Public Works Department Tender

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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Flood Damage Repair Of Road Brindabanghat To Tulashikhar Bazar From Ch 0.00km To in Khowai, Tripura, with an estimated contract value of Rs. 1,16,77,446. The bid opening date for this tender is 30-09-2024 and the last date for bid submission is 09-10-2024. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Department - PWD Tender

Opening Date30 Sep 2024
Closing Date9 Oct 2024
Tender Amount₹ 1,16,77,446 
Notes
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Summary

Flood Damage Repair Of Road Brindabanghat To Tulashikhar Bazar From Ch 0.00km To

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Surface Drains Construction of unlined surface drains of average crosssectional 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

240

27504

114.6

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A-Road Work

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Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 2) WBM Grading 3 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes 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

366.04

2735812

7474.1

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Road side Pucca Drains ConstructionofroadsidepuccadrainwithM10(1:3:6with jhamabrickaggregate) tospecified 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) A. Kerb & Channel drain (top clear width 600mm,bottom clear width150mm and clear depth of 200 mm) I. In ordinary soil

360

665316

1848.1

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Tack Coat using hot straight run bitumen of grade VG-30 on bitumuinous surface. (i) Providing and applying tack coatusing hot straight run bitumen of grade VG-30 including heating the bitumen, spraying gthe bitumen, cleaning and preparing the exixting road surface as per specification: On bituminous surface @0.50 kg/sqm.

10119.45

414897

41

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25mmthick Open-GradedPremix Carpetusing 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 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 - II : By Mechanical Means (I) Bitumen of VG-30

15000

6060000

404

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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 510. A By Manual Means Case - IV : Type D (premix with fine sand) (I) Bitumen (60/70 Grade) VG-30

15000

1156500

77.1

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Maintenance 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 & bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504.

6.08

69953

11513



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