Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Aug 2024
Closing Date20 Aug 2024
Tender Amount₹ 10,00,000
Costs
EMD
₹ 20,000Document Cost
₹ 2,000Tender Fee
₹ 295
Description
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Contact
Tender Id
2024_PWDRB_362868_1Bid Award Id
ViewTender No
05/SAC/TENDER/2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
Crusher Run Macadam Sub Base/Base Course
Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (ii) For 37.5 mm maximum size
150.05
173604
1157
Dismantling of Existing bituminous surface (Flexible pavements) upto average depth of 50mm by way of mechanical milling, including loading of dismantled material and transportation of same to the dumping ground/place as directed by the Engineer-in- Charge includes all lead and lift.
Note:- This item shall be included in the DPR and executed with prior written permission from Engineer-in- Charge MPPWD.
259.88
7796
30
Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.
249.98
38746
155
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 inuniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
125.02
186654
1493
Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400.B Hard Shoulders (CBR value 12)
150
33450
223
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 A Stone/Boulder
30
66330
2211
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