Loading…
Loading…
Tender Value
₹74.8 L
EMD Value
₹56,200
Closing Date
27 Jul 2026, 5:00 pm
- PANKAJ MISHRA(DFLT)
CGSWC
Construction Of C.C. Road Work Of 10800 MT Godown Premises At- Ucchibhatti (Champa) Distt-Janjgir-Champa (C.G.)
195021
No ./7396/CGSWC / CONST. / 2026-27 / Nawa Raipur Dt- 03.07.2026
RESTRICTED TENDER
WORKS
6 days
CGSWC
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
Chhattisgarh State Warehousing Corporation (CGSWC)
WORKS
- PANKAJ MISHRA(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
CGSWC
TENDER SECTION
CGSWC
120
6
No
0
195021
27 Jul, 2026 5:00:00 PM IST
28 Jul, 2026 11:01:00 AM IST
8 Jul, 2026 5:00:00 PM IST
No ./7396/CGSWC / CONST. / 2026-27 / Nawa Raipur Dt- 03.07.2026
Construction Of C.C. Road Work Of 10800 MT Godown Premises At- Ucchibhatti (Champa) Distt-Janjgir-Champa (C.G.)
56200.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
7481000.00
2
7481000
AS PER NIT
AS PER NIT
As per NIT
0.00 INR
18d 23h 25m
17 documents required · 17 mandatory
₹0
₹56,200
8 Jul 2026
8 Jul 2026
28 Jul 2026
8 Jul 2026
27 Jul 2026
8 Jul 2026
Sacrifying Existing Granular Surface Depth of 50mm
Excavation in soil (by Manual Means )
Granular Sub-base as per Table:- 400-1 Construction of granular sub base by providing graded Mateial, , Carriage of mixed Material to work site spreading in uniform layers with motor grader on on perpared 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) (A) For Lower Sub-base with (i) Grading-V Material
Wet Mix Macadam (Providing laying, spreading and compacting graded stone aggregate to wet mix machadam 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 vibtatory roller to achieve the desired density as per clause
Dry Lean Cement Concrete Sub-base Construction of dry Lean Cement Concrete Sub-base as per IRC:SP-49 over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.)
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.) (A) Using Slip Form Paver (a) With Cement concrete grade M-40 and minimum cement content @ 400 kg/cum.
UOM Name
Percentage
Per mile
Per Diem Rate
MAN DAYS
Siemens Per meter
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 1.09 MB
6117445691115649768_195021_CC Road at UCCHIBHATTI CHAMPA Work.docx
NIT • 0.24 MB
7273002862978130851_195021_CC Road at UCCHIBHATTI CHAMPA.xlsx
BOQ • 0.03 MB
Download all tender documents and submit your bid