Pramod Pandagre

Pramod Pandagre

$15/hr
Estimator
Reply rate:
100.0%
Availability:
Hourly ($/hour)
Location:
Betul, Madhya Pradesh, India
Experience:
2 years
RESUME CONTACT NAME: Pramod pandagre EMAIL:-PHONE:-(India),-( Whatsapp Number ) ADDRESS: Near Air Force Station Amla, Dist-Betul, Madhya Pradesh (India) OBJECTIVE  Seeking for a challenging position as a Civil Engineer/Senior Estimator, where I can use my planning, designing andoverseeing skills in construction and help grow the company to achieve its goals. EXPERIENCE:  2 year’s pf experience as an Estimator  Company Name: Freelancer Estimator  From- 02/01/2019 to 05/18/2021  Number Of Project done in 2 years’: Approximate 350 (all UK and USA Projects) DESCRIPTION OF MY WORK:  I have done the estimates and quantity-takeoffs for all USA and UK based general contractors , subcontractors and owners. I am able to work on all 16 CSI DEVISION , plumbing, mechanical, Structure , masonry, Concrete, finishes.  Having 2 year of experience as a Freelancer Estimator for multiple clients from UK and USA. KEY SKILLS       Excellent Mathematical skill Active listener Team player Confident Eye for detail Quick learner TECHNICAL SKILLS  PlanSwift 10.2 and Planswift 9.0  Auto CAD(Basics)  Microsoft office (2017)  MS Excel (2017)  Power point   MS World (2017) Internet surfing (Email accessing etc.) ACADMIC QUALIFICATION    Degree in Civil Engineering from Rajiv Gandhi Proudyogiki Vishwavidyalaya Bhopal India in (2020) – 81.2% Intermediate from MP. Board in (2014)-77.02% High School from MP. Board in (2016)-78.02% MAJOR PROJECT: Project name: Reactive Powder Concrete Team Size: 6 members Roles and responsibility: Aim of our project to prepare a modern concrete which has higher compressive strength as compare to ordinary concrete. I am working as a group leader, my responsibilities to find out the mix proportion and also find out the how much quantity of material should be added in the reactive powder concrete at theplace of aggregate and cement to achieve higher compressive strength. Extra curriculum activities:    Served as the Head boy of the school and college Participated in cricket Participated in youth festival in college. HOBBIES:   Learning new thinks Riding bikes PERSONAL INFORMATION: Father’s Name: Mr. Nakul Pandagre Date of Birth: 20/06/1998 Mother's Name: Mrs. Anita Pandagre Marital Status: Single Language Known: Hindi & English & Marathi Nationality: Indian Date: Place: Sign. Work Samples Markup Samples Excel / Drywall Samples DREAM ESTIMATING SERVICES-CONTACT +1 (315)- SR- DWG NO. A-105 A-105 A-105 A-105 A-105 A-105 10 A-105 - A-105 16 A-105 - A-105 A-105 A-105 21 A-105 - A-105 36 A-105 - A-105 A-105 42 A-105 43 A-105 - A-105 A-105 A-105 51 A-105 52 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 A-105 CSI SEC. 7 ITEM DESCRIPTION THERMAL AND MOISTURE PROTECTION ROOF ASSEMBLY-1 TPO ROOFING MEMBRANE 1/2" COVER BOARD 4-1/2" THICK RIGID