Public Works Department Tender
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Costs
EMD
₹ 1,76,535Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Strengthening Of Road From Manikpur Bazar To Longtharai Para Under Chawmanu Assembly Constituency(l-2.20 Km)
Description
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Contact
Tender Id
2025_CEPWD_57970_1Tender No
123/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
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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.
2062.5
55
114881
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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, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: : On bituminous surface @ 0.50 Kg/Sqm.
6187.5
41
255853
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20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity 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 viscocity 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.
Case - II: By Mechanical Means
Bitumen of VG-30
8250
330
2724975
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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
8250
79
652163
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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
6187.5
5
35888
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Road side Pucca drains.
Construction of 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) Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm)
In Ordinary Soil
250
4301
1075475
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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)
I.Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching
(i)Nominal mix 1:3:6
141.75
10531
1492868
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