Public Works Department Tender
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Costs
EMD
₹ 2,91,014Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Strengthening Of Road From Chailengta To Chawmanu Under Chawmanu Assembly Constituency(l-2.30 Km)
Description
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Contact
Tender Id
2025_CEPWD_57599_1Tender No
117/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.
506
21686
10973141
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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
12650
5
73370
... More
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
84
458
38489
... More
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
Sand filling
4.2
1225
5146
... More
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
4.2
10146
42614
... More
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
25.2
11261
283787
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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
27.6
11901
328476
... More
IV R.C.C grade M 20 ii) For height above 5 m upto 10 m
2.21
12353
27301
... More
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings&MoRD technical specificationsClauses 1000 & 1202.
1.51
91589
138484
... More
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.
1.79
91832
164287
... More
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
4582
49492
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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
392
19610
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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
380
4240
1611371
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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
250
21
5475
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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.
114.75
245
28160
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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.
5520
46
255576
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