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Tender Value
₹47.5 L
EMD Value
₹35,603
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 Repairs Work for Mahanadi River Bridge on Sheorinarayan-Gidhauri Road Under Sub Division Janjgir.
187600
NIT No.32/G. 2025-26 Dated :- 23.03.2026
RESTRICTED TENDER
WORKS
4 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
04
No
5
187600
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.32/G. 2025-26 Dated :- 23.03.2026
Special Repairs Work for Mahanadi River Bridge on Sheorinarayan-Gidhauri Road Under Sub Division Janjgir.
35603.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
4747000.00
2
16 Apr, 2026 5:30:00 PM IST
4747000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
20d 4h 5m
7 documents required · 7 mandatory
₹0
₹35,603
23 Mar 2026
23 Mar 2026
17 Apr 2026
23 Mar 2026
12 Apr 2026
23 Mar 2026
16 Apr 2026
Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m as per section 2809
Tack coat Providing and applying tack coat with bitumen emulsion(RS-1, grade confirming to IS:8887) using emulsion pressuredistributor on the prepared bituminous/granular surface cleaned withmechanical broom and as per clause 503.
Cement concrete Pavement @ 0.35 kg/Sqm
Bituminous surface @ 0.25 kg /Sqm
Mastic Asphalt
Providing and laying 25mm thick mastic asphaltwearing course with paving grade bitumen meeting the requirementsgiven in table 500-39 prepared by using mastic cooker and laid torequired level and slope after cleaning the surface, includingproviding antiskid surface with fine-grained hard stone chipping of13.2 mm nominal size pre- coated with bitumen at the rate of0.005cum per 10 sqm and at an approximate spacing of 10 cm centerto center in both directions, pressed into surface when thetemperature of surfaces not less than 1000C, protruding 1 mm to 4mm over mastic surface, all complete as per clause-516.)
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)
for Grading-II(13.2mm nominal size) with bitumen 6.0 %
Sub-Divisional Officer P.W.D. Bridge Construction Sub Division Janjgir
S.R. ESTIMATE OF MAHANADI RIVER BRIDGE ON SHEORINARAYAN - GIDHAURI ROAD UNDER SUB DIVISION JANJGIR
THIS IS ALL WEATHER ROAD. THIS ROAD CONECTS BOTH DISTRIC'S JANJGIR & BLAUDABAZAR . BRIDGE DAMAGED FOR HEAVY TRAFFIC & CONTINUOUS VOLUME OF TRAFFIC DENCITY. SO SPECIAL REPAIR IS NECESSARY.
Chief Engineer P.W.D. Bridge Zone Raipur (C.G.)
Tack Coat
Reconstruction of wearing coat with Mastic 25 MM & B.C. - 40 MM )
S.O.R ISSUED BY E-IN-C P.W.D. RAIPUR DT. 01.01.2025 FOR BRIDGE WORK & 01.01.2025 FOR ROAD WORK & amendment
The work will be carried out as per MOST specifications
Sub-Divisional Officer P.W.D. Bridge Sub-Division Janjgir (C.G.)
S.R. ESTIMATE OF MAHANADI RIVER BRIDGE ON SHEORINARAYAN - GIDHAURI ROAD
C.G.P.W.D. BRIDGE CONST. ZONE RAIPUR
P.W.D. BRIDGE CONST. CIRCLE RAIGARH
P.W.D. BRIDGE CONST. DIVISION BILASPUR
P.W.D BRIDGE CONST. SUB DIVISION JANJGIR
SUB HEAD
Sub-Divisional Officer P.W.D. Bridge Sub-Division Janjgir (C.G.)
SOR Item No.
Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m as per section 2809
Tack coat Providing and applying tack coat with bitumen emulsion(RS-1, grade confirming to IS:8887) using emulsion pressuredistributor on the prepared bituminous/granular surface cleaned withmechanical broom and as per clause 503.
Cement concrete Pavement @ 0.35 kg/Sqm
Bituminous surface @ 0.25 kg /Sqm
Providing and laying 25mm thick mastic asphaltwearing course with paving grade bitumen meeting the requirementsgiven in table 500-39 prepared by using mastic cooker and laid torequired level and slope after cleaning the surface, includingproviding antiskid surface with fine-grained hard stone chipping of13.2 mm nominal size pre- coated with bitumen at the rate of0.005cum per 10 sqm and at an approximate spacing of 10 cm centerto center in both directions, pressed into surface when thetemperature of surfaces not less than 1000C, protruding 1 mm to 4mm over mastic surface, all complete as per clause-516.)
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)
for Grading-II(13.2mm nominal size) with bitumen 6.0 %
Sub-Divisional Officer P.W.D. Bridge Construction Sub Division Janjgir
SOR Item No.
Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m as per section 2809
Tack coat Providing and applying tack coat with bitumen emulsion(RS-1, grade confirming to IS:8887) using emulsion pressuredistributor on the prepared bituminous/granular surface cleaned withmechanical broom and as per clause 503.
Cement concrete Pavement @ 0.35 kg/Sqm ( S1 To S16 )
Bituminous surface @ 0.25 kg /Sqm ( S1 To S16 )
Providing and laying 25mm thick mastic asphaltwearing course with paving grade bitumen meeting the requirementsgiven in table 500-39 prepared by using mastic cooker and laid torequired level and slope after cleaning the surface, includingproviding antiskid surface with fine-grained hard stone chipping of13.2 mm nominal size pre- coated with bitumen at the rate of0.005cum per 10 sqm and at an approximate spacing of 10 cm centerto center in both directions, pressed into surface when thetemperature of surfaces not less than 1000C, protruding 1 mm to 4mm over mastic surface, all complete as per clause-516.)
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)
for Grading-II(13.2mm nominal size) with bitumen 6.0 %
Sub-Divisional Officer P.W.D. Bridge Construction Sub Division Janjgir (C.G.)
Department
PWD Bridge
PWD Road
PWD Road
PWD Bridge
PWD Road
BSTUPTS
BSPUPTS
CGHCB
CHiPS
CGMSC
CGPHC
CGRBEKVN
CSIDC
CGSMB
CGMFPFED
CGSPDCL
CGSPGCL
CGSPTCL
CGSWC
CGTBC
DBUPTS
KRBAUPTS
KRYAUPTS
RIGUPTS
RUPTS
RNDGUPTS
SUPTS
hectare
joint
litre
meter
metre
one RCC jaali tree guard
one RCC jaali tree guard
P.cumt.
P.Pair
P.Point
p.sq.mtr
P/sq.Mt.
per cm height per letter
per cm height per letter
per cubic centimeter
Per Km.
per letter
Per mtr
per pouch
per test
per tonne
per tonne capacity
per.mtr
Point
quintal
Roll_UD
SHEET
Sq.mtr
Tonne
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