Odisha Industrial Infrastructure Development Corporation Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_IDCO_70008_1Bid Award Id
ViewTender No
PC/EST/E-17/2021-22Tender Authority
Odisha Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
BOQ Items
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Rolling & compacting to formation level by loosing cutting ordinary earth for 0.15mtr depth including watering and rolling by PRR as per direction of EIC.
1251
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186.42
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slop and compacting to meet requirment of table 300-2 and clause 305 of MORTH specifications for Road & Bridge works (4th Revision) as per direction of EIC. (Filling For Carriage Way, Extra filling near shoulder, Extra filling near Median)
3642.4
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105.02
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Construction of G.S.B. (Gr-II) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause no. 401 & as per direction of EIC.
732.11
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1971.93
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Supplying, mixing, providing laying (in two layers) in approved layer thickness to line, level grade & slope and constructing as per approved working drawing and approved mix design of wet mix Macadam (WMM) with different grades of materials mentioned in table 400-13 & Technical specification Cl. No.- 406 and its related sub-clauses along with Cl. 112 & section -900 of specification for road and bridge work MORT&H (5th revision) including full compensation to all & inclusive cost of all labour, materials, Hire Charges of Plants & Machineries, all contingencies, incidentals involved for the finished operations defect free item work to specification complete & direction of Engineer- in- Charge.
1220.55
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2159.77
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Supplying, providing, spraying, prime coat on prepared base with bituminous emulsion to a granular surface (WMM) with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete as per Technical Specification Cl. No. 502 along with Cl. 112 & section 900 of specification for road and bridge work MORT&H (5th revision) including full compensation to all & inclusive cost of all labour, materials, Hire Charges of Plants & Machineries, all contingencies, for the finished operations defect free item work to specification complete & direction of Engineer- in- Charge.
4882
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23.51
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Supplying, providing and applying tack coat of bituminous emulsion with the help of a self propelled hot bitumen pressure sprayer to spread the hot bitumen uniformly over the cleaned prepared dust free surface at specified quantity as per technical specification Cl. No.503, Cl- 112 & section-900 of specification of road and bridge work MORT&H (5th revision) including full compensation to all & inclusive cost of all labour, materials, Hire Charges of Plants & Machineries, all contingencies, incidentals involved for the finished operations defect free item work to specification complete & direction of Engineer- in- Charge.
5032
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16
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Providing, laying, 25mm thick Compacted Semi-Dense Bituminous Concrete with 40-60 TPH by transporting the Hot Mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment as per clause no. 508 of of MoRT & H specifications for road and bridge works (4th revision) using crushed agreegate of specified grading premixed with bitumenous binder @ 5 % of wet mix.complete as directed by Engineer- in- Charge
125.8
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8305.18
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Providing, laying, 50mm thick Compacted Bituminous Macadam with 40-60 TPH Hot Mix Plant premixed with Bituminous binder, transported to site, laid over a previously prepared surface with hydrostatic sensor paver finisher to the required grade, lavel and alignment as per clause no. 504 of MoRT & H specifications for road and bridge works (4th revision) using crushed agreegate of specified grading .
244.1
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6362.41
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PART - II ( SHOULDER PORTION )
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Supplying & filling with stone screened dust, well watered and rammed etc complete as directed by Engineer- in- Charge.
215.7
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971.44
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Providing & laying of precast interlocking paver block of 80mm thick made out of M-35 grade concrete with minimum compressive strength of 35 N/sqmm at 28 days as per IS 15658: 2006 Clause 5 and 9.1.4 over 50mm thick bed of well compacted sand including cost & conveyance of all materials , labour , T&P, sundries etc all complete, as per the driection of Engineer in charge .
2158.6
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786.13
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PART - III ( DRAIN PORTION )
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Earth work in stoney earth and gravels mixed with stone bolders as per the direction of EIC. {(240.00+140.00)x 2nos + 255.00} = 1015.00mtr
107.8
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184.59
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Supply of U shaped pre cast RCC deains of sizes (600mm x 600mm x 100mm) made of M-30 grade of concrete with 10mm tor as main amd 8mm tor as distribution having spacing 6" & 8" respectively with cover slab having M-30 grade of concrete and 10mm tor & 8mm tor @ 6" & 8" spacing for main and distribution respectively complete as a set, to be measured in term of each number with transportation till Bhubaneswar (Excluding GST) etc, completed as per direction of EIC. *[Drain on both side of Road (Total Length for Drain to be constructed 635.00 mtr. So total length = {(240.00+140.00)x 2nos + 255.00} = 1015.00mtr. One piece of drain length is 0.60 mtr. So total nos of pieces = (1015.00mtr/0.60mtr)= 1693.00 nos.]
1692
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4140.41
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Supplying, Providing and laying plain cement concrete of proportion (1:3:6) confirming to latest IS codes & manuals for concrete weigh batched. machine mixed using approved quantity of sand, cement, hard crusher broken graded aggregate including hoisting, lowering, concrete, in requared layers not exceeding 15 cm. thick in each layer vibrating, compacting to requiared density, curing including with full compansation to all inclusive costs, all operations required, contingencies, incidentals involved for the finished defect free item of work complete to specification and as directed by the Engineer or his representative. *Embankment Protection with PCC (1:3:6) (one side drain & one side protection)
80.01
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4627.87
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PART - IV ( MEDIAN PORTION & OTHERS )
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Cast in Situ Cement Concrete M20 Kerb
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 & as per direction of EIC. [(240.00 + 140.00 + 255.00) x 2 sides]
2540
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176.74
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Road Side,Median of Road having 1.00mtr long with a space of 1.00 mtr between two consucative lines.) complete as per direction of EIC.
219
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479.39
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N.B.: GST as applicable will be paid extra.
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