Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Construction Material
Eprocure
Opening Date7 Mar 2024
Closing Date18 Mar 2024
Tender Amount₹ 24,23,311
Costs
EMD
₹ 48,466Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Pr Of Road From Kathalia To Indhuria Via Naldhepa (l- 8.20 Km) Under The Jurisdiction Of Kathalia Pwd (rb) Sub-division
Description
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Contact
Tender Id
2024_CEPWD_48244_1Bid Award Id
ViewTender No
105/EE/SNM/PWD/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 1) WBM Grading - 2 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405. (A) By Manual Means
19.01
149418
7859.96
2) WBM Grading-3 Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405. (A) By Manual Means
113.94
899062
7890.66
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.( ii ) 50 mm deep furrow cutting
2126.25
21688
10.2
Low porosity Providing and applying primer coat with bitumen emulsion(SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD technical specification clause 5022.
1519.2
112527
74.07
Tack coat using hot straight run bitumen of grade VG30 on WBM
Providing and applying tack coat using hot straight run bitumen of grade VG30 including heating the bitumen , spraying the bitumen, cleaning and preparing the existing road surface the existing road surface as per specification on WBM @ 0.75 kg / sqm.
1519.2
84771
55.8
20 mm thick Open-Graded Premix Carpet using Bitumen(penetration 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 penetration 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-1.(i) Bitumen (60/70 Grade) VG-30. (A) By Manual Means
1519.2
557896
367.23
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 510Case-iv.Type-D(Premix with fine sand) (i) Bitumen(60/70 Grade)VG-30. A.By Manual Means
1519.2
120123
79.07
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, gradesandcross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3.
1280.25
56459
44.1
Construction of Embankment with Material Obtained from Roadway Cutting Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5. B) For Spreading within 100 m
1280.25
76303
59.6
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 centring, shuttering, etc. but excluding reinforcement). C . Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm). I. In ordinary soil.
40.25
177386
4407.11
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