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Tender Value
₹56.8 L
EMD Value
₹43,000
Closing Date
23 Sept 2026, 5:30 pm
MR SE DURG 2 TAMAL LAL BHARTI(DFLT)
CE,DURG
W.M.M. & B.T. Patch Repair Work Of Various Road Of Bhilai - 03 & Kumhari - 01 Section Under Sub Division No.- 03 Durg
198850
NIT NO. 309/DURG(Durg)/2026
RESTRICTED TENDER
WORKS
PERCENTAGE
CE
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
6 documents required · 6 mandatory
Public Works Department (PWD)
WORKS
MR SE DURG 2 TAMAL LAL BHARTI(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
CE,DURG
DURG,CIRCLE
DIVISION DURG
120
No
1
159491000
13102020
198850
23 Sep, 2026 5:30:00 PM IST
28 Sep, 2026 11:00:00 AM IST
5 Sep, 2026 6:30:00 PM IST
31082026
NIT NO. 309/DURG(Durg)/2026
W.M.M. & B.T. Patch Repair Work Of Various Road Of Bhilai - 03 & Kumhari - 01 Section Under Sub Division No.- 03 Durg
43000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
5677000.00
2
25 Sep, 2026 5:30:00 PM IST
5677000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
06
18d 4h 11m
W17471
6 documents required · 6 mandatory
₹0
₹43,000
5 Sept 2026
5 Sept 2026
28 Sept 2026
5 Sept 2026
25 Sept 2026
Nit Schedule For W.M.M. & B.T. Patch Repair Work Of Various Road Of Bhilai - 03 & Kumhari - 01 Section Under Sub Division No.- 03, Dist:-Durg (C.G.)
P.A.C. - 56.77 Lakh
S No NAME OF WORK AMOUNT
1 Batang - Khamhariya Road - 1.50 Km. 218,784.00
2 Pahanda - Khamhariya - Motipur Road - 6.50 Km. 855,691.00
3 Kumhari - Parsada - Amleshwar Road - 10.00 Km. 1,283,536.00
4 Kuruddih - Pahanda Road - 2.50 Km. 534,807.00
5 Kuruddih - Khamhariya Road - 3.20Km. 739,673.00
6 Charoda - Nandauri - Limtara - Kandarka Road - 10.32 Km 1,069,612.00
7 Kumhari - Devbaloda To Sirsa Road - 8.00 Km 974,417.00
Total Amount Rs. - 5,676,520.00
Say In Lakh - 56.77
S No SOR Item Particular Qty Unit Rate Amount
1 5.12 II A (ii) Close Graded Premix Surfacing/Mixed Seal Surfacing Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508. (II) With mechanical paver finisher (A) With bitumen (ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 36131.88 Sqm 121.00 4,371,957.00
2 4.6 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. 180.66 Cum 1365.00 246,600.00
3 5.1 (i) 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. 1806.59 Sqm 65.00 117,429.00
4 5.2(ii) 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. Granular surface treated with primes @ 0.30 kg /Sqm 1806.59 Sqm 15.00 27,099.00
5 5.2 (i) 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.(i) Bituminous surface @ 0.25 kg / Sqm 34325.28 Sqm 13.00 446,229.00
6 5.21 B (ii) 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 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. (B) With Mechanical paver (ii) for Grading II (19 mm nominal maximum size aggregate, bitumen content 3.40%) 90.33 Cum 4562.00 412,084.00
7 5.7 (B) (iii) Bituminous Concrete Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates 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. (B) With Mechanical paver (iii) for Grading II (13.2 mm nominal size aggregate) with bitumen 6.0 % 6.75 Cum 8166.00 55,121.00
Total Amount . 5,676,519.00
Say In Lakh :- 56.77
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3197155676687694209_198850_Affidavit.docx
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6767970216091725388_198850_BID-CAPACITY-2.docx
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2210306851952790280_198850_English Notice Less than 1 Crore.docx
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3604620352778810354_198850_Guidelines_to_Bidders_EPS_v1.pdf
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7713030381178256433_198850_New A_2.doc
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5432953306930472755_198850_NIT APPENDIX 2.doc
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