Odisha Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 3,12,700Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IDCO_102828_1Bid Award Id
ViewTender No
PC/EST/E-218/2023-24Tender Authority
Odisha Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
BOQ Items
Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.including cost of leads, transporting to site, spreading, grading to required slope and compacting,all labour, T&P etc. complete as directed by the Engineer-in-charge.
4377.45
1009702
230.66
Cutting of Disintegrated rock not required blasting to be removed by pick axes and crow bars and depositing materials within 50m intial lead and 1.5m intial lift including rough dressing as per direction and speciefication of the department including stacking the useful materials separately as ordered.
798
355620
445.64
Construction of Embankment with Cutting material obtained with all lift and leads, transporting, to site by mechanical means within a lead of 5kms spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT & H Speciefication for Road & Bridge works
798
110618
138.62
Construction of Granular sub-base(Grade-IV) by providing close graded material, mixing in a mechanical mix plan at OMC, carraige of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density, complete as per clause 401
4180.68
11945206
2857.24
Supplying, mixing, providing laying 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 (400-10 & 400-11) & Technical specification part I / II Cl. 406 and its related sub-clauses along with Cl. 112 of specification for road and bridge work MORT&H (4th revision), including mixing in approved mixing plant with arrangement for controlled addition of water and transporting the mix from the plant to site by trucks /tippers and unloading the same to the hopper of the self propelled sensor paver, paving the same compacting by vibrating roller of minimum 80 to 100 kn static weight or of equivalent capacity to achieve minimum required density complete including full compensation all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete to specification as per direction of Engineer or his representative to satisfaction.
1244.25
3796692
3051.39
Supplying, providing spraying qand applying Prime Coat over prepared surface of granular base with bitumen emulsion heated in bgoiler fitted with spray set including cleaning of road surface with mechanical broom MORT&H specification :Clause 502,primer @ 6-9 Kg/10 sqm with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete as per technical specification (partI/II)Cl.502 along with Cl.112 of specification for road and bridge work and as didected by the engineer or his representative including full compensation to all operations,all inclusive costs contingency & incidentals involved for finished defect free item of work complete to specification.
4977
149459
30.03
Providing and appiying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 0.4Kg/Sqm on the prepared bituminous granular surface cleaned with mechanical broom (MORT&Hspecification (4th revision) clause 503)conforming to IS 8887 for superimposition of approved bituminous mix 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(part-I/III and under Cl.503 Cl.112 of specification of road and bridge work including full compensation to all operation all involved for finished defect free item of work complete to specification as per direction of Engineer in charge or his representative to satisfaction.
4977
52756
10.6
Supplying, providing, laying to approved layer constructing Bituminous Macadam as per approvede job mix formula with bitumen of 60/70 grade over a dust free cleaned prepared primed /tacked surface blending different sizes and quantities with required quantities of crushed strone aggregates mixing ingredients with designed quantity of bitumen at the required temperature heating & mixing uniformlyin the approved hot mix plant capable of producing a mix formula technical specification partI/III of specification for road and bridge works MORT&H specification (4th revision) sections 500,900,100 and its rewlated clauses & sub clauses and table and transporting the hot mixed materials through tipper of adequater capacity to the work site and unloading the same into the hopper of censor paver.
248.85
2392304
9613.44
Providing and laying Semi Dence Bituminous Concrete with batch type hot mix plant using crushed agreegates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired comaction as per Clause 508 of MORT&H specification for road and bridge works (4th revision)
124.43
1276839
10261.51
Providing and laying of hot applied thermo plastic compound 2.5mm thick including reflectorsing glass beads @ 250 gm/Sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35. Clause No. 803 of MORT&H specification for Road and Bridge works (Latest Revision) including cost of all materials, labour, labour cess, royalties, conveyance, applicable taxes and T&P etc.complete in all respect but excluding GST and as directed by Engineer-in-Charge.
165.9
58695
353.8
1264.00 mtr length RCC Drain
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-
-
Earth work in excavation of Hard soil including cost of all shuttering and shoring in all sides, dewatering the trenches, if required, dressing the sides and leveling the bed up to the required depth and width and depositing the excavated materials within initial lead and lift for re-use or as directed by the Engineer-in-charge including cost of all labour, all other machineries, pumps and T&P required for the work complete in all respect as per latest specification and direction of Engineer-in-Charge wtihin 50m initial lead .1.5 m initial lift.
1390.4
293374
211
Supplying, & filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyance, royalties, , of all materials and cost of all labour with T&P, sundries required for the work etc., complete (Measurement will be taken on finished compacted section) as per specification and direction of Engineer-in-charge.
208.56
196964
944.4
Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. but excluding GST complete as directed by the Engineer-in-charge.
926.93
107458
115.93
Providing and laying plain Cement concrete (1:3:6) using 40 mm and down graded size black hard crusher broken granite metal of approved quality from approved quarry including mixing, lowering, laying and compacting to proper thickness, watering and curing for the required period as per direction of the Engineer in charge, including cost of all materials with all taxes and royalties, loading and unloading, conveyance, all labour, all sundries and T&P etc. complete, as per the direction of Engineer- In-Charge.
