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Maintenance Of Pmgsy Road Under Khowai Division During The Year 2023-24/Periodical Repair Of The Road From Hatimara To Parshurambari ( L-1.70 Km)( Link- L024 ) Under Tulasikhar Rd Block (26-Asharambari Assembly Constituency) / Sh:-Wbm-3,Carpeting, Seal C, khowai-Tripura

Public Works Department-PWD has published Maintenance Of Pmgsy Road Under Khowai Division During The Year 2023-24/Periodical Repair Of The Road From Hatimara To Parshurambari ( L-1.70 Km)( Link- L024 ) Under Tulasikhar Rd Block (26-Asharambari Assembly Constituency) / Sh:-Wbm-3,Carpeting, Seal C. Submission Date for this Tender is 28-08-2023. Road Repair Tenders in khowai Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

39019119
Maintenance Of Pmgsy Road Under Khowai Division During The Year 2023-24/Periodical Repair Of The Road From Hatimara To Parshurambari ( L-1.70 Km)( Link- L024 ) Under Tulasikhar Rd Block (26-Asharambari Assembly Constituency) / Sh:-Wbm-3,Carpeting, Seal C
Open Tender
Indian
Tripura
khowai
28-08-2023

Tender Details

Maintenance Of Pmgsy Road Under Khowai Division During The Year 2023-24 / Periodical Repair Of The Road From Hatimara To Parshurambari ( L-1.70 Km ) ( Link- L024 ) Under Tulasikhar Rd Block ( 26-Asharambari Assembly Constituency ) / Sh:-Wbm-3, Carpeting, Seal Coat Etc

Key Value

Document Fees
INR 1000 /-
EMD
INR 77670.0 /-
Tender Value
INR 38.83 Lakhs /-

BOQ Items

Name of Work: Mtc. of PMGSY road under Khowai Division during the year 2023-24/Periodical repair of the road from Hatimara to Parshurambari ( L-1.70 km)( Link- L024 ) under Tulasikhar RD Block (26-Asharambari Assembly Constituency) / SH:-WBM-3,carpeting, seal coat etc.
Sl. No. Item Description
1A-Road Work
2Removal of unsuitable soil with disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment/ subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical specification Clause 303.5.2 and as per MoRD Technical specification Clause 302.3.11
3Maintenance 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 MoRTH technical specification Clause 1903.
4Surface 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. (i) Surface Drains in Ordinary Soil (A) Manual Means
5Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate ii. WBM Grading 3 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 kNin 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
6Prime Coat i) 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- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
7Tack Coat I) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503
820 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. Case-I : By Manual Means Bitumen VG-30
9Seal 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 VG-30
10Maintenance of bituminous surface road using Jhama brick aggregate 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 B.M (using jhama brick aggregate and bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504. By Manual Means
11Construction material with material obtainedfrom borrow pits. construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to side , spreading ,gradding to required slope compacting to meet the requirementof tables 300.1 and 300.2 with a lead upto 10000m and as per Mord technical specification Clause 301.5.
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