Odisha Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 5,67,150Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IDCO_103757_1Bid Award Id
ViewTender No
PC/EST/E-10/2024-25Tender Authority
Odisha Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
BOQ Items
Compacting and watering upto O.M.C. rolling earth work ith P.R.R. in embankment in layers not exceeding 0.23m by power road roller including hire and running charges of the roller (mesurement to be taken on the finished compacted section of the fill under O.M.C. condition)
3261.6
918140
281.5
Construction of Embankment with approved material obtained from borrow pits with all lift and leads, transporting, to site by mechanical means within a lead of 10kms spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT & H Speciefication for Road & Bridge works
16071.96
3749588
233.3
Supplying, providing, laying in approved layer thickness rto line grade cross section and constructing Granulqar Sub-Base coarse graded II as shown in the drawing using crushed strone aggregate conforming to grading specified in Table 400-1 & 400-1 A & in accordance with physical requirement in BS 812 part III Technical specification part 1/II of specification for road and bridge works MORT&H(4th revision) spreading the same with motor grader of adequate capacity with hydraulic controlled blades & compacting the same with vibratory roller of minimum 80 to 100 KN static weight or of requivalent capacity to achieve minimum required density including full compensation too all operationws involed for finished defect free item of work
2922.36
8723536
2985.1
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.
2213.91
7396894
3341.1
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.
8855.64
248843
28.1
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoRTH Specifications for Road & Bridge works (4th Revision).
405.88
4032174
9934.4
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.
8855.64
92098
10.4
Providing and laying bituminous Concrete with batch type hot mix plant crushed aggregates 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoRTH Specifications for Road & Bridge works (4th 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.
324.71
3424294
10545.7
B. (i) Box Culvert-1no. (2.00mtr X 2.00mtr)
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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.
36.25
9776
269.7
RCC work of M-15 grade with 20mm and down grade black hard granite (crusher broken) chips including hoisting & laying
10.26
63866
6224.8
Providing, lifting, hoisting and laying in position machine batched, machine mixed and machine vibrated approved design mix Reinforced Cement Concrete of grade M-30 in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality, size and grading obtained from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of all labour, conveyance, taxes, royalty, loading, unloading, watering, curing, sundries, hire & running charges of machineries, cost of admixture in recommended proportions (as per IS 9103) to retard/accelerate the setting time of concrete, improve workability without imparting the strength and durability, etc. all complete as per the direction of the Engineer-in-charge.
66.07
463302
7012.3
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 and hoisting, lowering and placing the same in proper position according to the approved designs and drawings at all height including cost, coveyance, loading, unloading, stacking HYSD/ TMT Reinforcement Bars and Binding Wires of 18 to 20 Gauge required for the work, cost of all labour, sundries, T&P and scaffolding but excluding GSTcomplete in all respect as directed by the Engineer in charge.
79.28
719061
9069.9
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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-
-
i) Foundation
26.98
6672
247.3
ii) Wall
162.74
172292
1058.7
iii) Slab
36
27129
753.6
Providing, lifting, hoisting and laying in position machine batched, machine mixed and machine vibrated approved design mix Reinforced Cement Concrete of grade M-30 in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality, size and grading obtained from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of all labour, conveyance, taxes, royalty, loading, unloading, watering, curing, sundries, hire & running charges of machineries, cost of admixture in recommended proportions (as per IS 9103) to retard/accelerate the setting time of concrete, improve workability without imparting the strength and durability, etc. all complete as per the direction of the Engineer-in-charge.
3.51
24613
7012.3
(ii) Retaining Wall
-
-
-
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.
21.24
5728
269.7
Providing and laying Plain Cement Concrete of proportion (1:3:6) in foundation using cement , 40 mm size crusher broken H.G. metal and screened & washed sharp river sand for mortar of approved quality & from approved quarry including hoisting, lowering and laying concrete to the required level, ramming, watering & curing etc complete to required levels, laid in layers not exceeeding 15cm thick in each layer including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour, Sundries, T&P required for the work including shoring, shuttering and dewatering ( if required) including hire and running charges of water pump required for the work etc but excluding GST complete in all respect as directed by the Engineer-in-charge.
6.01
39684
6603
Providing, Lifting, Hoisting & Laying Reinforced Cement Concrete of M-20 Grade in all type of Concrete works as per approved designs and drawings having a minimum compressive strength (in work test) 20N/ mm2 in 15 cm. cube at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips ( of required quantities) from weathered skins of approved quality & from approved quarry, washed and cleaned to be mixed in concrete mixture with approved quality of cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, including cost, conveyance, loading, unloading, stacking, royalties but excluding GST, cost of all labours, scaffolding, sundries, T&P required for the work etc. complete in all respect as directed by Engineer-in-charge.
