Muhammad Wasim Akram Shah

PROJECT NAME ENGINEER COST ESTIMATE (A) SPECIAL REPAIR WORKS Item No. Engineer,s Cost Estimate MRS 2020 DESCRIPTION Unit Rate (Rs) Orignal QTY Revised QTY Orignal Amount (Rs.) Diff Revised Amount (Rs.) Diff In Amount (Rs.) BILL NO 01 ROAD WORKS 03-62 Clearing and Grubbing by mechanical means m2 15.00 11,557.50 15,580.00 4,022.50 173,362.50 233,700.00 60,337.50 03-65 Compaction of Natural Ground m2 14.00 11,557.50 15,580.00 4,022.50 161,805.00 218,120.00 56,315.00 Roadway Excavation in surplus/Unsuitable common m3 Material 400.00 15,000.00 15,000.00 6,000,000.00 6,000,000.00 Roadway Excavation in surplus/Unsuitable ( Medium) Material requiring Blasting m3 650.46 37,500.00 37,500.00 24,392,250.00 24,392,250.00 m3 45.00 100,000.00 52,500.00 (47,500.00) 4,500,000.00 2,362,500.00 (2,137,500.00) 28.50 100,000.00 52,500.00 (47,500.00) 2,850,000.00 1,496,250.00 (1,353,750.00) 44.40 2,000.00 9,750.00 7,750.00 88,800.00 432,900.00 344,100.00 03-66-a NON BOQ 03-66-c NON BOQ 03-16-b Rehandling of earthwork upto a lead of 25 m. Rock Transportation of earth all types for every 100m extra m3 lead beyond 500m upto 1.5 km. Subgrade Preparation In Earth Cut ; Mod. AASHTO 03-71-a m2 95% 03-20-b 16-68-b Cold Milling of asphalt concrete 31-50 mm m2 50.30 28,060.00 136,400.00 108,340.00 1,411,418.00 6,860,920.00 5,449,502.00 16-68-a Cold Milling of asphalt concrete 0-30 mm m2 60.00 14,030.00 136,400.00 122,370.00 841,800.00 8,184,000.00 7,342,200.00 16-68-b Cold Milling of asphalt concrete 31-50 mm m2 48.30 14,030.00 14,030.00 677,649.00 677,649.00 16-68-c Cold Milling of asphalt concrete 51-70 mm m2 46.50 14,030.00 6,634.00 (7,396.00) 652,395.00 308,481.00 (343,914.00) 16-59-a Deep Patching (0-15 Cm) m2 230.60 4,600.00 4,570.00 (30.00) 1,060,760.00 1,053,842.00 (6,918.00) 16-59-b Deep Patching (15-30 Cm) m2 200.50 4,600.00 4,570.00 (30.00) 922,300.00 916,285.00 (6,015.00) 16-05-a Aggregate Base Course m3 2,730.50 1,250.00 5,152.20 3,902.20 3,413,125.00 14,068,082.10 10,654,957.10 16-09-a Bitumenous Prime Coat m2 170.12 36,984.00 20,894.00 (16,090.00) 6,291,718.08 3,554,487.28 (2,737,230.80) 92,410.00 3,312.00 3,665.00 306,061,920.00 338,682,650.00 Class A1 concrete in reinforcement/non reinforcement concrete structure with minimum cylinder compressive 06-48-a strength 3000 psi on 28 days other than concrete in m3 water and piles with consistency range in slump 25-75 mm with water cement ratio 0.58 - 353.00 - 32,620,730.00 PROJECT NAME ENGINEER COST ESTIMATE (A) SPECIAL REPAIR WORKS Cutting of Asphalt Edge Up to 2" Through Asphalt NSI-6 m Item Cutter DESCRIPTION Unit No. 16-09-b Bitumenous Tack Coat m2 23.50 9,200.00 9,200.00 40.30 203,085.00 163,680.00 Engineer,s Cost216,200.00 Estimate - - 8,184,325.50 6,596,304.00 (1,588,021.50) 25,273,152.00 31,164,672.00 5,891,520.00 173,959,400.00 137,900,400.00 (36,059,000.00) Sub Total: 536,740,130.08 585,319,692.38 Add 08% of Cost Area Factor: 42,939,210.41 46,825,575.39 Total: 579,679,340.49 632,145,267.77 16-14-a Asphaltic Base Course (Asphalt Batch Plant Hot Mixed) m3 i/c Transportation and Finishing complete 16,320.00 1,548.60 1,909.60 16-14-b Asphaltic Wearing Course (Asphalt Batch Plant Hot m3 Mixed) i/c Transportation and Finishing complete 16,850.00 10,324.00 8,184.00 (39,405.00) 216,200.00 361.00 (2,140.00)