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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
Refer Docs
EMD Value
₹26,319
Closing Date
28 Oct 2026, 5:30 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
MR SE BRIDGE RAIPUR PRAKHAR KUMAR MISHRA(DFLT)
CE(Bridge)
Special Repair Work Toe Wall, Pitching, Railing etc. of Various Bridges Under Bridge Sub Division No. 01 Bilaspur.
201234
NIT NO-40/Bridge/Raipur/2026-27
RESTRICTED TENDER
WORKS
PERCENTAGE
CE(Bridge)
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
9 documents required · 9 mandatory
Public Works Department (PWD)
WORKS
MR SE BRIDGE RAIPUR PRAKHAR KUMAR MISHRA(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
CE(Bridge)
Bridge Circle, Raipur
BRIDGE DIVISION BILASPUR
120
No
1
33.25
20092022
201234
28 Oct, 2026 5:30:00 PM IST
2 Nov, 2026 11:30:00 AM IST
8 Oct, 2026 10:30:00 PM IST
05102026
NIT NO-40/Bridge/Raipur/2026-27
Special Repair Work Toe Wall, Pitching, Railing etc. of Various Bridges Under Bridge Sub Division No. 01 Bilaspur.
26319.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
2
30 Oct, 2026 5:30:00 PM IST
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
31032027
19d 22h 57m
0010720220002
9 documents required · 9 mandatory
₹0
₹26,319
8 Oct 2026
8 Oct 2026
2 Nov 2026
8 Oct 2026
30 Oct 2026
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.)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100.
Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content ol'250 kg/cum as per IRC: 21-2000
Construction of Embankment with Material Deposited from Road way Cutting (Construction of embankment with approved materials having C.B.R.>5 (unless specified otherwise in the contract) deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment and cement Grouting with C.M. 1:4 in Pitching of gap between stone/block complete as per drawing and Technical specifications as per section 2504
Providing and laying of Filter media with granular materials/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 and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200
Replacement of damaged concrete railing (including Dismantling the old railing and disposal of dismantled material)
Repair of R.C.C. railing: Carrying out repair of RCC M-30 railing to bring it to the original shape complete. (It is assumed that damage to th(R CC railing is to the extent of 10 percent)
Drainage Spouts complete as per approved drawing and Technical specifications of section 2705
Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification section 2804 (10mm thick epoxy mortas)
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details.html
html • 0.03 MB
947891851723121709_25412_Guidelines_to_Bidders_EPS_v1.pdf
NIT • 0.13 MB
2811013268424409034_201234_e-procurement formet.doc
NIT • 0.07 MB
5728765699463616504_201234_FORM A 2.doc
NIT • 0.28 MB
4838877124023103559_201234_FORM A 2.doc
NIT • 0.16 MB
4963092616928232597_201234_No.xls
BOQ • 0.04 MB
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