139.04
847685
6096.7
R.C.C work of M-25 grade having a minimum compressive strength in work test of 200 kg/Cm2 in 15 cm cubes at 28 days after mixing and test conducted in accordance with IS 456 IS516 using 20 mm downgraded size black hard granite stone chips of approved quality anf from approved quarry including hoisting lowering and laying concrete and compacting by using vibrates watering and curing ,finishing the exposed surface smooth, providing grooves and beads where necessary in all heights complete including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess and all T&P etc. required for the work complete in all respect but excluding centring, shuttering and reinforcement as per the direction of the Engineer-in-charge.
398.16
2532512
6360.54
Cutting, Straightening coiled or bent up HYSD/ TMT Reinforcement Bars welding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works, providing Fan Hooks where necessary and hoisting, lowering and placing the same in proper position according to the approved designs and drawings in all floors at al height including cost, conveyance, loading, unloading , stacking & all taxes of HYSD/ TMT Reinforcement Bars and Binding Wires of 18 to 20 Gauge required for the work, cost of all labour, T&P and scaffolding complete in all respect as directed by the Engineer in charge (Payment will be made according to the actual/ proper weight of the HYSD/ TMT Reinforcement Bars & Binding Wires consumed in the particular work only) .
364.81
3242259
8887.53
Providing strong rigid, leveled and plumbed centering and shuttering to required shape and size for all kinds of RCC/PCC works in the items mentioned below wilth wooden or steel centering materials with all necessary bracing , ties and supports incluidng cost of all materials with transportailton, loading and unloading etc. and all labour, sundries, T&P scaffolding etc. but excluding GST complete in all respect as per direction of Engineer in charge.
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-
-
Plinth & Foundation
126.4
29669
234.73
Wall
758.4
699131
921.85
Slab
632
582609
921.85
Box Culvert
-
-
-
Earth work in excavation of Hard soil including cost of all shuttering and shoring in all sides, dewatering the trenches, if required, dressing the sides and leveling the bed up to the required depth and width and depositing the excavated materials within initial lead and lift for re-use or as directed by the Engineer-in-charge including cost of all labour, all other machineries, pumps and T&P required for the work complete in all respect as per latest specification and direction of Engineer-in-Charge wtihin 50m initial lead .1.5 m initial lift.
112.7
23779
211
Supplying, & filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyance, royalties, , of all materials and cost of all labour with T&P, sundries required for the work etc., complete (Measurement will be taken on finished compacted section) as per specification and direction of Engineer-in-charge.
14.7
13882
944.4
Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. but excluding GST complete as directed by the Engineer-in-charge.
75.13
8709
115.93
Providing and laying plain Cement concrete (1:3:6) using 40 mm and down graded size black hard crusher broken granite metal of approved quality from approved quarry including mixing, lowering, laying and compacting to proper thickness, watering and curing for the required period as per direction of the Engineer in charge, including cost of all materials with all taxes and royalties, loading and unloading, conveyance, all labour, all sundries and T&P etc. complete, as per the direction of Engineer- In-Charge.
9.8
59747
6096.7
R.C.C work of M-25 grade having a minimum compressive strength in work test of 200 kg/Cm2 in 15 cm cubes at 28 days after mixing and test conducted in accordance with IS 456 IS516 using 20 mm downgraded size black hard granite stone chips of approved quality anf from approved quarry including hoisting lowering and laying concrete and compacting by using vibrates watering and curing ,finishing the exposed surface smooth, providing grooves and beads where necessary in all heights complete including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess and all T&P etc. required for the work complete in all respect but excluding centring, shuttering and reinforcement as per the direction of the Engineer-in-charge.
75.6
480856
6360.54
Cutting, Straightening coiled or bent up HYSD/ TMT Reinforcement Bars welding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works, providing Fan Hooks where necessary and hoisting, lowering and placing the same in proper position according to the approved designs and drawings in all floors at al height including cost, conveyance, loading, unloading , stacking & all taxes of HYSD/ TMT Reinforcement Bars and Binding Wires of 18 to 20 Gauge required for the work, cost of all labour, T&P and scaffolding complete in all respect as directed by the Engineer in charge (Payment will be made according to the actual/ proper weight of the HYSD/ TMT Reinforcement Bars & Binding Wires consumed in the particular work only) .
75.6
671897
8887.53
Providing strong rigid, leveled and plumbed centering and shuttering to required shape and size for all kinds of RCC/PCC works in the items mentioned below wilth wooden or steel centering materials with all necessary bracing , ties and supports incluidng cost of all materials with transportailton, loading and unloading etc. and all labour, sundries, T&P scaffolding etc. but excluding GST complete in all respect as per direction of Engineer in charge.
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-
-
Plinth & Foundation
42
9858
234.73
Wall
168
154870
921.85
Slab
84
56860
676.91
N.B.:- GST as applicable will be paid extra.
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