Selected borrow for topping case 1
WebStudy with Quizlet and memorize flashcards containing terms like 100. Clearing and Grubbing, 100. Clearing and Grubbing (Minimum test requirements), 101. Removal of Structures and Obstruction (MTR) and more. Web1.00 10.00 680.00 951.00 492.00 973.00 Unit cost (Peso) 637.06 770.62 59.88 63.12 AMOUNT 453, 145.00 2, 171 ,540.40 Page I of 4 The calculated unit bid prices: ITEM NO. / DESCRIPTION EARTHWORKS 801(1) Removal of Structures and Obstructions Selected Borrow for Topping, Case 1 804(2)b Selected Borrow for Topping, Case 2 OTHER …
Selected borrow for topping case 1
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WebNov 26, 2015 · The contractor shall maintain the vehicle in first class condition and shall be supplied with appropriate fuel and lubricants al all times He shall provide equivalent substitute vehicles during any period when the specified vehicles are taken out of service for maintenance, repair or any other reason. WebSoil Compaction Handbook - Multiquip Inc
Webborrow is used for backfill in areas where unsuitable material is present or peat excavation has been conducted, the B borrow is cross-sectioned and the volume is computed by the … Web104 (2) Selected Borrow for topping, Case 1 Cubic meter 208 Aggregate Stockpile (average end area method) Cubic meter 104 (3) Selected Borrow for topping, Case 2 Cubic meter 104 (4) Earth Berm Meter * Includes compaction PART E – SURFACE COURSE * Includes compaction 105 Subgrade Preparation 300 Aggregate Surface Course Cubic meter
WebDimensions, lines and levels shall be set out and checked with respect to permanent reference lines and permanent bench mark. 22110044.. W WO OR RK KM MA AN NS SH HIIP P 2104.1. Preparation of Foundations Excavation for laying the foundation shall be carried out in accordance with Section 300 of these specifications. Webpaid for as B borrow or structure backfill, respectively. If topsoil, loam, or other suitable material in accordance with Section 211.05 is used for expediting the growth of seed or sod, this material is paid for at the contract unit price per cubic yard for borrow, or for salvaged stockpiled selected materials as shown on the Schedule of Pay
WebI.R. (Railing, Sidewalks, Wingwalls) 104 Selected Borrow for Topping, Case 1 46.11 cu.m. -- -- GPC (Test included in GPC (Test included in part c item 104(2), part c item 104(2) , D-6 D-6 400(17)a Conc. Pile Cast in Drilled ...
Web104(1) Selected Borrow for Topping Case-I (Side Borrow) cu.m. 167.95 404 405(1) Structural Concrete Class A cu.m. 65.49 505(5) Grouted Riprap, Class A cu.m. 14.85 SPL-5 Gravel Blanket cu.m. 14.80 ACCESS ROAD (200 m gravelling) 104(2) 2024/bac-twgibj Republic of the Philippines Province of South Cotabato BIDS AND AWARDS COMMITTEE … diamond diastar swiss watchWebSelected Borrow (w/ 25% Shrinkage Factor) cu.m. 1.25 420.00 525.00 Sub - Total for F 525.00 G. Direct Unit Cost (E + F) 608.57 H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 54.77 I. Contractor's Profit (CP) 8% of G 48.69 J. Value Added Tax (VAT) 12% of (G + H + I) 85.44 K. Total Unit Cost (G + H + I + J) 797.47 diamond diary gameWebNov 17, 2024 · 1043a selected borrow for topping case 1 2000 cum School San Isidro College - Malaybalay City, Bukidnon Course Title ACCOUNTING 01 Uploaded By … circuitpython machine learningWebThe maximum plastic limit for selected borrow toppings 6% Soil is considered unsuitable material when the liquid limit and plastic limit exceeds 80% and 55% respectively Soil is … diamond dick\u0027s cowboy townWebMar 11, 2024 · Tender For 40 loads Item 104 (3)a Selected Borrow for topping, Case 1 (Limestone) - Temporary Patching of Potholes (Asphalt, Concrete Pavement & Gravel Road Gaps) along National Primary and S View Tender Detail : 388117230309: 09-Mar-2024: 24-Mar-2024: India / KARNATAKA: INR 1591000 ... circuitpython main.pyWeb1.00 6.65 1.00 305.29 68.12 730.98 5.00 2.00 5.00 1.00 665 1.00 260.94 68.12 651.33 Each MO M3 M3 M3 M3 Part B B.8(1) B.7(1) 8.9 Part A 101(1) 102(2) Other General R uirements Traffic Mana ement Project Billboard/Signbo ard Occupational Safety and Health P ram Mobilization/De mobilization Earthwork Removal of Concrete Bridge Structures (Sidewalk, diamond died whenWeb1) Storm Surge Protection: Heightened Road and Tide Embankment, Section 5 Phase 5, Station 3+700.00 - Station 4+060.00 San Palo Le e OTHER GENERAL RE UIREMENTS 1.00 2.00 16.00 16.00 1.00 1.00 16.00 561 786.99 737 593.60 Page 1 of 5 Each Mo. Mo. p.s. MO. 8.7 8.9 8.11 1 B.14 Construction Survey and Staking Pro.ect Billboard / Si nboard circuitpython map