Public Works Department Tender
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Costs
EMD
₹ 2,90,982Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEPWD_53412_1Tender No
73/DNIT/SE-V/AMB/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Bituminous Concrete
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of
specified grading, premixed with bituminous binder @ 5.4 Percent ofmixand filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects. Grading II i.With Viscocity Graded Bitumen of VG 30.
440
9541862
21686.05
... More
Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm / 50mm deep,450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead as per MoRT&H Technical Specification Clause 404.3.1. ( i ) 25 mm deep furrow cutting
11000
63800
5.8
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Excavation for Structures
(A)Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
Ordinary Soil
Upto 3 m depth
280
128296
458.2
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
Sand filling
14
17154
1225.3
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Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings &MoRD technical specifications Clauses 802, 803, 900, 1202 and1203. (including centering, shuttering, staging etc. but excluding reinforcement). I P.C.C grade M 10 (i) Nominal mix 1:3:6
14
142048
10146.25
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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
84
945958
11261.4
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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
92
1094920
11901.3
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IV R.C.C grade M 20 ii) For height above 5 m upto 10 m
7.36
90922
12353.5
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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings&MoRD technical specificationsClauses 1000 & 1202.
5.04
461612
91589.7
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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.
5.96
547502
91832
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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wingwall, returnwall to the full height,compacted to firm condition complete as per drawing andMoRD technical specification clause 1204.3.8.
10.8
49492
4582.6
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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.
50
19610
392.2
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Road side Pucca drain
Constructionof road side pucca drain with M10(1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) C)Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm) In Ordinary Soil
125
530056
4240.45
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Surface drain
Construction of unlined surface drains of average cross sectional area0.40sqminordinarysoil tospecified lines,grades, levels anddimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead25m)asperMoRDTechnical Specification Clause 307. (i) Surface Drains in Ordinary Soil (B) Mechanical Means
200
4380
21.9
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Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.
360
88344
245.4
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Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.
2280
105564
46.3
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