Odisha Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 4,93,442Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_IDCO_89004_1Bid Award Id
ViewTender No
PC/EST/E-21/2023-24Tender Authority
Odisha Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
BOQ Items
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Earthwork in excavation, in all kind of soil taking out the excavated soil, levelling, compacting of the bed of excavation as per working drawing , and section 300 of MORTH specification for Road & Bridges works (5th revision) and disposing the surplus unsuitable soil away from the working area and stacking the suitable soil for reuse with in the Road, land including and plants machineries required for the work dewatering, shoring, strutting where ever required including full compensation to all inclusive costs, all operation, contingencies, incidentals involved for the finished defect free item of works complete to specification and as directed by the Engineer in charge
1292.72
95661
74
... More
Construction of embankment in approved layers with approved materials free from Logs, stumps, roots, rubish obtained & deposited at road land from roadway cutting, drainage excavation and compacting at OMC to achieve minimum required density as under Cl. 305 table 3001-1 & 300-2 and Cl. 112 of technical specification Part I / II of specification for road and bridge works, MORT&H (4th revision) including full compensation to all operations, all inclusive costs, contigencies incidentals involved for the finished defect free item of work complete to specifications as per direction of Engineer or his representative to satisfaction.
1292.72
130732
101.13
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Construction of embankment in approved layers with approved materials free from Logs, stumps, roots, rubishobtained from borrowpits having CBR not less than 5% with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2and 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.
8812
1736845
197.1
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Construction of subgrade and earthen shoulders with approved material obtained from borrowpits having CBR not less than 5% with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2and 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.
5874.55
1205457
205.2
... More
Construction of granular sub-base by providing Grading IV material spreading in uniform layers with motor grader on prepared surface, mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
2825.1
7042937
2492.98
... More
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) as per materials mentioned in table (400-13 ) & Technical specification Cl. 406 of specification for road and bridge work MORT&H (5th 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-in-charge.
2182.55
6231093
2854.97
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Supplying, providing, spraying & priming over prepared granular base (WMM)with Bituminous emulsion of medium porosity (slow setting-1) complying with IS 8887-2004 at the rate of 7Kg to 10 kg/10sqm with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete as per Technical Specification Cl.502 of specification for road and bridge work MORT&H (5th revision) including full compensation to all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete to specification and as directed by Engineer-in-charge.
9312.19
340942
36.61
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Supplying, providing and applying tack coat Cationic bitumen emulsion (RS 1) complying with IS:8887-2004 with the help of a self propelled pressure sprayer to spread uniformly over the cleaned prepared dust free surface at 0.25 - 0.30 Kg/Sqm as per technical specification under Cl.503 of specification of road and bridge work MORT&H (5th revision) including full compensation to all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete to specification and as directed by Engineer-in-charge
9312.19
118506
12.73
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Providing and Laying Dense Bituminous Macadum with VG30 paving bitumen complying with the Indian Standard Specification IS:73 and cushed stone grading-II materials as per table no 500-10 & filler material as per table no 500-9 with minimum bitumen of 4.5% of mass of total mix as per clause 505 of Specification of Road and bridges work of MORT&H(5th revision) including full compensation to all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete to specification and as directed by Engineer-in-charge
698.41
7210583
10324.22
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Providing and Laying Semi Dense Bituminous Concrete with VG30 paving bitumen complying with the Indian Standard Specification IS:73 and cushed stone grading II materials as per table no 500-18 with minimum bitumen of 5% of mass of total mix as per clause 507 of Specification of Road and bridges work of MORT&H(5th revision) including full compensation to all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete to specification and as directed by Engineer-in-charge
232.8
2680349
11513.29
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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 25mm, 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 tonne vibratory roller, finishing and curing etc complete as per Clause 601 of Technical specification for road and bridge works MORT&H (5th Revision), and as per direction of Engineer-in-charge.
