Tender For Manamunda Baragochha Road To Narsingpur_Road_Box Cell Culvert-1X6x3m-_At 0.860 Km
Tender Value
26.88 Lakhs
Estimated cost
Bid Submission
18 Jul 2026
10 days left
EMD
26890
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Boudh → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Manamunda Baragochha Road To Narsingpur_Road_Box Cell Culvert-1X6x3m-_At 0.860 Km
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trench in all kinds of soil with all lead & lift including dressing and levelling the bed and depositing the excavated earth as directed by EIC |
| 2 | Filling foundation and plinth with sand well watered and rammed with cost of sand etc. complete. |
| 3 | Plain Cement Concrete PCC Grade M15 in open foundation complete as per drawing and technical specifications |
| 4 | Plain Cement Concrete PCC Grade M15 in open foundation complete as per drawing and technical specifications |
| 5 | RCC M25 using 12mm size crusher broken HBG chips including centering, Shuttering , cost,conveyance, royality, taxes etc. of all materials complete. Above bed level |
| 6 | Above bed level |
| 7 | Deck slab of box |
| 8 | Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 9 | Construction fo RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause. |
| 10 | CC M30 Wearing coarse using 12mm size crusher broken HBG chips including centering, Shuttering , cost,conveyance, royality, taxes etc. of all materials complete. |
| 11 | Cutting, bending, binding and tying the grills and placing in position including cost of binding wires and HYSD reinforcing bars .Surface Reinforcement to wing walls |
| 12 | Providing laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. complete. |
| 13 | Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials labour etc. |
| 14 | Providing weepholes in brick masonry/stone masonry, plain reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing etc complete |
| 15 | 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 |
| 16 | Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 401-1, spreading in uniform layer with moter 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 of MoSRTH Specification for Road Bridge works (4 th Revision) |
| 17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRTH Specifications for Road Bridge works (4th Revision). |
| 18 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound(where specified)and water finishing to lines and grade as per drawing and technical specification for road and bridge works (4 th Revision) |
| 19 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysJul 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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