State Agricultural Marketing Board Tender
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State Agricultural Marketing Board Tender
Civil And Construction
Opening Date21 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 37,64,000
Costs
EMD
₹ 28,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
164932Tender No
164932Tender Authority
State Agricultural Marketing Board ViewPurchaser Address
-Website
http://www.cg.nic.in
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Documents
BOQ Items
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W= (7+6.6)/2=6.5M
585
50
29250
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Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
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W=(7+6)/2=6.5M
741
85
62985
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Construction of sub-grade with Material Obtained from
Borrow Pits/Borrow Area (Construction of sub-grade with
approved material/selected soil having C.B.R.8 (unless specified
otherwise in the contract) obtained from borrow pits with all lifts
and leads, transporting to site, spreading, grading to required slope
and compacting to meet requirement of table 300-2)
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W=(7+6)/2=6.5M
185.25
250
46312.5
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Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. Disintegrated rock i.e moorum having CBR value not less than 20 and
P.I. and L.L. not more than 6 and 20 respectively.
(For Village roads only)
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W=(6+5.5)/2=5.75.M
470.06
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Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-25 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
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pavement
408.75
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Excavation for Structures (Earth work in excavation of foundation
of structures as per drawing and technical specification, including
setting out, construction of shoring and bracing, removal of stumps
and other deleterious matter, dressing of sides and bottom and
backfilling with approved material.).Ordinary soil.Up to 3 m depth
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curtail wall
270
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for culvert
5.06
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for toe wall
81
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Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
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curtail wall
20.25
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for culvert
5.06
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for toe wall
13.5
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Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20
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curtail wall w=(1.2+0.3)/2=0.75m
236.25
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for toe wall w=(0.6+0.3)/2=0.45m
18
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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets). 1200 mm dia
22.5
6984
157140
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Providing and laying Pitching Stone/Boulder on slopes laid over
prepared filter media including boulder apron laid dry in front of toe
of embankment complete as per drawing and Technical
specifications as per clause 2504.
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Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. With vibratory roller
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SUB-ENGINEER
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CG STATE AGRICULTURE MARKETING MANDI BOARD NAWA ATAL RAIPUR
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