Jharkhand Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 3,96,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_JIIDC_34157_2Bid Award Id
ViewTender No
JIIDCO/11/SBD/2018-19Tender Authority
Jharkhand Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Dry lean cement concrete sub-base (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 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per 600-1,cement content not to be less than 150 kg/ cum , optimum moisture content to be determined days, mixed in a bactching plant, transported to site,laid with a paver with electronic senser, compacting with 8-10tonnes vibratory roller, finishing and curing )
1306.4
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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.)
3220
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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.
1932
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Kutcha 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 rootes of trees shrubs all comlete as per approved design building specication and direction of E/I.
2208
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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.)
147
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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.)
11.76
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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.
79.8
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-
Furnishing and placing Reinforced/ Prestressed cement in super-structure as per drawing and Technical specification R.C.C M-30.Top Slab.
29.4
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Supplying fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
6.81
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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.
3.35
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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.
25.09
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Painting two coats after filling the surface with synthetic enemel paint in all sheades on new plasterd concrete surface.Total Quantity of item no 14.
25.09
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Carriage of material Cement lead -5km.
1540.6
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sand lead 5Km
2091.88
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Stone metal lead 30 km.
3572.91
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Stone chipes lead 30Km.
9535.97
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Brick lead-8km
1.65
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-
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