590.69
2184962
3699
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement,thickness as per design,over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork(steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continuous operation including provision of contraction and expansion,construction joints,applying debonding strips,primer,sealant,dowel bars,near approaches to bridge/culvert and construction joints,admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
437.54
3413687
7802
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Supplying, providing 2.5 mm thick hot applied thermoplastic road marking material homogeneously composed of aggregate pigment, resin, glass reflectorizing beads with colour of the compound white or yellow as per IS 356 as specified in the drawing conforming to clause no. 803 of specification for road & bridge works (5th revision) with all inclusive costs, all operations, contigencies, incidentals involved complete for finished defect free item of work to specification & as directed by Engineer in charge
613.53
217060
353.79
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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
2536
835925
329.62
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Painting two coats over a coat of priming after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.all complete as per direction of EIC.
760.8
57060
75
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Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over Aluminium sheeting 2 mm thick supported on properly designed foundation with M-15 grade concrete 45X45X60 cm, 60 cm below ground level as per drawing and technical specification clause 801 of specification for road & bridge works (5th revision) & as directed by Engineer in Charge
-
-
-
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90 cm equilateral triangle
2
8418
4209.2
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80 cm x 60 cm rectangular
1
2692
2692.58
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Supplying and provding stone Pitching on slopes using sound ,hard, durable and fairly regular in shape and weighing each stone not less than 40 kg, as per drawings and Clause 2504 of Technical specification for Road & Bridge works MORTH (5th revision) and as direction of Engineer in charge.
1540.62
2825497
1834
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HUME PIPE CULVERT
-
-
-
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Earth work in excavation by mechanical means of foundation of structures including wing wall, curtain wall,head wall etc in all kinds of soil 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. as per clause 304 of MORTH specification for Road and Bridge works (5th revision) and as directed by the Engineer in charge
582.96
30313
52
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Supplying and filling clean course sand in foundation and plinth, free from deliterious materials, earth, earthclods, roots and boulders etc watered and well compacted, including costof materials, labour, and T&P etc complete below leveling course of open foundations / approach slab etc complete as per technical specification for Road & Bridge works (MORTH 5TH revision) & as directed by Engineer in charge
175.44
159124
907
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Supplying, Providing & laying Plain cement concrete 1:3:6 (cast-in-situ) in nominal mix in levelling coarse with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge
66.48
363419
5466.6
... More
Supplying, Providing & laying Plain cement concrete M-20 grade (cast-in-situ) in nominal mix in foundation & with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation & substructure and compacted by vibration including curing for 14 days and including formwork of structure as per drawing and section 1000, 1500 , 2100 and 2200 of technical specification for Road & Bridge works (MORTH 5th revision) & as directed by Engineer in charge
357.84
2096364
5858.39
... More
Supplying, & Laying reinforced cement concrete hume pipes of NP4 concrete pipes for culverts bedding PCC M-20 grade (cast-in-situ) , mechanically mixing, vibrating, centering & shuttering, de centering using tools & plant equipments & machinery complete in single / multiple row (s) including fixing & jointing with cement mortar 1:2 and jute fibre if required complete as per drawing and technical specification section 2900 and its related relevant clauses & sub clauses MORTH specification for Road & Bridge works (5th revision) and along with IS-458 as direction of Engineer in charge.
-
-
-
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1000 mm dia H.Pipe.
144
1308413
9086.2
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Supplying and provding and laying Boulder approns on Upstream and Down stream of culverts using sound ,hard, durable and fairly regular in shape and weighing each stone not less than 40 kg, and specific gravity not less than 2.4 as per drawings and Section 2503 of Technical specification for Road & Bridge works MORTH (5th revision) and as direction of Engineer in charge.
