Crane Tenders

Description: Condemned, Released & Un-serviceable Cl.iii Rail 52 Kg-54nos-395.76 Mtrs-20.536mts. Location-at Km.434/300-500 Lh Side Between Keeranur( Krur)-vellanur (vel) Stations. Ohe Mast No.434/10-434/12. Not For Sale-[1]52 Kg Gj-4 Nos,[2]52 Kg Free Joint-1 No.note-[1]the Above Rails To Be Delivered On Linear Measurement, [2]in All Cases, I.e. Crane Loading/ Manual Loading, When The Length Of Rails Exceeds 5mtrs Length, The Purchaser (by Engaging His Own Labourers) Are Permitted To Cut The Rails To Convenient Lengths Of Not Less Than 2.5mtrs, [3]the Purchaser (by Engaging His Own Labourers) Are Permitted To Cut The Rails And Hand Over The Non-ferrous And Excess Quantity To The Custodian, [4]any Other Material In The Lot Other Than The Items Earmarked For Sale As Per D.o. Should Handed Over To The Custodian As Nfs. S.1539 No.894812, Dt.25.09.2024. Hsn Code.720429.

Description: Condemned, Released & Un-serviceable Cl.iii Rail 52kg-100nos-1035.57mtr-53.736mts. Location-at Km.433/400-500 Rh Side At Keeranur Yard, Near Keeranur Station. Ohe Mast No.433/06a-433/07a. Not For Sale-in Stock No.2-sl.no.2&3 Attached With One Metre Long Fishplate-2nos, And Bolts & Nuts. Note-[1]the Above Rails To Be Delivered On Linear Measurement, [2]in All Cases, I.e. Crane Loading/ Manual Loading, When The Length Of Rails Exceeds 5mtrs Length, The Purchaser (by Engaging His Own Labourers) Are Permitted To Cut The Rails To Convenient Lengths Of Not Less Than 2.5mtrs, [3]the Purchaser (by Engaging His Own Labourers) Are Permitted To Cut The Rails And Hand Over The Non-ferrous And Excess Quantity To The Custodian, [4]any Other Material In The Lot Other Than The Items Earmarked For Sale As Per D.o. Should Handed Over To The Custodian As Nfs. S.1539 No.894811, Dt.23.09.2024. Hsn Code.720429.

Description: Condemned, Released & Un-serviceable Cl.iii Rail 52kg-224nos-2048.44mtrs-106.294mts .location-available At Lc No: 525, At Km.648/000-200 Lh Side. Not For Sale-u/s.0.89m & 0.78m . Note-[1]the Above Rails To Be Delivered On Linear Measurement, [2]in All Cases, I.e. Crane Loading/ Manual Loading, When The Length Of Rails Exceeds 5mtrs Length, The Purchaser (by Engaging His Own Labourers) Are Permitted To Cut The Rails To Convenient Lengths Of Not Less Than 2.5mtrs, [3]the Purchaser (by Engaging His Own Labourers) Are Permitted To Cut The Rails And Hand Over The Non-ferrous And Excess Quantity To The Custodian, [4]any Other Material In The Lot Other Than The Items Earmarked For Sale As Per D.o. Should Handed Over To The Custodian As Nfs. S.1539 No.894513 Dtd 27.08.2024 Hsn Code.720429.

Description: New Simplified Open Procedure Called "Acquisition Through Lease Without Option To Purchase Of A Crane Truck For The Works And Services Area Of The City Council Of Mejorada Del Campo (Madrid)"

Description: Condemned, Released & Un-serviceable Cl.iii Rail 52kg-88nos-619.78mtr-32.160mts & Rail 90r-96nos-1107.80mtr-49.455mts. [total 81.615 Mts]. Location-available At Km.453/500-600 On Rh Side In Between Ambaturai(abi)-kodaikanal Road(kqn) Stations Dn Line. Not For Sale-60kg Rail-1 No-6.55 Mtr. Note-[1]the Above Rails To Be Delivered On Linear Measurement, [2]in All Cases, I.e. Crane Loading/ Manual Loading, When The Length Of Rails Exceeds 5mtrs Length, The Purchaser (by Engaging His Own Labourers) Are Permitted To Cut The Rails To Convenient Lengths Of Not Less Than 2.5mtrs, [3]the Purchaser (by Engaging His Own Labourers) Are Permitted To Cut The Rails And Hand Over The Non-ferrous And Excess Quantity To The Custodian As Nfs, [4]any Other Material In The Lot Other Than The Items Earmarked For Sale As Per D.o. Should Be Handed Over To The Custodian, [5]the Correctness Of Nv Rails Should Be Ensured By Witnessing Officials Before Effecting Final Delivery, [6]nfs Items Should Be Handed Over To The Custodian Before Effecting Final Delivery. S.1539 No.894122, Dt.02.08.2024. Hsn Code.720429.

