Public Works Department Tender
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Public Works Department - PWD Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date16 Dec 2021
Closing Date23 Dec 2021
Tender Amount₹ 22,91,198
Costs
EMD
₹ 41,870Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWD_54714_4Bid Award Id
ViewTender No
PW-TA-12072-12172dt3-12-21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.hp.gov.in/
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Documents
BOQ Items
Providing and laying concrete for plain/reinforced concrete M-10 (Ten) grade nominal mix1:3:6 (One cement : three Sand:six graded stone aggregate10mm to 40mm (Ten milimeter to forty milimeter) nominal size) in open foundation complete as per drawing and as per Ministry of Rural Development technical specifications.clauses 802,803,1202 and 1203 including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.
77.64
-
-
Providing and laying 900mm (Nine hundred milimeter) dia reinforcement cement concrete pipe NP-2 for culverts on first class bending of granular materials in signal rough including fling collars with cement motar 1:2 but excluding excavation protection work back filling concrete and masonary work in head walls and parapets clause 1108 , including carriage of material in all leads and lifts as per the direction of the Engineer- In- Charge.
22.5
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-
Providing weep holes in brick/stone masonry/plain/ reinforcement concrete work abutment, wing walls, return walls with 100 mm ( One hundred milimetre) dia A/C pipe extending through the full width of the structure with slope of 1(One verical) : 20 (Twenty Horizetial) toward drawing face complete as per drawing and as per Ministry of Rural Development technical specification clause 614,709, 1204.3.7. including all leads, lifts a, carriage of materials and other incidentals complete as per entire satisfaction of the Engineer in charge.
207
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-
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 ( Six hundred) mimlimetre with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 within all leads lifts.and carriage of material as per the direction of the Engineer Incharge.
44.64
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-
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