PROVIDING AND LAYING OF SURFACING AND RESURFACING WORKS PART I SURFACING - HELIPAD AT SADHEWALA PART II SURFACING HELIPAD AT PITHEWALA PART III RESURFACING HELIPAD AT LONGEWLA ALL AS SPECIFIED UNDER 95 RCC 45 TF P CHETAK IN THE STATE OF RAJASTHAN

Amount

PART : I (SURFACING) - HELIPAD AT SIDHEWALA

Providing, Laying, Spreading and Compacting graded stone aggregate Grading - I as per Table- 400-1 of MORTH Specifications for Road & Bridge Works (Fifth Revision) Granular Sub Base (GSB) 100 mm thick (compacted) (with Stone Aggregate) including supply of material, spreading in layers watering and compaction all complete at Sidhewala Helipad under 95 RCC/45 BRTF Project Chetak in the State of Rajathan. 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 - I as per Table- 400-1 of MORTH Specifications for Road & Bridge Works (Fifth Revision) Granular Sub Base (GSB) 150 mm thick (compacted) (with Stone Aggregate) including supply of material, spreading in layers watering and compaction all complete at Sidhewala Helipad under 95 RCC/45 BRTF Project Chetak in the State of Rajathan. 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 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 at Sidhewala Helipad under 95 RCC/45 BRTF Project Chetak in the State of Rajathan. 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 at Sidhewala Helipad under 95 RCC/45 BRTF Project Chetak in the State of Rajathan. 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 at Sidhewala Helipad under 95 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.

Providing and Laying 4.00 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 at Sidhewala Helipad under 95 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.

PART : II (SURFACING) - HELIPAD AT PITHEWALA

Providing, Laying, Spreading and Compacting graded stone aggregate Grading - I as per Table- 400-1 of MORTH Specifications for Road & Bridge Works (Fifth Revision) Granular Sub Base (GSB) 150 mm thick (compacted) including supply of material, spreading in layers watering and compaction all complete at Sidhewala Helipad under 95 RCC/45 BRTF Project Chetak in the State of Rajathan. 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 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 at Pithewala Helipad under 95 RCC/45 BRTF Project Chetak in the State of Rajathan. 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 at Pithewala Helipad under 95 RCC/45 BRTF Project Chetak in the State of Rajathan. 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 at Pithewala Helipad under 95 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.

PART : III (RESURFACING) - HELIPAD AT LONGEWALA

Execution of resurfacing works by providing and laying 3.00 cm thick Bituminous Concrete (BC) 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 VG-30 by weight of total mix and 2% cement/ lime by weight of total aggregate (for filler) all as specified in clause 507 of MoRT&H specifications for road and brige work (Fifth revision) including cleaning of road surface, applying tack coat, laying by paver finisher, rolling and compaction to specified consolidated thickness for resurfacing works and correction works with BC material at Longewala Helipad under 95 RCC/45 BRTF Project Chetak in the State of Rajathan. All as specified in special conditions and particular specifications and as directed by Engineer-In- Charge/OC Contract.

BRIJ CONSTRUCTION AND ENGINEERS

M/s Prabhu Dan Detha and Company