36.75
257702
7012.3
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 and hoisting, lowering and placing the same in proper position according to the approved designs and drawings at all height including cost, coveyance, loading, unloading, stacking HYSD/ TMT Reinforcement Bars and Binding Wires of 18 to 20 Gauge required for the work, cost of all labour, sundries, T&P and scaffolding but excluding GSTcomplete in all respect as directed by the Engineer in charge.
29.4
266655
9069.9
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.
-
-
-
i) Foundation
158.71
39248
247.3
(iii) Kerb & Crash Barrier
-
-
-
Providing, Lifting, Hoisting & Laying Reinforced Cement Concrete of M-20 Grade in all type of Concrete works as per approved designs and drawings having a minimum compressive strength (in work test) 20N/ mm2 in 15 cm. cube at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips ( of required quantities) from weathered skins of approved quality & from approved quarry, washed and cleaned to be mixed in concrete mixture with approved quality of cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, including cost, conveyance, loading, unloading, stacking, royalties but excluding GST, cost of all labours, scaffolding, sundries, T&P required for the work etc. complete in all respect as directed by Engineer-in-charge.
9.8
68720
7012.3
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 and hoisting, lowering and placing the same in proper position according to the approved designs and drawings at all height including cost, coveyance, loading, unloading, stacking HYSD/ TMT Reinforcement Bars and Binding Wires of 18 to 20 Gauge required for the work , cost of all labour, sundries, T&P and scaffolding but excluding GSTcomplete in all respect as directed by the Engineer in charge.
7.84
71108
9069.9
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.
-
-
-
i) Wall
30.96
32777
1058.7
Part - 2 (Near M/s OPTCL) Internal Road
-
-
-
18.00 mtr RoW 600.00 mtr length
-
-
-
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.
1285.2
346618
269.7
Supplying, providing, laying in approved layer thickness rto line grade cross section and constructing Granulqar Sub-Base coarse graded II as shown in the drawing using crushed strone aggregate conforming to grading specified in Table 400-1 & 400-1 A & in accordance with physical requirement in BS 812 part III Technical specification part 1/II of specification for road and bridge works MORT&H(4th revision) spreading the same with motor grader of adequate capacity with hydraulic controlled blades & compacting the same with vibratory roller of minimum 80 to 100 KN static weight or of requivalent capacity to achieve minimum required density including full compensation too all operationws involed for finished defect free item of work
550.8
1644193
2985.1
Construction of Dry Lean Cement Concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming toIS: 383, the size of coarse aggregate not exceeding 25 mm, 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 than150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver and compacting with vibratory roller, finishing and curing asper Clause 601 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
354.96
1754105
4941.7
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread,compacted and finished in a continuousoperation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant,debonding strip, dowel bar, tie rod,admixtures as approved, curing compound, finishing to lines and grades as per drawing and as per Clause 602 ofMoSRT&H Specifications for Road &Bridge works (4th Revision)
1009.8
7761625
7686.3
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.
-
-
-
i) Foundation
367.2
90808
247.3
Construction of Embankment with approved material obtained from borrow pits with all lift and leads, transporting, to site by mechanical means within a lead of 10kms spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT & H Speciefication for Road & Bridge works
75
17497
233.3
Part - 3 (Connecting ti KV School) Internal Road
-
-
-
18.00 mtr RoW 600.00 mtr length
-
-
-
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.
1147.5
309480
269.7
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.
1147.5
3833912
3341.1
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.
4590
128979
28.1
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoRTH Specifications for Road & Bridge works (4th Revision).
321.3
3191922
9934.4
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&H specification (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.
4590
47736
10.4
Providing and laying bituminous Concrete with batch type hot mix plant crushed aggregates 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoRTH Specifications for Road & Bridge works (4th 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.
183.6
1936190
10545.7
Filling Berm For road work with moorum & sand admixture etc.Complete including rolling with PRR including cost of all labour and hire charges of T & P materials required for the work as per specification and direction of Engineer in charge, cost & conveyance all taxes of sand and moorum
264
233745
885.4
Part - 4 (Entrance to MSME Park) Internal Road
-
-
-
18.00 mtr RoW 300.00 mtr length
-
-
-
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.
573.75
154740
269.7
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.
573.75
1916956
3341.1
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.
2295
64489
28.1
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoRTH Specifications for Road & Bridge works (4th Revision).
114.75
1139972
9934.4
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&H specification (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.
2295
23868
10.4
Providing and laying bituminous Concrete with batch type hot mix plant crushed aggregates 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoRTH Specifications for Road & Bridge works (4th 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.
91.8
968095
10545.7
Filling Berm For road work with moorum & sand admixture etc.Complete including rolling with PRR including cost of all labour and hire charges of T & P materials required for the work as per specification and direction of Engineer in charge, cost & conveyance all taxes of sand and moorum
132
116872
885.4
N.B.:- GST as applicable will be paid extra.
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