Jharkhand Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 3,64,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_JIIDC_34157_1Bid 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
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
738.54
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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 ) Add 1.0% for extra widening at curve & junction improvement
473.69
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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.) Add 1.0% for extra widening at curve & junction improvement
1184.22
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Guard wall 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.)
1732.5
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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.)
315
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Stone Masonary work in cement mortar (1:3) in Foundation complete as drawing and Technical specification.
1058.4
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Stone Masonary work in cement mortar (1:3) in superstructure complete as drawing and Technical specification.
771.51
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Plain /Reinforcement cement concrete in open foundation complete as per drawing and technical specificatioin.
12.99
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Providing and laying filter media with granular material/ stone crushed aggregate satisfiying the requirements laid down in clause 2504.2.2 of morth specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full hight compacted to a firm condition comlete as per drawing and technical specification.
472.5
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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.)
106.8
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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.)
6.24
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Plain / Reinforced cement concrete in sub-structure as per drawing and technical specification.M-20 Base slab ,Side wall.
28.35
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Furnishing and placing Reinforced/ Prestressed cement in super-structure as per drawing and Technical specification.M-30
15.6
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Supplying fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
4.25
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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.
1005
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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
150.75
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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.
1675
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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
37.19
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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.
586.25
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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.
1608
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Carriage of material Brick lead -8 Km.
54.43
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Cement -5 km.
272.49
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Sand lead -5Km.
448.94
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Stone chips lead 10 Km.
546.16
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Steel Lead -5 K m.
47.96
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