RETENDER IInd CALL FOR PROVIDING AND LAYING WMM 10CM WMM 7.50 CM DBM 6CM AND AC 4CM THICK FOR SURFACING WORKS AND CENTRE LINE AND EDGE LINE MARKING FROM KM 0.00 TO 30 ON RD SRIMOHANGARH-HADA BRIDGE UNDER 96 RCC 45TF PROJECT CHETAK IN RAJASTHAN STATE

Amount

Item of Work-

Providing, Laying, Spreading and Compacting graded stone aggregate grading as per Table 400-13 and satisfying the physical requirement as per Table 400-12 of MORTH Specifications for Road & Bridge Works (Fifth Revision) for Wet Mix Macadam 10.00 cm thick compacted including premixing the materials with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding for surfacing works from Km 0.00 to 30.00 on Road Srimohangarh-Hada Bridge under 96 RCC/ 45 BRTF (P) Chetak in the state of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer in Charge / OC Contract.

Providing, Laying, Spreading and Compacting graded stone aggregate grading as per Table 400-13 and satisfying the physical requirement as per Table 400-12 of MORTH Specifications for Road & Bridge Works (Fifth Revision) for Wet Mix Macadam 7.50 cm thick compacted including premixing the materials with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding for surfacing works from Km 0.00 to 30.00 on Road Srimohangarh-Hada Bridge under 96 RCC/ 45 BRTF (P) Chetak in the state of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer in Charge / OC Contract.

Providing and Laying 6.00 cm thick (compacted) Dense Bituminous Macadam layer with HMP mix precoated stone aggregate physical requirement / grading / mix composition requirement as per Table 500-8/9/10 of MORTH Specifications for Road & Bridge Works (Fifth Revision) respectively with minimum 4.50% binder asphalt 60/70 or VG-30 by weight of total mix all as specified in Clause 505 of MORT&H specifications for road & bridge works (Fifth revision) including cleaning of road surface,applying of prime and tack coat, laying by paver finisher, rolling and compacting to specified consolidated thickness for surfacing works from Km 0.00 to 30.00 on Road Srimohangarh-Hada Bridge under 96 RCC/ 45 BRTF (P) Chetak in the state of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer in Charge / OC Contract.

Providing and Laying 3.00 cm thick BC (Bituminous Concrete) layer with HMP mix, precoated stone chips having physical requirement / grading / mix composition requirements as per Table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt 60/70 or VG-30 by weight of total mix and 2% cement/ lime by weight of total aggregate (for filler) all as specified in clause 505.2.4 of MORT&H specifications for road and brige work (Fifth revision) including cleaning of raod surface, applying tack coat, laying by paver finisher, rolling and compaction to specified compacted thickness for surfacing works from Km 0.00 to 30.00 on Road Srimohangarh-Hada Bridge under 96 RCC/ 45 BRTF (P) Chetak in the state of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer in Charge/OC Contract.

Road marking of Center line and edge lines with Hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORTH specifications for road and bridge works (Fifth revision) including preparation of surface and application from Km 0.00 to 30.00 on Road Srimohangarh-Hada Bridge under 96 RCC/ 45 BRTF (P) Chetak in the state of Rajasthan. All as specified in special conditions and particular specifications and as directed by Engineer in Charge / OC Contract.

BRIJ CONSTRUCTION AND ENGINEERS

JORARAM CONSTRUCTION

Pawansut Infra Projects Pvt. Ltd.