Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Feb 2024
Closing Date6 Mar 2024
Tender Amount₹ 96,91,980
Costs
EMD
₹ 97,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDAP_1730_1Bid Award Id
ViewTender No
BD/e-NIT/SIDF/2023-24/07Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (Lead-1.50 Km)
2640.64
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SH: FORMATION CUTTING
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Excavation in Hill Area in Soil by Mechanical Means (Dipositing of excavated earth with all lifts and lead upto 1000 m
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.
3498
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Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift.
Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.
1749
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Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Disposal of cut material with all lift and lead upto 1000 m)
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.
6509
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Excavation in Hilly Areas in Hard Rock Requiring Blasting (Disposal of cut material with all lift and lead upto 1000 m).
Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.
9919
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Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift.
Ordinary and Hard Rock
8214
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SH: SURFACE DRAIN.
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Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
880
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