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Tender Value
₹35.3 L
EMD Value
₹26,505
Closing Date
12 Apr 2026, 5:30 pmClosed
Similar tender results from the same govt authority in the past 3 years.
MR SE BRIDGE RAIGARH SANTOSH KUMAR SIDAR(DFLT)
CE(Bridge)
Special Repair Work of R.O.B. Khokhsa Under Sub Division Janjgir.
187601
NIT No.33G. 2025-26 Dated :- 23.03.2026
RESTRICTED TENDER
WORKS
1 days
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 RAIGARH SANTOSH KUMAR SIDAR(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
CE(Bridge)
Bridge Circle, Raigarh
Bridge Division Bilaspur
120
01
No
2
187601
12 Apr, 2026 5:30:00 PM IST
17 Apr, 2026 11:00:00 AM IST
23 Mar, 2026 9:00:00 PM IST
NIT No.33G. 2025-26 Dated :- 23.03.2026
Special Repair Work of R.O.B. Khokhsa Under Sub Division Janjgir.
26505.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
3534000.00
2
16 Apr, 2026 5:30:00 PM IST
3534000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
20d 4h 5m
7 documents required · 7 mandatory
₹0
₹26,505
23 Mar 2026
23 Mar 2026
17 Apr 2026
23 Mar 2026
12 Apr 2026
23 Mar 2026
16 Apr 2026
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade onfirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
Bituminous Concrete (Providing and laying bituminous concretewith minimum 40-60 TPH capacity hot mix plant using crushedaggregates of specified grading, premixed with bituminous binder @5.0 to 6.0% by weight of total mix 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 compaction as per MORTH specification clause No. 507 complete in all respects)
Executive Engineer
Lakhs
Executive Engineer P.W.D.Bridge Const Division Bilaspur (C.G)
Special Repair Work of R.O.B. Khokhsa Under Sub Division Janjgir.
This R.O.B. is constructed in the year 2018. Due to Heavy traffic the Wearing coat is continuously damaged. Local represantative & District Administration demanding for B.T. Renewal on this R.O.B. So That Replacement of B.C. is required for smooth movement of traffic.
Cheif Engineer P.W.D Bridge Zone Raipur (C.G)
Wearing Coat repair by Bituminous Concrete.
Rates provided in the estimate are as per Schedule of Rates inforced in PWD Road from 01-01-2025 MORT&H specifications will be followed.
Executive Engineer P.W.D.Bridge Construction Division Bilaspur (C.G.)
Description
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade onfirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
Bituminous Concrete (Providing and laying bituminous concretewith minimum 40-60 TPH capacity hot mix plant using crushedaggregates of specified grading, premixed with bituminous binder @5.0 to 6.0% by weight of total mix 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 compaction as per MORTH specification clause No. 507 complete in all respects)
Executive Engineer
Description
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade onfirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
Bituminous Concrete (Providing and laying bituminous concretewith minimum 40-60 TPH capacity hot mix plant using crushedaggregates of specified grading, premixed with bituminous binder @5.0 to 6.0% by weight of total mix 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 compaction as per MORTH specification clause No. 507 complete in all respects)
PWD Road
PWD Road
SOR Name
ELECTRIC
RES_BUILDING
NON SOR
BRIDGE
PWD BUILDLING
PWD ROAD
Gallons per hour (US)
Bottle
Cubic sentimeter /second
Canister
Carton
Cubic Centimeter
Cubic decimeter
Centiliter
Centimeter
Square centimeter
Crate
Cu.Mtr.
cum.km
Degree
Decimeter
Dozen
each additional floor
each cut
each test
each tree guard
each tree guard
Enzyme Units / Milliliter
Enzyme Units
Fluid Ounce US
Square foot
Cubic foot
Gigajoule
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