State Warehousing Corporation Tender
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State Warehousing Corporation - CGSWC Tender
Civil And Construction
Road Construction
Opening Date20 Jan 2025
Closing Soon11 Feb 2025
Tender Amount₹ 64,08,000
Costs
EMD
₹ 48,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
164853Tender No
164853Tender Authority
State Warehousing Corporation ViewPurchaser Address
-Website
http://http://cgswc.cg.gov.in/
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BOQ Items
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Plain cement concrete complete as per drawing and Technical
Specifications..PCC Grade M 15
0.88
3768
3315.84
... More
Providing and laying Reinforced Cement Concrete pipe NP 3 /
prestressed concrete pipe. (Laying Reinforced cement concrete
pipe NP3 /prestressed concrete pipe for culverts including fixing
collar with cement mortar 1:2 but excluding bedding below pipes,
excavation, protection works, backfilling, concrete and masonry
works in head walls and parapets . ) 600 mm dia
27.5
2459
67622.5
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Construction of Embankment with Material Deposited from
Roadway Cutting (Construction of embankment with approved
materials having C.B.R.5 (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)
140.88
80
11270.4
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Granular Sub-base as per Table:- 400-1
Construction o granular sub base by providing close graded Mareial, , 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(part-II) and suitably sprinkling arrangement as per clause 401 but excluding scarifying existing bituminous surface.(A) By Mix in Place method. Disintegrated rock i.e moorum having CBB value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively .
1122.6
460
516396
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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.)
589.26
1434
844998.84
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Dry Lean Cement Concrete Sub-base as per IRC:SP-49
(Construction of dry lean cement concrete Sub-base 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.)
256.2
2332
597458.4
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base, coarse and fine aggregate conforming to IS:383, and graded as per table 600-3, mixed as per approved mix design at site, laid, spread, vibrated, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.)
(a) With Cement concrete grade M-40 and minimum cement content @ 400 kg/cum.
902.4
4708
4248499.2
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