Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Jun 2024
Closing Date11 Jul 2024
Tender Amount₹ 24,26,834
Costs
EMD
₹ 48,537Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance Of Pwd Roads Ie (i) Algapur Road To Sakhaibari Road (l-1.40 Km) Via Montessari School And (ii) Link Road From Montessari School Road To Barukandi Road (ch 0.00 Km To 0.250 Km) Road
Description
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Contact
Tender Id
2024_CEPWD_50176_1Bid Award Id
ViewTender No
20/EE/DD/PWD(RnB)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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iii) Brick edging laid in full brick width. Providing and laying brick edging on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
138
34826
252.36
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Tack Coat. Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface.Providing and applying tack coat using hot straight run bitumen of grade VG-30, ncluding heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On ituminous surface @ 0.50 Kg/ Sqm.
1928.25
79058
41
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Tack coat using hot straight run bitumen of grade VG-30 on W.B.M. Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm.
569.25
31423
55.2
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20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder. Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. I : By Mechanical Means. (I) Bitumen of VG-30.
2497.5
841158
336.8
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Seal Coat. Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. (A)By Manual Means. Case - IV : Type D (premix with fine sand). (I) Bitumen of VG-30.
2497.5
192557
77.1
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(2) Maintenance of Earthen shoulder (Stripping of excess soil). Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
533
10180
19.1
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Maintenance of bituminous surface road. (I) Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504.
14.06
251096
17862.7
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Road side Pucca Drains. d) U shaped drain (top clear width 600 mm, bottom clear width 600 mm and clear depth of 600 mm). i) In Ordinary Soi.
66
321215
4866.9
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Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement). R.C.C grade M 20. For nominal mix 1:2:4.
1.5
19080
12720
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Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.
2.09
195141
93234.9
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Surface Drains. Construction of unlined surface drains of average cross- sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
401
45955
114.6
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