Odisha Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 5,94,377Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_IDCO_88090_1Bid Award Id
ViewTender No
PC/EST/E-02/2023-24Tender Authority
Odisha Industrial Infrastructure Development Corporation ViewPurchaser Address
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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.
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For 12.00mtr Row road or 18.00mtr Row road
2925
583332
199.43
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Construction of Sub grade with Stone Screen Dust with all lifts and leads, transporting to site by mechanical means , 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). Filling For Carriage Way
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Sub grade quantity=quantity as per calculation sheet. Or Extra filling near shoulder ,For 12.00mtr Row road and 18.00mtr Row road , Extra filling near Median
14872.41
8568144
576.11
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Earth work in excavation of road embankment in ordinary soil including dressing of sides and leveling the bed upto the required depth and depositing the excavated materials away from the work site with all lead and lift, including shoring, shuttering & dewatering (if required) with cost of all labour, hire & running charges of the water pumps, sundries, T & P required for the work complete excluding GST as directed by the Engineer- in- charge.
674.91
83533
123.77
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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.
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For 12.00mtr Row road and 18.00mtr Row road
1701.38
2627968
1544.61
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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.
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For 12.00mtr Row road and 18.00mtr Row road
2835.63
4891802
1725.12
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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.
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For 12.00mtr Row road and 18.00mtr Row road
11342.5
309309
27.27
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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.
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For 12.00mtr Row road and 18.00mtr Row road
11342.5
109114
9.62
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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.
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For 12.00mtr Row road and 18.00mtr Row road
283.56
2778842
9799.84
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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 .
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For 12.00mtr Row road and 18.00mtr Row road
567.13
4070116
7176.69
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(Shoulder Portion)
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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.
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For 12.00mtr Row road and 18.00mtr Row road
494.65
764041
1544.61
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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 .
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For 12.00mtr Row road and 18.00mtr Row road
4946.5
3592741
726.32
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( DRAIN PORTION )
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Earth work in stoney earth and gravels mixed with stone boulders,
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Total Length =( 1235+260)=1495m Length of Drain=2x1495=2990m
784.88
156646
199.58
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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. Drain Bed.
313.95
1405017
4475.29
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RCC work of M-30 grade using 20mm & down grade black hard granite (crusher broken) chips including hoisting & laying
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Bottom Slab,Side Wall and Top Slab
1345.5
6783916
5041.93
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M.S. reinforcement for R.C.C. work including cutting, bending and binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge.
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1.20 qtl per cum of concrete=1.20*1345.50
1614.6
14162722
8771.66
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Rigid & smooth centering & shutterings for R.C.C. works,
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Side wall O/S,Side wall I/S andTop of Slab
11661
1246444
106.89
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( MEDIAN PORTION & OTHERS )
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Cast in Situ Cement Concrete M20 Kerb 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
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Total Length =2(1235+260) = 2990m
5980
979464
163.79
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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Road Side For 12.00mtr Row road and 18.00mtr Row road
773.5
324653
419.72
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Supplying & laying of good earth with approved material obtained with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slop and compacting at median for avenue plantation.(18 km mechnical land)
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For 18.00mtr Row road
247
104742
424.06
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( PONDAGE PORTION )
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Supplying & fillin in ditches with good earth/moorum with approved material obtained with all lifts and leads, transporting to site by mechanical means within a lead of 18 kms, spreading, grading to required slop and compacting to proper level as directed by EIC.
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pondage area-1 Quantity as per calculation sheet.=9480cum
9480
4020088
424.06
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(Cross Drainage Work) RCC 8 numbers culvert with M30
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Earth work in stoney earth and gravels mixed with stone boulders
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For 18.00mtr Row road and 12.00mtr ROW Road
85.68
17100
199.58
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Filling foundation & plinth with excavated earth,1/3rd qty. of above item
28.56
3799
133.05
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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.
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For 18.00mtr Row road and 12.00mtr ROW Road
42.84
191721
4475.29
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RCC work of M-30 grade using 20mm & down grade black hard granite (crusher broken) chips including hoisting & laying, For 18.00mtr Row road
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Bottom slab,Top slab and Side walls
91.39
460781
5041.93
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M.S. reinforcement for R.C.C. work including cutting, bending and binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge.For 18.00mtr Row road and 12m Row road.
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Quantity of Reinforcement =1.25q/1Cum concrete.1.25x91.392=114.24qtl.
114.24
1002079
8771.7
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Rigid & smooth centering & shutterings for R.C.C. works
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RCC works in slab for culverts upto 8m span,Upto 4.00m height Roof slab
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For 18.00mtr Row road and 12.00mtr ROW Road
95.2
44458
467
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RCC foundn. & plinth for Wall
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For 18.00mtr Row road and 12.00mtr ROW Road
342.72
36633
106.89
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N.B - The bidders are required to Quote their rates excluding of Goods & Service Tax (GST). GST as applicable will be paid extra. The existing rule of Govt. and any amendment made in future will be followed.
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