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Tender Value
₹11.6 Cr
EMD Value
₹5 L
Closing Date
10 Jul 2026, 5:00 pm
Similar tender results from the same govt authority in the past 3 years.
MR Yognarayan sahu(DFLT)
CE(Bilaspur)
Recarpeting of Runway at Bilasa Devi Kevat Airport Bilaspur(DEPOSITE WORK) (Without Escalation and Bonus)
193642
NIT NO:513/TC/2026-27
OPEN TENDER
WORKS
4 days
CE(Bilaspur)
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 Yognarayan sahu(DFLT)
OPEN TENDER
PERCENTAGE
OPEN TO ALL
CE(Bilaspur)
PWD Circle, Bilaspur
Division No. 1 Bilaspur
120
04
No
0
193642
10 Jul, 2026 5:00:00 PM IST
15 Jul, 2026 10:00:00 AM IST
19 Jun, 2026 5:00:00 PM IST
NIT NO:513/TC/2026-27
Recarpeting of Runway at Bilasa Devi Kevat Airport Bilaspur(DEPOSITE WORK) (Without Escalation and Bonus)
500000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
116049000.00
2
14 Jul, 2026 5:00:00 PM IST
116049000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
21d 16h 55m
17 documents required · 11 mandatory · 6 optional
₹0
₹5 L
17 Jun 2026
17 Jun 2026
15 Jul 2026
19 Jun 2026
10 Jul 2026
19 Jun 2026
14 Jul 2026
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
Concrete Surface @ 0.35 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 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. (A) With Sensor paver
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. (A) With sensor paver finisher (ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)
Add extra to the Rate of Dense Bituminous Macadam with bitumen, if bitumen grade VG-40 is used instead of bitumen grade VG-30 in the items above.
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) (A) With sensor paver finisher (iii) for Grading II(13.2 mm nominal size) with bitumen 6.0 %
Add extra to the Rate of Bituminous Concrete with bitumen, if Bitumen Grade VG-40 is used instead of Bitumen Grade VG-30 in the items above.
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control) (i) Over 10 cm in width
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300.
Construction of Embankment/sub-grade with Material Deposited from Roadway Cutting Construction of embankment/sub-grade with approved materials having required C.B.R. for embankment/sub-grade (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
Concrete pipe NP 4 / prestressed concrete pipe Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipe, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (c) 1000 mm dia
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