Jalan Lingkungan Bandar Udara Muara Bungo sepanjang 1,2 km, oleh karena itu dalam proses pengerjaan proyek tersebut digunakan beberapa alat berat untuk mempermudah dan mempercepat proses pengerjaannya. Adapun obyek dan subjek yang diteliti berupa alat berat Motor Grader, Vibratory Roller, Asphalt Sprayer, Asphalt Finisher, Tandem Roller, dan Pneumatic Tire Roller pada Proyek Pembuatan Jalan Lingkungan Bandar Udara Muara Bungo, untuk pekerjaan flexible pavement menggunakan material asphalt threated base sebanyak 288 ton dengan prime coat sebanyak 288 liter. Dari data dan hasil perhitungan yang diperoleh, maka hasil yang di dapat untuk Analisis produktivitas alat berat serta waktu dan biaya pada pekerjaan STA 0+300 – STA 0+800 Proyek Pembuatan Jalan Lingkungan Bandar Udara Muara Bungo pada pekerjaan Lapisan Sub Base produktivitas alat berat Motor Grader 910 �3/���, Vibratory Roller 813,4 �3/���. Untuk pekerjaan Lapisan Base Course produktivitas alat berat Motor Grader 520 �3/���, Vibratorry Roller 464,8 �3/���. Untuk pekerjaan Pengaspalan alat berat Asphalt Sprayer 1660 �3/���, Asphalt Finisher 498 �3/���, pekerjaan pemadatan awal menggunakan alat berat Tandem Roller 124,5 �3/���, pekerjaan pemadatan skunder menggunakan alat berat Pneumatic Tire Roller 138,33 �3/���, pekerjaan pemadatan akhir menggunakan alat Tandem Roller 124,5 �3/���. Untuk durasi Alat Berat Motor Grader 16 jam waktu kerja, Vibratory Roller 16 jam waktu kerja, Asphalt Sprayer 2 jam waktu kerja, Asphalt Finisher 5 jam waktu kerja, Tandem Roller 4 jam waktu kerja, Pneumatic Tire Roller 2 jam waktu kerja. Untuk biaya pemakaian alat berat serta biaya material yang digunakan Motor Grader Rp. 6.039.488, Vibratory Roller Rp. 5.869.296, Asphalt Sprayer Rp. 900.000, Asphalt Finisher Rp.4.353.895, Tandem Roller 1.717.356, Pneumatic Tire Roller Rp. 770.896, material aspal ATB dan Prime Coat Rp.397.642.46, material sirtu Rp.108.962.700, Material Kelas A Rp.144.104.400.

The Muara Bungo Airport Environmental Road is 1.2 km long, therefore, in the process of working on the project, several heavy equipment were used to simplify and speed up the process. The objects and subjects studied were heavy equipment Motor Graders, Vibratory Rollers, Asphalt Sprayers, Asphalt Finishers, Tandem Rollers, and Pneumatic Tire Rollers in the Muara Bungo Airport Environmental Road Construction Project, for flexible pavement work using 288 tons of threated asphalt material. with a prime coat of 288 liters. From the data and calculation results obtained, the results obtained are for analysis of heavy equipment productivity as well as time and cost on the work of STA 0+300 – STA 0+800 Project for Environmental Road Construction at Muara Bungo Airport on Sub Base Layer work for heavy equipment productivity Motor Grader 910 � �3/ℎ���, Vibratory Roller 813.4 �3/ℎ���. For Base Course Coating work, machine productivity is Motor Grader 520 �3/ℎ���, Vibratorry Roller 464.8 �3/ℎ���. For asphalt work, heavy equipment Asphalt Sprayer 1660 �3/ℎ���, Asphalt Finisher 498 � �3/ℎ���, initial compaction work using heavy equipment Tandem Roller 124.5 � �3/ℎ���, secondary compaction work using heavy equipment Pneumatic Tire Roller 138 ,33�3/ℎ���, final compaction work using the Tandem Roller 124.5 �3/ℎ���. For the duration of Heavy Equipment Motor Grader 16 hours working time, Vibratory Roller 16 hours working time, Asphalt Sprayer 2 hours working time, Asphalt Finisher 5 hours working time, Tandem Roller 4 hours working time, Pneumatic Tire Roller 2 hours working time. For the cost of using heavy equipment and the cost of materials used by the Motor Grader, Rp. 6,039,488, Vibratory Roller Rp. 5,869,296, Asphalt Sprayer Rp. 900,000, Asphalt Finisher Rp.4,353,895, Tandem Roller 1,717,356, Pneumatic Tire Roller Rp. 770,896, ATB asphalt material and Prime Coat Rp.397,642.46, sirtu material Rp.108,962,700, Class A material Rp.144,104,400.