22.8
43112
1890.92
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Toe Wall
-
-
-
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Earth work in excavation by mechanical means of foundation of structures in all kinds of soil 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 including dewatering if necessary etc complete as per clause 304 of technical specification for Road and Bridge works (MORTH 5th revision) and as directed by the Engineer in charge
912.96
47473
52
... More
Supplying and filling clean course sand in foundation and plinth, free from deliterious materials, earth, earthclods, roots and boulders etc watered and well compacted, including costof materials, labour, and T&P etc complete below leveling course of open foundations / approach slab etc complete as per technical specification for Road & Bridge works (MORTH 5TH revision) & as directed by Engineer in charge
171.18
155260
907
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Supplying, Providing & laying Plain cement concrete 1:3:6 (cast-in-situ) in nominal mix in levelling coarse with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge
171.18
935772
5466.6
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Providing Fly Ash brick masonry work with fly ash bricks 23cm x12 cm x8 cm tolerance of ± 2% size bricks having crushing strength not less than 75 kg/cm2 with cement mortar 1 cement: 6 sands with all necessary projection, splay cutting, circular moulding, corbelling, etc., including cost of all materials, labour, conveyance, loading ,and unloadining, royalties, scaffolding, watering, curing, sundries, tools and plants, etc., as per the direction of the Engineer-in-charge.
684.72
3437157
5019.8
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Providing and laying of Filter media with granular materials/stone crushed aggregates to a thickness not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and return wall to the full height compacted to a firm condition complete as per drawing & as per clause 2200, 2504.2.2. of technical specifications for Road & Bridge works MoRTH (5th revision) & 710.1.4.of IRC:78 and as per instruction of Engineer in charge.
342.36
905641
2645.29
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STREET LIGHT
-
-
-
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Supply,Installation ,Testing and Commissioning for errection of Galvanised steel Octagonal Street light pole of 7 Mtr height, with 1.5MTR single arm suitable for 70mm Top bracket, MS base plate in position, (make Valmont/Bajaj/Utkarsh) or equvallant including making of foundation of suitable size as per structure design with C.C. of M- 10 grade (1:3:6) , 4 nos anchor bolt , GI cable sleev, earthing terminal, cable entry, 6A Mcb duly finish as per the direction of Engineer in charge.
77
1954029
25377
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Supply, installation and commissioning 60Watt Highly efficient IP66 LED street-light with aluminium pressuredie-cast housing, toughened glass in the front and peanut lensfor batwing light distribution,higher spacing between poles and maintenance-free system.. The cost including installation with all accessories. (Bajaj/ WIPRO/PHILIPS ) or equvallent
105
504840
4808
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AREA LIGHT, TIMER PANEL FOR STREET LIGHT
-
-
-
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S/I/T&Commissioning of LT OUTdoor WALL/FLOOR mounted double door type cubical type electrical main panel ( light ) made out by 2mm CRCA steel sheet duly derusted & pented by simens gray powder cote paint is designed as G.A drawing.
4
225320
56330
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In commer- 01 number of 63A 4P MCB. (make- LEGRAND or equivalent reputed make ISI marked)
-
-
-
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Busbar- 01 numbers of 70Amps Electrolytic copper busbar duly sleeved by color coaded PVC sleeve & supported by suitable size DMC insulator.
-
-
-
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Out going- (i) 01 number TIME SWITCH,01 NO OF 80A TP POWER CONTACTOR , 6-32A SP MCB-1 NOS,32A 4P MCB-1No,Selector Switch-1No
-
-
-
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Instrument- (i) 03 numbers phase indicating lamp with toggle switch & HRC fuse.
-
-
-
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(ii) 01 set of 0-60Amps Ameter with selecter switch & CTS.
-
-
-
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(iii) 01 set of 0-500 voltmeter with selecter switch.
-
-
-
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Supply, laying, testing and commissioning of 1.1 kv grade XLPE insulated PVC sheathed steel armoured alluminium/ copper stranded conductor LT Cables, including laying in trenches/ ducts/ through RCC pipes under roads of following sizes, complete all as specified (as per CPWD specifications for External Electrical works) including the cost of digging and back filling the trenches, sand filling, brick covering for protection etc or clamping complete as required & approved by Engineer's Incharge. (Tagging to be provided with aluminium strips on both the ends as approved).
-
-
-
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4 core X 10 Sq.mm Alluminium cable
2590
437710
169
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3 core X 2.5 Sq.mm copper flexible cable
735
88200
120
... More
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required.
-
-
-
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4 core X 10 Sq.mm cable gland
4
2252
563
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N.B.:- GST as applicable will be paid extra.
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