Jharkhand Industrial Area Development Authority Tender
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Costs
EMD
₹ 3,08,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_JIADA_59606_1Bid Award Id
ViewTender No
JIADA/04/Bokaro-Road/2022-23Tender Authority
Jharkhand Industrial Area Development Authority ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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Cement concrete pavement (construction of un- reinforced,dowel jointed, palain cement concrete pavement over a prepared su-base with 43 grade cement @400kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a baching and mixing plant as perapproved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a contious opreation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bars,tie rode, admixturse as approved, curing compound, finishing to lines and grade as per drawing.)
709.62
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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.)
105
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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.)
8.4
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Plain / Reinforced cement concrete in sub-structure as per drawing and technical specification.M-20
57
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Furnishing and placing Reinforced/ Prestressed cement in super-structure as per drawing and Technical specification.M-30
21
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Supplying fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
5.5
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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.
1.18
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Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specification .
17.85
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Painting two coats after filling the surface with synthetic enemel paint in all sheades on new plasterd concrete surface.
17.85
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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.
600
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Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all comlete as per building specification and direction of E/I
90
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Providing designation 75B one brick flat solling joints filled with local sand including cost of watering taxes royalty all comlete as per building specication and direction of E/I.
1000
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Providing Tor steel reinforcement of 8mm dia. Rods as per approved design and drawing excluding carriage of bars to work site, cutting bending, and binding with annealed wire with cost of wire , removal of rust, placing the rods in position all comlete as per building specification and direction of E/I
30.9
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Providing R.C.C M-200with nominal mix of (1.2:4 ) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, virating, stricking, curing (but excluding the cost of reinforcement, taxes and royalty all comlete, as per building specication and dircetion of E/I.
350
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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.
880
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Carriage of materials Brick lead -7 Km.
32.59
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Cement -5 km.
158.12
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Sand lead -35 Km.
262.95
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Stone chips lead 30 Km.
315.66
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Steel Lead -5 K m.
30.9
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GST @ 12%
0.12
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Labour cess @ 1%
0.01
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