Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Mar 2025
Closing Soon18 Mar 2025
Tender Amount₹ 6,93,08,790
Costs
EMD
₹ 6,93,100Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2181_1Tender No
BDL/TA-14/BSD-05/2024-25/243 Dated 04/03/2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
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Excavation in Hill Area in Soil by Mechanical Means (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)
112714.23
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Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
21599.07
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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) Manual Method
2469.69
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Haulage of materials by tipper exluding the cost of loading and unloading on hill roads[ lead = 7.50 Km]
161364.7
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(SH -: Non Bituminous course)
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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.
21250.35
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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.
2125.04
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Surface Drains in Soil
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)
4770
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