 | Prime Coat over WMM/WBMProviding and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 16 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 17 | Dense Graded Bituminous Macadam Grading 1Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent by weight of total 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 MoRT&H specification clause No. 505 complete in all respects. |
| 18 | Bituminous Concrete Grading 2Providing and laying bituminous concrete 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 |
| 19 | Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. as per S.I. NO. 253 |
| 20 | Part C- Protection workProviding 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. Reference to MORT&H Specification 2503 Sr No.16.01 |
| 21 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Reference to MORT&H Specification 2504 Sr No.16.05 |
| 22 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.Reference to MORT&H Specification 2504 Sr No.16.04 |
| 23 | Part D- DiversionSupply and laying of 1000 mm NP-3 hume pipe. including cost of all materials, loading, unloading etc. |
| 24 | 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.Reference to MORT&H Specification 305 Sr No.3.16 |
| 25 | First class brick on edge floor laid dry joint sand filled including preparation of base to proper slope and its ramming and including supply of all materials, labour and T&P etc. required for proper complition of the work. |
| 26 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 m (200ft.) S.No.692 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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