Wmm Patch Repair , Repair Of Parapet Wall, Toe Wall Of Bridges And Culverts, Installing Of Crash Barrier In Turning Portion & Bridges Apporoach In Km 52.000 To 174.400 Of Nh 130 B ( Bhainsa To Sarsiva )
Tender Value
49.14 Lakhs
Estimated cost
Bid Submission
06 Oct 2022
0 days left
EMD
37000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bhainsa → Chhattisgarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Wmm Patch Repair , Repair Of Parapet Wall, Toe Wall Of Bridges And Culverts, Installing Of Crash Barrier In Turning Portion & Bridges Apporoach In Km 52.000 To 174.400 Of Nh 130 B ( Bhainsa To Sarsiva )
BOQ
| Sl. No. | Item Description |
| 1 | Wet Mix Macadam / Interlocking layer laying using by Grader (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 clause 406. |
| 2 | Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete |
| 3 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as perclause 305..) |
| 4 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres))B Manual Means |
| 5 | Excavation for Structures (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.)B) Mechanical Meansi) Depth upto 3 m |
| 6 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 7 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.A) PCC Grade M15Caseii) With Batching Plant, Transit Mixer and Manual placing |
| 8 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 9 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material / selected soil having CBR > 5 ( unless specified otherwise in contract ) 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) as per clause 305.A Granular material |
| 10 | Providing and laying Pitching Stone/Boulder 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 as per clause 2504.Providing and laying Pitching Stone/Boulder 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 as per clause 2504.Providing and laying Pitching Stone/Boulder 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 as per clause 2504. |
| 11 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) |
| 12 | Metal Beam Crash BarrierA) Type - A, \"W\" : Metal Beam Crash Barrier (Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to begalvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) |
| 13 | Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the original shape.) |
| 14 | Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specification |
| 15 | Providing painting figuring and numbering to minor bridge up to 30 m linear waterway complete as per IRC specification. |
| 16 | Providing painting figuring and numbering to major bridge , linear waterway exceeding 30 m complete as per IRC specification . |
| 17 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications |
AI Tender Summary
Tender Timeline
Sep 21, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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