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Tender Value
₹17.2 Cr
EMD Value
₹5 L
Closing Date
24 Jul 2026, 5:00 pm
MR Ahammad Danish
CE(Raipur)
STRENGTHENING ON RAJNANDGAON - GUNDERDEHI - DHAMTARI - NAGRI - SIHAWA - BORAI ROAD (SH NO. - 23)ROAD IN KM 155/2 TO 178/2 = 23.20 KM AT DISTT. DHAMTARI (DHAMTARI DN.).
194700
NIT NO: 641/TC/2026-27
RESTRICTED TENDER
WORKS
6 days
CE(Raipur)
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
17 documents required · 17 mandatory
Public Works Department (PWD)
WORKS
MR Ahammad Danish
RESTRICTED TENDER
PERCENTAGE
A
CE(Raipur)
PWD Circle-2,Raipur
Dhamtari Division
120
06
No
0
194700
24 Jul, 2026 5:00:00 PM IST
29 Jul, 2026 10:00:00 AM IST
3 Jul, 2026 5:00:00 PM IST
NIT NO: 641/TC/2026-27
STRENGTHENING ON RAJNANDGAON - GUNDERDEHI - DHAMTARI - NAGRI - SIHAWA - BORAI ROAD (SH NO. - 23)ROAD IN KM 155/2 TO 178/2 = 23.20 KM AT DISTT. DHAMTARI (DHAMTARI DN.).
500000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
172225000.00
2
28 Jul, 2026 5:00:00 PM IST
172225000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
21d 5h 24m
17 documents required · 11 mandatory · 6 optional
₹0
₹5 L
30 Jun 2026
30 Jun 2026
29 Jul 2026
3 Jul 2026
24 Jul 2026
3 Jul 2026
28 Jul 2026
Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) For Sub-base cum drainage layer or upper sub-base with Grading-V Material
Wet Mix Macadam (Providing, 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 as per clause 406.)
Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
(i) Bituminous surface @ 0.25 kg /Sqm
Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 anWith mechanical paver finisherd 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. With mechanical paver finisher
Dense Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 505 complete in all respects. With mechanical paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%)
Bituminous Concrete (Providing and laying bituminous concrete with minimum 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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) With mechanical paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 %
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)
UOM Name
Percentage
Per mile
Siemens Per meter
Activity unit
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679425854514987681_194700_FORM A.doc
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