INSULATION (MIN. R-25) ROOF ASSEMBLY-2 ASPHALT ROOF SHINGLES 30# FELT UNDERLAYMENT (2 LAYERS) 7/16" O.S.B. 2-1/2" THICK RIGID INSULATION-POLYISOCYANURATE INSULATION PANEL (MIN. R-25) W/ 2" AIR GAP- VENT SPACER STRIPS 2" THICK RIGID INSULATION (MIN. R-25) ROOF ASSEMBLY-3 STANDING SEAM METAL ROOF 30# FELT UNDERLAYMENT 7/16" O.S.B. 4-1/2" THICK RIGID INSULATION-POLYISOCYANURATE INSULATION PANEL (MIN. R-25) ROOF ASSEMBLY-4 ASPHALT ROOF SHINGLES 30# FELT UNDERLAYMENT (2 LAYERS) 7/16" O.S.B. 2-1/2" THICK RIGID INSULATION-POLYISOCYANURATE INSULATION PANEL (MIN. R-25) W/ 2" AIR GAP- VENT SPACER STRIPS 2" THICK RIGID INSULATION (MIN. R-25) COPING 1'-8"Wx10"H CAST STONE COPING 2'-3"WIDE CAST STONE CAP 24"L PREFINISHED METAL COPING 9"W PREFINISHED METAL COPING CAST STONE COPING AT BASE OF CUPOLA 2'-7"Wx2'-7"Lx1'-3"H CAST STONE COPING FACSIA, FLASHING AND VENTS 11"H PREFINISHED METAL RAKE FASCIA PREFINISHED METAL FASCIA W/ DRIP EDGE PREFINISHED METAL STEP FLASHING PREFINISHED METAL FLASHING W/ DRIP EDGE 1'-4"L PREFINISHED METAL FLASHING SILL PREFINISHED RECEIVER AND COUNTER FLASHING W/ SEALANT AND TERMINATION BAR PREFINISHED METAL RIDGE VENT- FIELD ROOFED PREFINISHED METAL FASCIA VENT GUTTER, DOWNSPOUTS, DRAIN, SCUPPERS ETC 6"Dx8"W PREFINISHED METAL GUTTER 3"Dx4"W PREFINISHED METAL GUTTER 3"Dx4"W PREFINISHED DOWNSPOUT AND RND. CAST IRON BOOT 5" DIA. PREFINISHED METAL DOWNSPOUT W/ ROUND CAST IRON DOWNSPOUT BOOT METAL GUTTER EXTENTION TO MATCH EXISTING THRU-WALL SCUPPER ROOF DRAIN TO MATCH EXISTING MISC.WORK ROOF CRICKET HIGH PERFORMANCE COATED STEEL TUBE CROSS WEATHER BARRIER OVER 1/2" RIGID INSULATION ROOF EXPANSION JOINT COVER W/ FIRE RETARDANT TREATED 2X WOOD BLOCKING AND SHIMS ASPHALT SHINGLES ON BUILT-UP COUNTER SLOPE 4 LABOR TOTAL COST MAT/LAB WASTE QTY+WAS TE UNIT 3,329 3,157 3,157 10% 10% 10% - SQ FT SQ FT SQ FT $ $ $ - $ $ $ - $ $ $ - 14,637 14,637 14,637 10% 10% 10% - SQ FT SQ FT SQ FT $ $ $ - $ $ $ - $ $ $ - UNIT COST TOTAL 14637 10% 16100.7 SQ FT $ - $ - $ - 14,637 10% 16100.7 SQ FT $ - $ - $ - - 10% 10% 10% - SQ FT SQ FT SQ FT $ $ $ - $ $ $ - $ $ $ - 809 10% 889.9 SQ FT $ - $ - $ - - 10% 10% 10% - SQ FT SQ FT SQ FT $ $ $ - $ $ $ - $ $ $ - 650 10% 715 SQ FT $ - $ - $ - 650 10% 715 SQ FT $ - $ - $ - - 10% 10% 10% 10% 10% 0% - LF LF LF LF SQ FT EA $ $ $ $ $ $ - $ $ $ $ $ $ - $ $ $ $ $ $ - - 10% 10% 10% 10% 10% - LF LF LF LF LF $ $ $ $ $ - $ $ $ $ $ - $ $ $ $ $ - 172 10% 189.2 LF $ - $ - $ - 522 17 10% 10% - LF LF $ $ - $ $ - $ $ - 243 102 10% 10% - LF LF $ $ - $ $ - $ $ - 41 10% 45.1 LF $ - $ - $ - 98 10% 107.8 LF $ - $ - $ - 17 2 1 10% 0% 0% 18.7 2 1 LF EA EA $ $ $ - $ $ $ - $ $ $ - - 10% 0% 10% - SQ FT EA SQ FT $ $ $ - $ $ $ - $ $ $ - 30 10% 33 LF $ - $ - $ - 116 10% 127.6 SQ FT $ - $ - $ SUBTOTAL 7.0% GENERAL CONDITION 3.5% INSURANCE 15% O/H & PROFIT TOTAL COST NOTE: 1 2 3 MATERIAL UNIT TOTAL COST COST QUANTI TY MATERIAL $ - LABOR $ - $ $ $ $ $ -
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