Jharkhand Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 57,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_JIIDC_30943_1Bid Award Id
ViewTender No
JIIDCO/30/2017-18Tender Authority
Jharkhand Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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.
31.05
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SUB-BASE COURSE 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 -II material
2326.61
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BASE COURSE 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.
2166.17
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BITUMINOUS SURFACING 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.
10028.54
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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.
20057.09
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Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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. 507 complete in all respects.
501.43
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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 respectsfor grading-II (10mm nominal size)
300.86
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MISCELLANEOUS Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing90 cm equilateral triangle
2
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MISCELLANEOUS Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm equilateral triangle
2
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MISCELLANEOUS Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm circular
2
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MISCELLANEOUS Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 80mmx60mm rectangle
2
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Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
4
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Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc kilometer stone (precast)
4
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
529.56
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DRAIN Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil upto 3m depth
152.25
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M10
10.5
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RCC M20 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
45
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 for cover of drainPCC Grade M15 for cover of drain
33.75
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
6.39
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RETAINING WALL CUM GUARD WALL Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil upto 3m depth
135
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
28.5
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry
150
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
61.5
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
0.15
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
75
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PROTECTION WORK Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
37.5
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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
75
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CULVERT Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Net qty of Soil
190.65
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Providing PCC M15 in Foundation A= r2/2(pq/360-sinq)
39.54
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications R R Stone masonry (first sort )
66.48
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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 Stone/Boulder
49.86
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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
36
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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
92.16
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Backfilling around pipes and in foundation with approved local sand compaction as per MORT & H Sp. Cl. No. 290
84.63
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Construction of diversion for smooth Flow traffic as per direction of E/I
3
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E/W in excavation of foundation trenches in hard soil -do-do-all complete job
425.15
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Providing P.C.C. M15 with nominal mix(1:2:4)in foundation -do-do-all complete
62.35
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Providing R.D.R.R. stone masonary with c.m.(1:3) in foundation and plinth -do-do-all complete
175.68
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Providing R.D.R.R.Stone masonary with c.m.(1:3) in substructure -do-do- all complete as per spn. And direction of E/I
101.96
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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.
15.29
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Providing R.C.C. M25 in deck slab -do-do-all complete job
17.84
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Providing P.C.C. M20 in various parts of the structure -do-do-all comp
1.89
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Providing HYSD bars for R.C.C.
0.69
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Providing Designation 75A B/W in c.m.(1:3) in foundation and plinth -do-do- all comp.
1.22
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Providing 75x75mm weep holes @1000mm C/C both horizontally and vertically -do-do-all complete job
70
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Back filling in the foundation trenches and plinth with granular soil -do-do- all comp.
143.53
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Providing 12 mm thick plaster with c.m.(1:3) -do-do- all comp. job.
39.89
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Providing painting two coats over new plastered surface -do-do- all complete
39.89
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Providing granular filter media -do-do-all comp.
41.06
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Providing Tar Phelt Cushion under the deck slab -do-do-all complete job
1
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints for fixed ends of simply supported spans not exceeding 10.0m to cater for a horizontal movement upto 20 mm , covered with sealant complete as per drawing and technical specification
24
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Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight
24
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Add 1% Labour cess
247376.66
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Add 12 % G.S.T
2968519.94
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