Tender For Renewal Of Pmgsy Handed Over Road (Link No T 05) From Kirtaniabari To Kalamkhet(Ch 0.00Km To 3.30Km)(Total Periodical Renewal Length 3.30Km) Under The Jurisdiction Of Sonamura Sub-Division, Pwd(R&B) During The Year 2025-26 S.H.- Patch Meta, Sonamura-Tripura
TDR : 55525486
Tender Notice
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Sonamura
Tripura
Tender For Renewal Of Pmgsy Handed Over Road (Link No T 05) From Kirtaniabari To Kalamkhet(Ch 0.00Km To 3.30Km)(Total periodical renewal Length 3.30Km) Under The Jurisdiction Of Sonamura Sub-Division, Pwd(R&B) During The Year 2025-26 S.H.- Patch Meta
Name of Work:- Renewal of PMGSY handed over road (Link No T 05) from Kirtaniabari to Kalamkhet(Ch 0.00KM to 3.30KM)(Total PR Length 3.30KM) under the jurisdiction of Sonamura Sub-Division, PWD(R&B) during the year 2025-26 S.H.- Patch metaling, Grouting, Carpeting with Seal coat & other allied works.[Job No.-TP/COM/94/ 2025-26 ]
Sl. No.
Item Description
1
Maintenance of Earthen shoulder (Stripping ofexcess soil). Stripping excess soil from the shoulder surface toachieve the approved level and compacting withplate compactor at OMC as per drawing and MoRDtechnical specification Clause 1903.
2
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate. WBM Grading - 2. Providing, laying, spreading and compacting jhamabrick aggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing rolling with threewheel roller 80-100 kN in stages to proper gradeand camber, applying and brooming bindingmaterials to fill up the interstices of coarseaggregate, watering and compacting to the requireddensity Grading- 2 as per MoRD TechnicalSpecification Clause 405. A) By Manual Means
3
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate. WBM Grading -3. Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness,hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying andbrooming binding materials to fill up the interstices ofcoarse aggregate, watering and compacting to therequired density Grading- 3 as per MoRD TechnicalSpecification Clause 405. A) By Manual Means
4
Patch repairing/ Maintenance of bituminous surface road using Jhama brick aggregate & Viscosity Graded bitumen (VG-30)Repairing 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.
5
Prime Coat(i) Low porosity Providing and applying primer coat with bitumenemulsion (SS-1) on prepared surface of granularbase including cleaning of road surface andspraying primer at the rate of 0.70- 1.00 kg/sqmusing mechanical means as per MoRD TechnicalSpecification Clause 502.
6
Tack Coat. Providing and applying tack coat with bitumenemulsion (RS-1) using emulsion distributor at therate of 0.25 to 0.30 kg per sqm on the preparedgranular surface treated with primer & cleaned withHydraulic broom as per MoRD TechnicalSpecification Clause 503.
7
Tack Coat. Providing and applying tack coat with bitumenemulsion (RS-1) using emulsion distributor at therate of 0.20 to 0.25 kg per sqm on the preparedbituminous surface cleaned with Hydraulic broom asper MoRD Technical Specification Clause 503.
8
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 oremulsion to required line, grade and level to serve aswearing 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
9
Seal Coat. Providing and laying seal coat sealing the voids in abituminous 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 Please Enable Macros to View BoQ information
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