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| # | Company | Quoted % |
|---|---|---|
| 1 | +12.98% | |
| 2 | +9.11% |
Tender Value
Refer Docs
EMD Value
₹38,000
Closing Date
8 Jun 2026, 5:30 pmClosed
MR SE BRIDGE RAIPUR PRAKHAR KUMAR MISHRA(DFLT)
CE(Bridge)
BORING WORK FOR CONSTRUCTION OF HIGH LEVEL BRIDGE UNDER SUB-DIVISION DANTEWADA (BUDGET YEAR 2026-27) PART-II
191265
NIT NO-90/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
7 documents required · 7 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 Jagdalpur
120
No
1
33.25
20092022
191265
8 Jun, 2026 5:30:00 PM IST
11 Jun, 2026 11:30:00 AM IST
20 May, 2026 9:30:00 PM IST
18052026
NIT NO-90/Bridge/Raipur/2026-27
BORING WORK FOR CONSTRUCTION OF HIGH LEVEL BRIDGE UNDER SUB-DIVISION DANTEWADA (BUDGET YEAR 2026-27) PART-II
38000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
2
10 Jun, 2026 5:30:00 PM IST
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
8
19d 16h 1m
0010720220002
7 documents required · 7 mandatory
₹0
₹38,000
8 Jun 2026
20 May 2026
11 Jun 2026
20 May 2026
8 Jun 2026
20 May 2026
10 Jun 2026
Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .
Beyond 5 m Depth
boq_comp_chart.xls
BOQ Comparative Chart • 0.02 MB
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details.html
html • 1.11 MB
947891851723121709_25412_Guidelines_to_Bidders_EPS_v1.pdf
NIT • 0.13 MB
6238301215983848039_191265_e-procurement formet.doc
NIT • 0.07 MB
7692822440601777908_191265_FORM A 2.doc
NIT • 0.14 MB
8550773090722036593_191265_NIT DOC 2.doc
NIT • 0.30 MB
3821304804204821501_191265_NIT Schedule P.xls
BOQ • 0.03 MB
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