Public Works Department-PWD has published Maintenance Of Road From Bishalgarh - Durganagr - Veluarchar Road To Tebaria ( Upto Bailey Bridge ) ( L - 1 . 50 Km ) During The Year 2020-21 Sh- Grouting , Patch Metalling , Patch Carpeting Etc . . Submission Date for this Tender is 05-05-2020. Road Work Tenders in BDV road to Tebaria Tripura. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 30-Mar-2020 | Extension of Date | Date | 23-04-2020 |
| 2 | 17-Apr-2020 | Extension of date | Date | 05-05-2020 |
| Name of Work: Maintenance of road from Bishalgarh - Durganagr - Veluarchar road to Tebaria (Upto Bailey Bridge) (L - 1.50 Km) during the year 2020-21/ SH: Grouting, patch metalling, patch carpeting etc. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Flat brick soling\nProviding and laying flat brick soling layer 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 | BI01010001010000000000000515BI0100001123 | 30 | Sqm |
| 2 | 2 | Patch repairing/ Maintenance of bituminous surface road using Jhama brick aggregate & Viscocity Graded bitumen (VG-30)\nRepairing pot-holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50 m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with with jhama chips using bitumen of VG-30 @ 54 kg per m3 of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/ sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engineer-in-Charge and all as per MoRD technical specification Clauses 1900, 502, 503 and 504. | BI01010001010000000000000515BI0100001124 | 30 | Cum |
| 3 | 3 | WBM Grading - 3:\nProviding, 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- 3 as per MoRD Technical Specification Clause 405.\na) By Manual Means | BI01010001010000000000000515BI0100001125 | 5 | Cum |
| 4 | 4 | Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.\nProviding 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. | BI01010001010000000000000515BI0100001126 | 70 | Sqm |
| 5 | 5 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface\nProviding 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. | BI01010001010000000000000515BI0100001127 | 1500 | Sqm |
| 6 | 6 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder\nProviding, 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\nMoRD Technical Specification Clause 508.\nCase - I: By Manual Means\n(I) Bitumen of VG-30 | BI01010001010000000000000515BI0100001128 | 1570 | Sqm |
| 7 | 7 | 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.\nA) By Manual means\ni) Case - IV : Type D (premix with fine sand)\na) Bitumen of VG-30 | BI01010001010000000000000515BI0100001129 | 1770 | Cum |
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