Public Works Department Tender
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Costs
EMD
₹ 48,419Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Urgent Flood Damage Repair Of Road From Manikpur To Thuiyachandra
Description
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Contact
Tender Id
2024_CEPWD_53275_1Bid Award Id
ViewTender No
19/EE/LTV/PWD(RnB)/M/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
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Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement) Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching I. P.C.C grade M10 (ii) Nominal mix 1:3:6 (Hand mixing)
35
373090
10659.71
... More
11.9 (800, 900 & 1200) Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement) I) P.C.C grade M 10 (using jhama brick aggregate) (i) Nominal mix 1:3:6
27.95
327444
11715.36
... More
ii) For height above 5 m upto 10 m
55.9
679445
12154.66
... More
12.5 (1000 & 1200) Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.
4.85
445296
91889.35
... More
Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.
8.64
41744
4831.5
... More
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.
12
4706
392.2
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3.16 Road side Pucca Drains307 &1606Construction of road side pucca drain with M10 (1:3:6 withjhama brick aggregate) to specified lines, grades, levelsand dimensions as per approved design and MoRDTechnical Specification Clause 307, 1606. Excavatedmaterial to be used in embankment at site. (includingcentering, shuttering, etc. but excluding reinforcement) B. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)
I. In Ordinary Soil
50
175653
3513.06
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3.3 (301.5) Construction of Embankment with Material Obtained from Roadway Cutting Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5. A. For spreading beyond 100 m
1257.78
308659
245.4
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