Jharkhand Industrial Area Development Authority Tender
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Costs
EMD
₹ 2,58,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_JIADA_42490_1Bid Award Id
ViewTender No
JIADA/03/Jaynagar/2019-20Tender Authority
Jharkhand Industrial Area Development Authority ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Construction of Embankment with Material Obtained from borrow pits for subgrade. Construction of sub-grade and earthen shoulders with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirment of table No. 300-2. Rolling with vibratory roller.
2535
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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.
676.2
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Base Course. Wet Mix Macadam Providing, laying, sprading and compacting graded stone aggregates to wet mix macadam specifiction including premixing the Material with water at OMC in mechnical mix plant carriage of mixed Material bu tipper to site, laying in uniform layers with pavar in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Vide section-I.Add 1.0% for extra widening at curve & junction improvement.
1014.29
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Dry lean cement concrete sub-Base (Contruction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate confirming 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 150kg/cum, optimum moisture content to be determind days,mixed in a batching plant, transported to site, laid with a paver with electronic senser, compacting with 8-10 tonnes vibratry roller, finishing and curing).Vide section-I. Add 1.0% for extra widening at curve & junction improvement
656.5
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Cement concrete Pavement (construction of un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @400kg per cum, coarse and fine aggregate conforming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a baching 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 continouous opreation including provision of contraction, expansion, construction and longitudnal joints, joint filler separation membrane, sealent primer joint sealent debonding strip, dowel bar, tie rod, admixture as approved, curing compound, finished to lines and grades as per Drawing) Vide section-I Add 1.0% for extra widening at curve & junction improvement.
1641.25
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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.)
126
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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.)
10.08
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Plain / Reinforced cement concrete in sub-structure as per drawing and technical specification.R.C.C. Grade-M-20 Base slab . Side wall.
68.4
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Furnishing and placing Reinforced/ Prestressed cement in super-structure as per drawing and Technical specification R.C.C M-30.
25.2
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Supplying fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
5.84
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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.
2.87
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Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specification .Top of Parapet.Side of Prapet.
21.5
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Painting two coats after filling the surface with synthetic enemel paint in all sheades on new plasterd concrete surface.
21.5
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1Mx1M 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.
975
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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
195
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Providing designation 75A 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.
1625
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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
47.21
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Providing R.C.C M-20 with nominal mix of (1.1.5:30 ) 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.Bed,wall.
633.75
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Carriage of materail Brick lead -8 Km.
53.97
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Cement -5 km.
320.34
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Sand lead -5Km.
537.13
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Stone chips lead 20Km.
633.18
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Steel Lead -5 K m.
53.05
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GST
0.12
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labour cess
0.01
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