Tender For Construction Of (1X5x2.5) Boxcell Culvert Of Sahebi To Mandkunda Road At 1.273Km And 2.418 Km For The Year 2022-23
Tender Value
39.57 Lakhs
Estimated cost
Bid Submission
08 Feb 2023
0 days left
EMD
39600
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
rairakhol → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of (1X5x2.5) Boxcell Culvert Of Sahebi To Mandkunda Road At 1.273Km And 2.418 Km For The Year 2022-23 Road Works
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-Feb-2023 | MODIFICATION AS REQUIRED | Other | 08-Feb-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of PSC/RCC M20 & above structures including T&P ,Sorting the dismantled material,disposal of unservicable material and stacking the servicable material with all lifts and lead as per instruction of Engineer-in-charge. |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lead and lifts ,transporting to site by mechanical means with a lead of5 Kms ,spreading,grading to required slope and compacting to meet requirement of table 300 - 2 and clause 305 of MoSRT & H (Latest revision ). |
| 3 | Construction of granular sub-base by providing d Granular sub-base Grading-IV material as per table 400-1, spreading in uniform layers with motor 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 MoRT&H Specifications for Road & Bridge works (Latest Revision) as per direction of Engineer-in-charge. |
| 4 | upplying, mixing, providing laying and compacting graded stone aggregaresto Wet Mix Macadam (WMM) specification in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming tograding specified in (Table 400-I3 ) & as per clause 406 of Technical specification for road and bridge works MORT&H (Latest revision) & as per direction of Engineer-in-charge |
| 5 | Supplying, providing, spraying & prime coat over prepared granular base (WMM) withBituminous emulsion of medium porosity (slow setting) complying with IS 8887-2004 spraying with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete @ 0.60 Kg/ Sqm as per Cl.502 of Technicalspecification for road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge |
| 6 | Providing & applying Tack Coat with bitumen emulsion using emulsion pressure distributor@ 0.30Kg/ Sqm on prepared bituminous surfaceusing mechanical means as per Clause- 503 of MoSRT&H Specification for Road & Bridge works(Latest revision ). |
| 7 | Providing and laying Semi Dense Bituminous Concrete with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder using 60/70 penetration grade bitumen @4.5 to 5 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 compactin as perf MoRT&H specification Clause No.508 for Road & Bridge works (4th Revision) complete in all respect and as per direction of Engineer-in-charge. |
| 8 | Excavation of soil using Hydraulic Excavator and Tippers with Disposal upto 2 km lead, including cutting and loading in tippers, trimming buttom and side slopes, in accordance with requirements of line grades and cross section, and transporting to the embankment location within all laeds and lifts as per technical specifications and as directed by the Engineer-in-charge. |
| 9 | Supplying & Filling Foundation with Coarse sandin layers , watering and compacting to the required density in O.M.C. with Vibratory Rollerwith cost, conveyance, royalties and taxes of sand with labour and T&P required for the work etc. complete (Measurement will be taken on finished compacted section only). |
| 10 | P.C.C. work of M-15 in Foundation & Leveling Coarse with 40mm and down grade black hard granite (crusherbroken) stone chipsmixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying complete with all leads and liftsas per approvrddrawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge. |
| 11 | Providing and laying R.C.C M-20 grade in Foundation work as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 12 | Providing and laying R.C.C M-20 grade in Substructure work as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 13 | Providing and laying R.C.C M-20 grade in Superstructure work as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 14 | Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415 / Fe-500), cutting, bending, cranking, hooking, welding or jointing (if required), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as per drawing & design required for R.C.C. works including cost, conveyance and taxes of M.S. rod or HYSD steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. completeas per approvrddrawing and technical specification and as per clause-1600 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.(weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only MAJOR INTEGRATED STEEL PLANTS like SAIL, RINL, TATA, JINDAL & SHYAM STEEL etc. of Fe-415 / Fe-500 grade are to be used in the work & if required original bill of . steel has to be produced by the contractor) |
| 15 | Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall complete as per the instructions of engineer in charge. |
| 16 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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 |
| 17 | Pitching on slopes laid over filter media including boulder apron laid dry infront of toe of embankment complete as per drawing & instructions of engineer in charge. |
| 18 | Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 19 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per instructions of Engineer-in-Charge. |
| 20 | Painting two coats with enamel paint over concrete surfaces as per instructions of Engineer-in-Charge. |
| 21 | Providing ,Fixing of Drainge spouts compete as per drawing and Technical Specification |
AI Tender Summary
Tender Timeline
Feb 03, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 08, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 08, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 08, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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