Jharkhand Industrial Area Development Authority Tender
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Costs
EMD
₹ 4,21,600Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_JIADA_73341_1Bid Award Id
ViewTender No
JIADA/05/Sodha/2023-24Tender Authority
Jharkhand Industrial Area Development Authority ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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Sub- Base Course Granular sub-base with Coarse Graded material (table:- 400-2) Construction of granular sub-base by providing coarse 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 roller to achieve the desired density, completes as per clause 401.for grading -I materials (GSB) Vide section-I ,Add 1.0% for extra widening at curve & junction improvement.
1360.32
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Base Course. Wet Mix macadam (Providing ,laying, spreading and compacting grade grade stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with vibratry roller to achive the desired density.) Add 1.0% for extra widening at curve & junction improvement.
1360.32
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Prime Coat ( Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of Road surface and spraying primer at the rate of 0.06kg/sqm using mechanical means).Add 1.0% for extra widening at curve & junction improvement.
4534.4
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Dense Graded Bituminous Macadam (Providing and laying dense bitumen macadam with 100-120TPH batch type HMP producing an avreage output of 75 tonnes per hour using crushed aggregate of specified grading, premixing with bituminous binder @4.0 to 4.5 % by weight of total mix mix and filler , transporting the hot mix to work site, laying with a hydrostatic paver finisher with senser control to the required grade, level and alignment, rolling with smooth wheeled, vibratry and tondem roller to achive the desired compaction as per morth specification clause no 507 complete in all respects.) with VG=30 Grade Bulk Bitumen.Add 1.0% for extra widening at curve & junction improvement.
282.62
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an avreage output of 75 tonns per hour using crushes aggregates of specified grading, premixing with bituminous binder @ 504 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hyrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibrating and tandem roller to achive the desired compaction as per morth specification clause No. 509.Comlete ain all respects.) Add 1.0% for extra widening at curve & junction improvement.
173.92
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Tack Caot Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bitumen/ granular surface cleaned with mechanical broom. Add 1.0% for extra widening at curve & junction improvement.
4534.4
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Cross Drain. Excavation for structure (earth work in excavation of foundation of structure as per drawing and technical specication, including setting out, construction of shoring and bracing, removal of stumps and other delterious matter,dressing of side and bottom and backfilling with approved material.)
203.04
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P.C.C. 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size machanically mixed, placed in foundation and compacted by vibration including curing for dayes.)
12.96
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Plain / Reinforced cement concrete in sub-structure as per drawing and technical specification.M-20
78.29
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Supplying fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
6.92
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Brick masonary work in (1:3) in sub-structure comlete excluding pointing and plastering s per drawing and Technical specification Prapaet wall.
2.34
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Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specification .
11.94
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Painting two coats after filling the surface with synthetic enemel paint in all sheades on new plasterd concrete surface.
11.94
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Boulder Drain Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, leveling ramming the foundation trenches, removing roots of trees, shrubs all comlete as per approved design, building specication and direction of E/I.
1390.5
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Providing and laying in Position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4( 1cement :Coarse sand (Zone-III):6Graded stone aggregate20)
193.13
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Providing randam rubble stone masonary in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
569.08
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Providing and laying in Position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4( 1cement :Coarse sand (Zone-III):6Graded stone aggregate20)
25.75
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Excavation for structure (earth work in excavation of foundation of structure as per drawing and technical specication, including setting out, construction of shoring and bracing, removal of stumps and other delterious matter,dressing of side and bottom and backfilling with approved material
45
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PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 Nominal mix in Foundation with crushed stone aggregate 40 mm nominal size mechanical mixed placed in foundation and compacted by vibration including curing for 14 days.
6.75
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Stone masonary work in cement mortar 1:3 in foundation complete as per drawing and technical specification.A square Rubble Coursed Rubble masonry (first sort)
60.3
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Plain/Reinforced Cement concrete in open foundation complete as per drawing and technical specification.A PCC M-15
2.7
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Filling in foundation trenches and plinth in layers not exceeding 150mm. Thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5 M all complete as per building specication and direction of E/I.
553.5
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Carriage of material. Brick lead -6 Km.
0.95
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Cement Lead-10 km.
209.74
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Sand lead -35Km.
393.82
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Stone chips lead 11 Km.
285.67
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Steel Lead -10 K m.
6.92
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GST 18%
0.18
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Labour cess @ 1%
0.01
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