Jharkhand Industrial Infrastructure Development Corporation Tender
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The JIIDC has issued a formal invitation for competitive bids for the Jharkhand Industrial Infrastructure Development Corporation project, for CONSTRUCTION OF NEW PCC ROAD IN SANTHAL PARGANA INDUSTRIAL AREA SPIADA JASIDIH PHASE II UNDER JIADA in Deoghar, Jharkhand, with an estimated contract value of Rs. 3,95,64,000. The bid opening date for this tender is 23-11-2018 and the last date for bid submission is 12-12-2018. Interested bidders for Jharkhand Industrial Infrastructure Development Corporation tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
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
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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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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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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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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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Stone metal lead 30 km.
3572.91
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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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wet mix Macadam ( providing, laying, spreading and compacting graded 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 wall prepared surface and compacting with vibratory roller to achieve the desired densiti
3358
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Granualr sub-base with close graded material (table:-400-1) Plant mix method (construction of granular sub-base by providing close graded matrial, mixed in a mechnical mix plant at OMC,carriage of mixed material to work site, spreading in unoform layers with moter grade on prepared surface and compacting with vibratry power roller to achieve the desired density, complete as per clause 4.)
3358
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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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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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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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Carriage of material Cement lead -5km.
1540.6
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Stone chipes lead 30Km.
9535.97
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sand lead 5Km
2091.88
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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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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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Excavation in soil using Hydraulic Excavator CK 90 ana tippers with disposal upto 1000 meters. (excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slops in accordance with requiremenys of lines, grade and cross section, and transporting to the embankment location within all lifts and lead upto 1000m)
6716
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