Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date3 Jun 2019
Closing Date19 Jun 2019
Tender Amount₹ 10,18,34,000
Costs
EMD
₹ 20,36,680Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_PWDAP_227_1Bid Award Id
ViewTender No
01/19-20/KD/Deomali-Mopaya/DMLTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
FORMATION CUTTING [2.800 Km]
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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.)
4801.39
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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 (average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
4321.25
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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
480.14
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GRADIENT CORRECTION [CUTTING & FILLING [2.600 Km]
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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.)
5813.04
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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 (average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
5813.04
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EMBANKMENT CONSTRUCTION [13.100 Km]
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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)
9300.87
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Embankment Construction with Material Obtained from Borrow Pits (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)
62812.37
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CROSS DRAINAGE WORKS [BOX CULVERT 2.00 MTR SPAN - 2 NOS & 5.00 MTR SPAN - 3 NOS]
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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 with approved material.) a) Manual Means
I) Ordinary soil i) upto 3 m depth
1040.31
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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.)
105.84
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A) RCC Grade M20
i) Case I Using concrete mixer
114.77
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
6.18
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
A) RCC Grade M20
I) Case I Using concrete Mixer i) Height upto 5m
125.7
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Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specification
12.39
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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.
292
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular material
317.88
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. A) RCC Grade M20
I) Using Concrete Mixer i) Height upto 5m
267.08
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
10.58
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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.
A) Boulder laid dry without wire crates.
194.57
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15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
54.06
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PAVEMENT WORKS [15.703 KM]
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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.)
66777.01
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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.
66777.01
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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)
A) for grading- I Materials
13355.4
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