Description: The Maintenance And Testing Of Overhead Cranes, Hoist, Beams Crawls, Lifting Equipment And As Well Supplying Of All Spares As When Required At Matla Power Station For The Period Of (05) Years.

Description: Rfp For The Supply, Install, Test And Commission 10 X Pendant Control Systems On Cranes At Wagon New Build Business.

Details: Description The Bids & Awards Committee (bac) Of Municipality Of Argao, Cebu, Invites All Interested Suppliers/manufacturers/distributors/contractors/consultants To Apply For Eligibility And To Submit Bids For The Following: B.9 Mobilization /demobilization Quantity 1.00 L.s. Dpwh Standard Output Per Hour (oph)= 1.00 Ls 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 1.00 15.00 A. Backhoe (0.80 Mᶾ) 1.00 15.00 B. Dumptruck (12 Ydᶾ) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 Ls 1.00 L.s. Project Billboard/signboard Direct Cost: A. Materials: 64.00 Sq.ft. A. Tarpaulin (4' X 8') 37.00 Bd.ft. B. Lumber Coco 1.00 Kg C. Common Nails Assorted 2.00 Sheets D. Plywood Marine (1/4" X 4' X 8') B. Manpower: Number Of Days 4.00 1.00 A. Construction Foreman 4.00 1.00 B. Skilled Laborer 4.00 2.00 C. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.7(2) Occupational Safety And Health Program Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Occupational Safety And Health Program Direct Cost: A. Materials: Ppe 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days C. Working Gloves 1.00 Set E. First Aid Kit B. Manpower: Number Of Days 15.00 1.00 A. Safety Practitioner/officer (part Time) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 800(1) Clearing And Grubbing Quantity 720.00 M² Dpwh Standard Output Per Hour (oph)= 500.00 M² 720.00 M² Clearing And Grubbing Direct Cost: A. Materials: 0.00 0 0 B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B.unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 2.00 A. Dumptruck (12 Ydᶾ) 1.00 1.00 B.payloader (1.50 Mᶾ) 1.00 1.00 C.bulldozer (155 Hp), D65a-8 "note: Assumed Hauling Distance Is 3 Km. If Actual Hauling Distance Is Shorter Or Longer Than 3 Km, The Time Of Dump Truck Will Be Adjusted Accordingly Based On The Hauling Cycle Analysis. Based On Assumed 150 Mm Cut All Throughout. A Corresponding Adjustment In The Output Shall Be Computed Based On The Actual Field Requirements ." Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 14.68 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 14.68 M3 Structure Excavation (common Soil) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. Backhoe (0.80 Mᶾ) 1.00 2.00 B. Dumptruck (12 Ydᶾ) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Structure Excavation Quantity 14.68 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 14.68 M3 Embankment From Structure Excavation Direct Cost: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 0.75 A. Plate Compactor (5 Hp) 1.00 0.75 B. Backhoe (0.80 M3) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1) Embankment Quantity 72.00 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 72.00 M3 Embankment Direct Cost: A. Material: 1.25 Cu.m Embankment Materials (with 25% Shrinkage Factor) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1.00 A. Plate Compactor (5 Hp) 0.75 1.00 B. Backhoe (0.80 M3) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(4) Gravel Bedding Quantity 44.79 M3 Dpwh Standard Output Per Hour (oph)= 1.20 M3 44.79 M3 Gravel Bedding Direct Cost: A. Materials: 1.05 M3 A. Gravel Bedding (g1)(w/5% Shrinkage Factor) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 8.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Plate Compactor (5 Hp) 0.00 0.00 Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c2 " Structural Concrete (footing)" Quantity 4.64 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 4.64 M3 " Structural Concrete (footing)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 8.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c3 " Structural Concrete (wall Footing)" Quantity 4.32 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 4.32 M3 " Structural Concrete (wall Footing) " Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 8.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c4 " Structural Concrete (columns)" Quantity 5.39 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 5.39 M3 " Structural Concrete (columns)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 8.