Public Works Department Tender
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Costs
EMD
₹ 90,567Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Ordinary Repair Of Nh-8 In Between The Ch.385.80km To Ch. 398.55km During The Year 2019-20. Sh Construction Of Rcc Retaining Walls At Ch.385.80 Km, 386.60 Km And 398.55 Km, Landslide Clearance, Hill Side Drain Clearance, 2nd Call.
Description
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Contact
Tender Id
2019_CEPWD_6164_1Bid Award Id
ViewTender No
6/EE/NHDIV/PWDNH/KGT/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
... More
Plain / Reinforced cement concrete in open foundation as per drawings& MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement). (C ) RCC Grade M20 Case-I: Using concrete mixer
210.26
-
9621.4
... More
Supplying, fitting and placing un-coated Twisted steel / deformed barsreinforcement in foundation complete as per drawing and MoRT&Htechnical specifications Clauses 1600.
23.13
-
76395.7
... More
Plain/reinforced cement concrete insubstructure complete including formwork as per drawings & MoRT&H technical specification Clauses1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) E) RCC Grade M20 (ii) Height 5m to 10m
Case-I: Using concrete Mixer
205.8
-
10546.6
... More
Supplying, fitting and placing un-coated Twisted steel / deformed bars reinforcement in substructure complete as per drawing and MoRT&H technical specifications Clauses 1600, 2200
20.58
-
76547.5
... More
Providing & laying filter media with jhama brick 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 MoRT&H technical specification clause 2504.2.2.
212.4
-
3049.3
... More
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm diaAC pipe or PVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extendingthrough the full width of the structures with slope of 1(V):20(H) towardsdrawing face complete as per drawing and MoRT&H technicalspecification clauses 2706, 2200.
354
-
266
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Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained fromborrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and300.2 with a lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.
569.7
-
168.7
... More
Providing and placing gunny/ polethene (of minimum wall thickness of 500 micron) bags filled with sand (of minimum qty of 0.034 cum) and properly manually stitches to avoid any leakage of sand as per specification.
5000
-
22.2
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Cement concrete blocks (size 0.5 x 0.5 x 0.5 m)
Providing and laying of apron with cement concrete blocks of size 0.5 x0.5 x 0.5 m cast in-situ and made with nominal mix of M 15 gradecement concrete with a minimum cement content of 250 kg/cum as perIRC: 21-2000 as per drawings & MoRT&H technicalspecifications
Clauses 2503.
12.5
-
7506.7
... More
Hill Side Drain Clearance
Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause
3000.
300
-
37.3
... More
Land Slide Clearance in soil
Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side as per MoRT&H technical specification Clause 3000
6750
-
31.7
... More
Surface Drains in Ordinary Soil
Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions as per MoRT&H Technical Specification clauses of section300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m).
300
-
71.8
... More
Maintenance of Earthen Shoulder (filling with fresh selected soil)
Making up loss of material / irregularities on shoulders to the designlevel by adding fresh approved selected soil and compacting it with
appropriate equipment at OMC upto a lead of 1000 m as per MoRT&Htechnical specification Clause 3003.
300
-
51.8
... More
Maintenance of Earth Shoulder (stripping excess soil)
Stripping excess soil from the shoulder surface to achieve the approvedlevel and compacting with plate compactor at OMC as per drawing andMoRT&H technical specification Clause 3003.
120
-
15.5
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