Loading…
Loading…
Tender Value
₹6.7 Cr
EMD Value
₹3.3 L
Closing Date
1 Jul 2026, 5:00 pm
MR Ahammad Danish
CE(Ambikapur)
CONSTRUCTION OF BANDARCHUWAN TO GORIYA SARABKOMBO APPROACH ROAD LENGTH 11.425 K.M. DIST- JASHPUR
192812
NIT NO: 414/TC/2026-27
RESTRICTED TENDER
WORKS
10 days
CE(Ambikapur)
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 B
CE(Ambikapur)
PWD Circle, Ambikapur
Division Patthalgaon
120
10
No
0
192812
1 Jul, 2026 5:00:00 PM IST
6 Jul, 2026 10:00:00 AM IST
10 Jun, 2026 5:00:00 PM IST
NIT NO: 414/TC/2026-27
CONSTRUCTION OF BANDARCHUWAN TO GORIYA SARABKOMBO APPROACH ROAD LENGTH 11.425 K.M. DIST- JASHPUR
334800.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
66951000.00
2
3 Jul, 2026 5:00:00 PM IST
66951000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
21d 16h 3m
17 documents required · 11 mandatory · 6 optional
₹0
₹3.3 L
9 Jun 2026
9 Jun 2026
6 Jul 2026
10 Jun 2026
1 Jul 2026
10 Jun 2026
3 Jul 2026
Clearing and grubbing Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. In area of light jungle
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters)
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
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 finisher
Dense Bituminous Macadam (Providing and laying dense graded bituminous macadam with minimum 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% 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.) B. With mechanical paver (ii) 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 of 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) B. With mechanical paver finisher (iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of rectro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of rfequired thickness supported on a mild steel frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the Sings and supports as per clause 7.2 of IRC: 67 - 2012 ) B) Made of Class - B High Intensity Micro Prismatic Grade Sheeting of Type IV ( for MDR) a) With Aluminum Sheeting of 2 mm thickness (i) 900 mm equilateral triangle
800mm x600 mm rectangular
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67-2012 made of retro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm and fixed on a mild steel back frame of ISA 40 x 40x 5 mm, supported on a mild steel single angle iron post of size 75 x 75 x 6 mm,firmly fixed to the ground with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing) (C) Made of Class -A High Intensity Micro Prismatic Grade Sheeting of Type - I ( for ODR& Village Roads)
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC:67-2012 made of retro-reflective type sheeting and vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm and fixed on a mild steel frame of size 40 x 40 x 5 mm,supported on a 2 Nos.mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing) (B) Made of Class -B High Intensity Micro Prismatic Grade Sheeting of Type - IV (for MDR)
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.)
Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each.
Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (i) 5th kilometer stone (precast)
Ordinary Kilometer stone (Precast)
Hectometer stone (Precast)
UOM Name
Percentage
Per mile
Siemens Per meter
Activity unit
Document previews and downloads will unlock once the portal makes them available.
details.html
html • 1.09 MB
3662590503382863201_153213_1258250143523725404_129113_Guidelines_to_Bidders_EPS_v1.pdf
NIT • 0.13 MB
8487508255733005314_192812_FORM A.doc
NIT • 0.15 MB
6390396122121208928_192812_NIT.doc
NIT • 0.31 MB
5626068126457036231_192812_192812 Notice.docx
NIT • 0.06 MB
630043863329117059_192812_PQ.doc
NIT • 0.28 MB
5443106419174649147_192812_BOQ.xlsx
BOQ • 0.06 MB
Download all tender documents and submit your bid