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c6 " Structural Concrete (ground Floor Slab)" Quantity 1.08 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 1.08 M3 " Structural Concrete (ground Floor Slab)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c7 " Structural Concrete (concrete Bench)" Quantity 7.50 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 7.50 M3 " Structural Concrete (concrete Bench)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 902(1) " Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Quantity 1,742.08 Kg Dpwh Standard Output Per Hour (oph)= 143.44 Kg 1742.08 Kg " Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Direct Cost: A. Materials: 1.00 Kg A. Deformed Reinforcing Steel - G40 0.02 Kg B. #16galvanized Iron Wire C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 903 (2) Formworks And Falseworks Quantity 84.00 M2 Dpwh Standard Output Per Hour (oph)= 3.24 M2 84.00 M2 Formworks And Falseworks Direct Cost: A. Materials: 0.35 Pcs A. Ordinary Plywood - 3 Uses 7.19 Bd Ft B. Good Lumber - 3 Use 0.21 Kg C. Assorted Common Wire Nail D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Installation 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1046.00 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Quantity 103.20 M2 Dpwh Standard Output Per Hour (oph)= 3.83 M2 103.20 M2 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Direct Cost: A. Materials: 13.00 Pc A. 100 Mm Thk Chb (non-load Bearing) 13.00 Pc B.150mm Thk. Chb(non Load Bearing) 0.53 Bag C. Cement 0.04 Cu.m D.sand 3.24 Kg E. Reinforcing Steel 0.05 Kg F. #16 Tie Wire B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 8.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1027(1) Cement Plaster Finish Quantity 206.40 M2 Dpwh Standard Output Per Hour (oph)= 7.13 M2 206.40 M2 Cement Plaster Finish Direct Cost: A. Materials: 0.33 Bag A. Cement 0.03 Cu.m B. Sand B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)b Metal Structure( 2 Seater Seesaw With Double Swing Set,2 Sets Playground Climber) Quantity 1,131.30 Kgs Dpwh Standard Output Per Hour (oph)= 85.00 Kg 1131.30 Kg Metal Structure( 2 Seater Seesaw With Double Swing Set,2 Sets Playground Climber) Direct Cost: A. Materials: 1.00 Kg A.structural Steel 0.01 Kg M. Acetylene 0.02 Kg N. Oxygen 0.02 Kg O. Welding Rod P. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer - Erection 0.49 3.00 Skilled Labore 0.49 3.00 Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1.00 A. Welding Machine 0.25 1.00 B. Cutting Outfit 0.49 1.00 C.truck Mounted Crane(20-25meters) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (3)b Metal Structure (stair) Quantity 552.12 Kg Dpwh Standard Output Per Hour (oph)= 85.00 Kg 552.12 Kg Metal Structure (stair) Direct Cost: A. Materials: 1.00 Length/s A. Structural Steel 0.01 Tank H. Acetylene 0.02 Tank I. Oxygen 0.02 Box J. Welding Rod K. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer Erection 0.49 3.00 A. Skilled Labore 0.49 3.00 B.unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1.00 A. Welding Machine 0.25 1.00 B. Cutting Outfit 0.49 1.00 C.truck Mounted Crane(20-25meters) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047(3)a Metal Structure Accessories Quantity 198.00 Each Dpwh Standard Output Per Hour (oph)= 85.00 Kg 198.00 Kg Metal Structure Accessories Direct Cost: A. Materials: 1.00 M A. Anchor Bolt (0.95kg Per 1 Pc - 600mm Anchor Bolt) 1.00 Pc B. Anchor Bolt (0.47kg Per 1 Pc - 300mm Anchor Bolt) C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1014.00 Prepainted Metal Sheets (hi Rib Roofing, Long Span, 0.427 Mm Thk.) Quantity 9.90 M2 Dpwh Standard Output Per Hour (oph)= 2.769 M2 9.90 M2 Prepainted Metal Sheets (hi Rib Roofing, Long Span, 0.427 Mm Thk.) Direct Cost: A. Materials: 1.00 M A. Prepainted Metal Sheets (rib Type, Long Span, 0.427mm Thk. 10.00 Pc B. Tek Screw B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)a1 Fabricated Metal Roofing Accessory Quantity 8.00 M Dpwh Standard Output Per Hour (oph)= 11.800 M 8.00 M Fabricated Metal Roofing Accessory Direct Cost: A. Materials: 1.05 M A. Gi Plain Sheets, Ga. 18x12' (0.701mmx2.44mm) 19.00 Pc B. Blind Rivets