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 Date7 Jan 2025
Tender Amount₹ 22,78,773 
Notes
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Costs

Summary

Fdr/re-carpeting Of Road From (i) Tajel Khan House To An Road Via Kulabag S.b School (l-0.700 Km), (ii) Arabinda Palli Road (l-0.30 Km) Under Amarpur Pwd (randb) Sub-division -i / Sh- Patch Wbm, Patch Grouting,re-carpeting, Sand Seal Coating, Surfac

Description

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Water Bound Macadam Sub-base/base:-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 405.2) WBM Grading -3,B) By Mechanical Means

26.74

7474

199857.43

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Prime 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.

3270

73

240181.5

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Tack coat:-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

3270

23

76191

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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 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,(I) Bitumen of VG-30

3270

322

1052940

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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 of VG-30

3270

77

252117

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(i) Surface Drains in Soil:-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.

330

114

37818

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Gunny bags:-Providing and placing gunny / polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.

405

45

18427.5

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Bats filling:-Collection and supplying of un-class bats in/c carrying loading unloading stacking properly and laying the same in road depressions and stretches in/c spreading of blinding materials and to make it good to proper grade and camber in/c consolidation with wooden or steel hammer as per direction of the Engineer-in-Charge.

3.66

2203

8054.17

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Seal coat on old bituminous road surface:-Sand seal coat on old bituminous road surface by applying Viscosity Graded (VG-30) bitumen @ 1 00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @0.06 cum/10 sqm complete as per specification and direction of the Engg.-in-Charge.

300

98

29670



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