Public Works Department Tender
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Costs
EMD
₹ 1,44,108Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Urgent Flood Damage Repair Of Road From Thalcherra Bailey Bridge Approach
Description
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Contact
Tender Id
2024_CEPWD_52436_1Bid Award Id
ViewTender No
52/DNIT/SE-V/AMB/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
11.4. 800, 900 & Providing concrete for plain/reinforced concrete 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). IV R.C.C grade M 20
21
240610
11457.63
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specificationsClauses 1000 & 1202.
1.37
125098
91647.05
12.4 (800, 900, 1200) Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) V. R.C.C grade M-20 (1:2:4) (Nominal mix) i) upto 5 m height
75
905993
12079.9
ii) For height above 5 m upto 10 m
50
626605
12532.1
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.
8.13
746601
91889.35
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.
57.6
278294
4831.5
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.
21.6
8472
392.2
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)
261.23
2784636
10659.71
3.17 300 Construction of Embankment with Material deposited 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 table 300.2 and as per MoRT&H Technical Specification clauses of section 300.
1280
314112
245.4
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
100
351306
3513.06
Supplying of Mix class brick bats from brick kiln to work site by mechanical means upto 25.00 km in/c loading, unloading & stacking properly and laying /filling the same on road depression, pot holes in/c levelling, compacting by manual means & spreading blinding materials.
120
331800
2765
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
1280
314112
245.4
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