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Tender For Periodical Renewal Of Pmgsy Handed Over Road From Aa Road To West Karamcherra(20 Card)(Link No-040)(L-0.880 Km) Under Suvarna Jayanti Tripura Nirman Yojona Scheme During The Year 2023-24, Dhalai-Tripura

Public Works Department-PWD has published Tender For Periodical Renewal Of Pmgsy Handed Over Road From Aa Road To West Karamcherra(20 Card)(Link No-040)(L-0.880 Km) Under Suvarna Jayanti Tripura Nirman Yojona Scheme During The Year 2023-24. Submission Date for this Tender is 21-09-2023. Road Work Tenders in Dhalai Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

39667206
Tender For Periodical Renewal Of Pmgsy Handed Over Road From Aa Road To West Karamcherra(20 Card)(Link No-040)(L-0.880 Km) Under Suvarna Jayanti Tripura Nirman Yojona Scheme During The Year 2023-24
Open Tender
Indian
Tripura
Dhalai
21-09-2023

Tender Details

Periodical Renewal Of Pmgsy Handed Over Road From Aa Road To West Karamcherra ( 20 Card ) ( Link No-040 ) ( L-0.880 Km ) Under Suvarna Jayanti Tripura Nirman Yojona Scheme During The Year 2023-24 Recarpeting, Grouting, Drainage Works Etc.

Key Value

Document Fees
INR 1000 /-
EMD
INR 46590.0 /-
Tender Value
INR 23.29 Lakhs /-

BOQ Items

Name of Work:Periodical Renewal of PMGSY handed over road from AA road to West Karamcherra(20 card) (Link No 040)(L= 0.880 km) under Suvarna Jayanti Tripura Nirman Yojona Scheme during the year 2023-24/SH:- Re-carpeting, Grouting, Drainage work,etc.
Sl. No. Item Description
1Scarifying Existing Granular Surface to a Depth of 50 mm by manual means Scarifying Existing Granular Surface by manual means to a Depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 m as per MoRT&H Technical Specification clauses of section 300. sqm.
2Tack Coat Providing and applyingtack coat using hot stright run bitumen of grade (VG- 30) in/c heating the bitum en, spraying the bitumen cleaning and preparing the existing road surface as per specification on Bituminous surface @ 0.50 kg/sqm.
325 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 25 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 - IIBy Mechanical Means(I) Bitumen of VG-30
4Seal 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 (60/70 grade)VG-30
53) 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 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.
6Surface DrainsConstruction 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
7Road 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) C. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm)(I) In Ordinary Soil
8Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803.
9Providing and Fixing "Citizens" Information Board" of the Project(with CC structure) Providing and fixing of typical Citizens" Information board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of structure will be painted with primer and two coats of epoxy paint as per drawing and MoRD technical specification Clause 1701 and Annexure 1700. 1 Board "A"
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