Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date13 Jul 2019
Closing Date26 Jul 2019
Tender Amount₹ 21,90,22,000
Costs
EMD
₹ 31,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWDAP_239_1Bid Award Id
ViewTender No
CD/DRG-2/2019-20/04Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
223766.94
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Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( av erage lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
27227.52
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Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) a.Mechanised
13358.77
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Pavement
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Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth,lead upto 50 m.)
489785.19
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Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
481935.48
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By Mix in Place Method (Construction of granular sub-base by providing close 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)
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(i) for grading- III Material
43190.93
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
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A By Mechanical Means ii) Grading- II (Using creening Crushable Stype such as Moorum or Gravel
39303.75
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A By Mechanical Means iii) Grading- III (Using screening Crushable type such as Moorum or Gravel)
39303.75
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Dense Graded Bituminous Macadam (Providing and laying dense 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% by weight of total mix 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. 507 complete in all respects.)
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for GradingI(40 mm nominal size)
21595.47
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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 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to he 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)
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or Grading-II ( 10 mm nominal size )
10797.73
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Cross Drainage
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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 the excavated earth to the extent required and utilised the remaining earth locally for road work.)
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a) Ordinary soil Manual Means upto 3 m depth
2303.36
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b) Ordinary Rock Manual Means upto 3 m depth
247.04
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
1292.56
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
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PCC Grade M15 (Height upto 5m)
40.32
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
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RCC Grade M20 ( Height upto 5m ) Using Concrete Mixer For T-beam & slab, 25-35% of (a+b+c)
256.8
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
38.63
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification
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a) Square Rubble Coursed rubble masonry ( first sort )
2818.8
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b) Random Rubble Masonry
2240
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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
960
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12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
413.44
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification ( Granular material )
396
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Protection Work
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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
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a) Ordinary soil( Mannual means depth upto 3M)
1009.26
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
98.64
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Stone masonry work in cement mortar 1:3:6 for substructure complete as per drawing and Technical Specifications Random rubble masonry.
1476.61
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy material
181.76
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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
710
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Dry rubble Flooring
436.73
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Side Drain
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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
6000
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Consultency Services
1
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Evaluation Notes How It Works ?
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