Jharkhand Industrial Infrastructure Development Corporation Tender
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Jharkhand Industrial Infrastructure Development Corporation - JIIDC Tender
Eprocure
Opening Date6 Jul 2018
Closing Date25 Jul 2018
Tender Amount₹ 2,93,63,872
Costs
EMD
₹ 2,93,650Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of Road, drain, Culvert.
Description
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Contact
Tender Id
2018_JIIDC_32055_1Tender No
JIIDCO/05/ SBD/2018-19Tender Authority
Jharkhand Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
(c) Girth 0.9m to 1.8 m
1
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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
846.5
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Construction of Embankment with Material obtained from Borrowpits
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Rolling with vibratory roller
15709.43
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Construction of Embankment with Material Deposited from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
Rolling with vibratory roller
761.85
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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 achieve the desired density, complete as per clause 401.
for grading -I material
1977.08
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for grading -II material
1113.02
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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 mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
2672.72
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Prime Coat
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
10251.5
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Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
20300
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Bituminous Macadam
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. for grading- II(19mm nominal size)
615.09
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Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. for grading- II(10 mm nominal size)
307.55
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DRAIN
E/W in excavation of foundation trenches do-do-all complete job as per specification and direction of E/I
1979.25
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Providing P.C.C.M15 with nominal mix (1:2:4) in foundation -do-do-all complete as per specification and direction of E/I
456.75
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Providing R.D.R.R. Stone masonary with c.m.(1:3) in foundation -do-do- all complete
725
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Providing 12 mm thk. Plaster in CM (1:4) in wall & bottom all complete
5655
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Providing 1.5 mm neat cement Punning in wall & bottom all complete
5655
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HUME PIPE CULVERT
E/W in excavation of foundation trenches do-do-all complete job as per specification and direction of E/I
381.31
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Providing P.C.C.M15 with nominal mix (1:2:4) in foundation -do-do-all complete as per specification and direction of E/I
79.1
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Providing R.D.R.R. Stone masonary with c.m.(1:3) in foundation -do-do- all complete
132.96
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates.
51.84
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
99.6
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Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (a) 1000mm
72
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Providing Flush pointing on stone masonry in CM(1:3) with clean coarse sand of FM 1.5 including cost of all leads and lifts, water, scaffolding, taxes and royalty all complete as per specification & direction of E/I
184.32
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Backfilling around pipes and in foundation with approved soil
169.24
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Construction of diversion for smooth Flow traffic as per direction of E/I
6
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Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plant for ... years.
870
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