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Tender For Restoration And Repair R And R Of Nh 6 Vairengte Sairang Road From Buichali Bridge To Sairang Junction Km 147 To Km 164 In The State Of Mizoram Under Percentage Rate And Work Order Basis, kolasib-Mizoram

National Highways and Infrastructure Development Corporation Limited-NHIDCL has published Tender For Restoration And Repair R And R Of Nh 6 Vairengte Sairang Road From Buichali Bridge To Sairang Junction Km 147 To Km 164 In The State Of Mizoram Under Percentage Rate And Work Order Basis. Submission Date for this Tender is 05-01-2023. Road Work Tenders in kolasib Mizoram. Bidders can get complete Tender details and download the document.




Tender Notice

35212323
Corrigendum : Tender For Restoration And Repair R And R Of Nh 6 Vairengte Sairang Road From Buichali Bridge To Sairang Junction Km 147 To Km 164 In The State Of Mizoram Under Percentage Rate And Work Order Basis
Open Tender
Indian
Mizoram
kolasib
05-01-2023

Tender Details

Restoration And Repair R And R Of Nh 6 Vairengte Sairang Road From Buichali Bridge To Sairang Junction Km 147 To Km 164 In The State Of Mizoram Under Percentage Rate And Work Order Basis

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Dec-2022 EMD regarding Corrigendum Fee 29-12-2022
2 29-Dec-2022 Corrigendum-III Other 05-01-2023
3 29-Dec-2022 Corrigendum-II Date 05-01-2023

Key Value

Document Fees
INR 23600 /-
EMD
INR 510000.0 /-
Tender Value
INR 2.54 Crore /-

BOQ Items

Name of Work: Restoration and Repairs (R&R) of NH-6 (Vairengte – Sairang Road) from Buichali bridge to Sairang Junction (km 147 to km 164) in the State of Mizoram under the M&R in the Financial year 2022-23 on percentage rate and work order basis
Sl. No. Item Description
1Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)By Manual Means Granular courses
2Plant Mix Method (Construction of granular sub-base by providing the material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )By Manual Means Granular courses for Grading-IIIMaterial
3Providing, 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.)
4Constuction Of Concrete Block Of Size 2000Mmx2000M Thickness 250 Mm Over Prepared SurfaceOf Granular Materail Fellowed By One Layer Of 75 Mm Wbm Constuction Of Concrete Block Of Size 2000Mmx2000M Thickness 250 Mm Over Prepared SurfaceOf Granular Materail Fellowed By One Layer Of 75 Mm WBM
5Providing and laying of inter locking concrete block pavement (ICBP) with cement concrete paver blocks as per IS 15658-2006 of thickness 80mm and ofspecific 28 days compressive strenght over a Providing and laying of inter locking concrete block pavement (ICBP) with cement concrete paver blocks as per IS 15658-2006 of thickness 80mm and ofspecific 28 days compressive strenght over a layer of bedding sand of compacted thicknessof 30 mm Providing and laying of inter locking concrete block pavement (ICBP) with cement concrete paver blocks as per IS 15658-2006 of thickness 80mm and ofspecific 28 days compressive strenght over layer of bedding sand of compacted thickness 30mm, laid either in stretcher/running/herringbone pattern of bonds as directed by the engineer in charge and in proper level and grade and compacted with appropriate equipment such as plate vibrator along with spreading of a thin layer of joint filling sand to fill up the gaps between blocks including construction of edge restraint wherever required complete as per drawing and technical specification
6Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
7Construction of 1000/1200 mm Dia NP-4 Single Culvert of length 12.5 m laying the 1000/1200 mm Dia NP-4 over prepered first class bedding of granular material in single row including fixing collar with cement mortar 1:2including excavation,protection works,backfilling,concrete and masonry works in head walls and parapetsas per specfication anddesign, drawing complete as per direction of the department. )
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