Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date9 Nov 2020
Closing Date16 Nov 2020
Tender Amount₹ 11,16,738
Costs
EMD
₹ 22,500Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Construction Including Metalling And Tarring On Jeepable Link Road From Joginder Nagar Kathla Dul Road Km. 0/0 To 3/0
Description
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Contact
Tender Id
2020_PWD_42282_1Bid Award Id
ViewTender No
PW-JND-B and R-EA-I-NIT-10487-10586 dt. 05.10.2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.hp.gov.in/
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Documents
BOQ Items
Supplying, fitting and placing HYSD bar reinforcement in sub structure and super structure complete as per drawing and technical specifications clauses 1002,1005, 1010 and 1202 complete within all leads, lifts carriage of material and other incidentals.
0.97
-
-
Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 complete within all leads, lifts carriage of material and other incidentials.
1.75
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800,1205.4 and 1205.05 RCC M-25 in all height curing and form work complete within all leads, lifts carriage of material and other incidentials.
23.3
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-
Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete by all modes of transportation within all leads, lifts carriage of material and other incidentials.
56.42
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-
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification. Rubble stone laid in cement mortar 1:5 (one cement : five sand) including curing complete within all leads, lifts carriage of material and other incidentials.
4.56
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-
Construction of reinforcement cement concrete mechanically mixed and vibrated for railing of M-25 (twenty five) grade in cast-in-situ with 20 mm (twenty millimetre) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 (one in five hundred), centre-to-centre spacing between vertical posts not to exceed 2000 mm (two thousand millimetre) as per drawing and technical specifications clauses 800, 900 and 1208.3 including curing complete within all leads, lifts carriage of material and other incidentials.
14.8
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-
Drainage spouts complete as per drawing and technical specifications clauses 1209 complete within all leads, lifts carriage of material and other incidentials.
6
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-
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