Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date31 Dec 2024
Closing SoonCancelled
Tender Amount₹ 24,22,419 
Notes
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Costs

Summary

Fdr / Repairing Of Different Roads Under The Jurisdiction Of Karbook Sub-divisional Area During The Year 2024 -25. / Sh- Flat Brick Soling, Wbm, Re-carpeting, Sand Seal Coating Etc. Group - I( 2nd Call)

Description

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WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thicKNess, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 2' as per MoRD Technical Specification Clause 405.(A)By manual Means(Jhama brick aggregate)

18.75

7920

148505.25

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Water Bound Macadam Sub - Base / Base using Jhama Brick Aggregate .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. By Manual Means.

18.75

7958

149221.5

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Tack Coat (iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.

2625

19

50400

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25 mm thick Open-Graded Premix Carpet using Bituminous (viscocity 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 - II: By Manual Means (I) Bitumen of VG-30

2625

404

1060500

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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)

2625

78

207348.75

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Surface Drains Construction of unline surface drains of average cross-sectional area 0.40 sqm. In ordinary soil to specified lines, grades, levels and dimensions. Excavated materials to be used in embankment with a lift upto 3m lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. Surface Drains in ordinary Soil, By Manual Means

1200

114

137520

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Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.

450

245

110430

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Providing and placing gunny / polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minimum Qty. of 0.034 Cum.) and properly manually stitched to avoid any leakage of sand as per specification.

6800

45

309400



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