Jharkhand Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 3,60,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_JIIDC_37603_1Bid Award Id
ViewTender No
JIIDCO/17/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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Excavation in soil with Dozer with lead upto 100 metres (Excavation for road way in soil by machenicle means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead20 metres), including trimming bottom and side slopes in accordance with requirment of lines, graded and cross sections.)
11046
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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 achive the desired density complete as per clouse 401)
Add 1.0% for extra widening at curve & junction improvement
726.14
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Wet mix Macadam (Providing), Laying, spreading and compacting graded stone aggregated to wet mix macadam specification including premixing the Material with water at OMC in machanical mix plant carriage of material by tripper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achive the desired density.)
Add 1.0% for extra widening at curve & junction improvement
1089.36
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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 confirming 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 table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length, construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site , laid with a paver with electronics sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
Add 1.0% for extra widening at curve & junction improvement
696.4
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Cement concrete pavement (Construction of un-reinforced, dowel jointe, plain cement pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregated confirming to IS:383, maximum size of coarse aggregated not exceeding 25mm, mixed a batching 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 continuous operation including provision of contraction,expension, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant , debonding strip, dowel bar, tie road , admixtures as approved, curing compound, finishin to lines and grades as per drawing) Add 1.0% for extra widening at curve & junction improvement
1740.99
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Double Vent Colvert
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 levelling ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.Extra for earth work in hard soil as per specification and direction of E/I.(vide classification of soil item -B)
240.12
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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 material, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurment compacted volume).
14.64
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Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
146.4
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Providing and laying PCC or R.C.C. M-100 with nominal mix of (1:3.6) in foundation of various components of canal or embankment structure with approved quality of 40mm graded coarse aggregated of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/I.
14.64
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Providing TMT reinforcement (tor Steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I.
10mm dia TMT Fe 500
5.49
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Providing TMT reinforcement (tor Steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I.
16mm dia TMT Fe-500
13.11
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Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I.
Bed
25.13
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Providing shuttering, including strutting proping etc. and its removal after use in various components of canal structure as per specification and direction of E/I. Wall
221.19
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Providing and laying PCC or R.C.C.M -200 with nominal mix of (1:1.5:3) in foundation of various components of canal or coarse aggregated of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing, royalty etc. excluding cost of form work as well as reinforcement, its cutting, bending and placing complete job as per specification and direction of E/I.
205.37
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Providing centering including strutting and proping etc. and removal after use in deck slab as per specification and direction of E/I.
129.65
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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.R.C.C. Grade-M-20
57
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Furnishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical specification R.C.C M-30.
21
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
5.18
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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.
2.36
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Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specification .
17.92
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Painting two coats on New concrete surface (painting two coats after filling the surface with synthetic enamel paints in all shades on new plastered concrete surface). Same Quantity item no 23
Drain 1Mx1m
17.92
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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 levelling the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.Extra for earth work in hard soil as per specification and direction of E/I.(vide classification of soil item -B)
1132.5
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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 (mode of measurement compacted volume).
226.5
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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.
1887.5
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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 TMT Fe-500 (Only valid for SAIL & TATA Steel).
46.67
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Providing R.C.C M-20with nominal mix of (1.1.5:3 ) 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.
736.13
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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.
1812
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Carriage of material Brick lead-8Km
67.06
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Sand lead 20Km
713.39
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Chips lead-30Km
897.98
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Cement lead -5Km
440.89
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Steel lead-5Km
70.45
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