C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1038(1) " Reflective Insulation" Quantity 9.60 M2 Dpwh Standard Output Per Hour (oph)= 5.560 M2 9.60 M2 " Reflective Insulation" Direct Cost: A. Materials: 1.00 M2 A. Reflective Insulation B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(1) 4.5mm Fiber Cement Board On Metal Frame Walling Quantity 9.60 M2 Dpwh Standard Output Per Hour (oph)= 1.243 M2 9.60 M2 4.5mm Fiber Cement Board On Metal Frame Walling Direct Cost: A. Materials: 1.05 Sq.m A. 4.5mm Fiber Cement Board 1.13 Pc B. Metal Furring 0.36 Pc C. Carrying Channel 1.00 Pc D. Hanger Bars/rods 6.00 Pc E. Channel Clip 0.24 Pc F. Wall Angle 14.00 Pc G. Rivets 4.00 Pc G. 1" Metal Screw B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1100(10) Conduit Works, Boxes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= 1.000 I.s. 1.00 I.s. Conduit Works, Boxes And Fittings Direct Cost: A. Materials: 1.00 Length A. 25 Mm Ø X 3.00 M Rsc Pipe 80.00 Length B. 15 Mm Ø X 3.00 Mm Pvc Pipes 10.00 Pcs C. 15mm Ø Pvc Coupling 30.00 Pcs D. 15mm Ø Pvc Elbow 25.00 Pcs E. Utility Box 30.00 Pcs F. Junction Box 1.00 Pcs G. 25mm Ø Entrance Cap 0.00 0 H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 47.39 1.00 A. Construction Foreman 47.39 1.00 B. Skilled Laborer 47.39 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1101(33) Wires And Wiring Devices Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= 1.000 I.s. 1.00 I.s. Wires And Wiring Devices Direct Cost: A. Materials: 220.00 M A.3.5 Mm2 Electric Wire Thhn 160.00 M B.5.5 Mm2 Electric Wire Thhn 25.00 M C. 8.00 Mm2 Electric Wire (thhn) 4.00 Set E. Two-gang Switch 16.00 Set G. Duplex Convenience Outlet H. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 28.05 1.00 A. Construction Foreman 28.05 1.00 B. Skilled Laborer 28.05 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1102(1) Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Quantity 1.00 Set Dpwh Standard Output Per Hour (oph)= 1.000 Set 1.00 Set Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Direct Cost: A. Materials: 1.00 Set A. Panel Board With Main Breaker And 8 Branches 50 Amp - 200 Amp 1.00 Pcs B. 60 Amp. Plug-in Breaker 2.00 Pcs B. 30 Amp. Plug-in Breaker 2.00 Pcs B. 20 Amp. Plug-in Breaker 2.00 Pcs B. 15 Amp. Plug-in Breaker 0.00 0 B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 5.50 1.00 A. Construction Foreman 5.50 1.00 B. Skilled Laborer 5.50 2.00 C. Unskilled Laborer Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1103(1) Lighting Fixtures Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= 1.000 I.s. 1.00 I.s. Lighting Fixtures Direct Cost: A. Materials: 10.00 Set A. 1-18 Watts Downlight/pinlight,recessed Type 1.00 Units B. Emergency Lamp (twin Head) B. Manpower: Number Of Hours 29.00 1.00 A. Construction Foreman 29.00 1.00 B. Skilled Laborer 29.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)b Painting Works (wood Painting) Quantity 210.80 M2 Dpwh Standard Output Per Hour (oph)= 1.890 M2 210.80 M2 Painting Works (wood Painting) Direct Cost: A. Materials: 0.05 Gal A. Glazzing Putty 0.04 Gal B. Flat Wall Enamel 0.04 Gal C. Enamel Quick Dry 0.25 I D. Paint Thinner 0.01 Pint E. Tinting Color (optional) F. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)c Painting Works (metal Painting) Quantity 92.44 M2 Dpwh Standard Output Per Hour (oph)= 2.000 M2 92.44 M2 Painting Works (metal Painting) Direct Cost: A. Materials: 0.05 Gal A. Red Oxide Primer 0.10 Gal B. Enamel Paint 0.25 L C. Paint Thinner 0.00 0 D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(17) Carpentry & Joinery ( Wooden Balluster) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Carpentry & Joinery ( Wooden Balluster) Direct Cost: A. Materials: 227.50 Bd.ft A. Good Lumber(210 Pcs 6.5"x1/2"x4ft) 20.00 Kg B. Assorted Cwnails D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 25.00 1.00 A. Construction Foreman 25.00 2.00 B. Skilled Laborer 25.00 6.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(18) Carpentry & Joinery ( Roof Framing) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Carpentry & Joinery ( Roof Framing) Direct Cost: A. Materials: 172.00 Bd.ft A. Good Lumber (43 Pcs 2"x4"x6ft) 68.00 Bd.ft B. Good Lumber (34 Pcs 2'x2"x6ft) 12.00 Kg B. Assorted Cwnails 0.00 0 D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 25.00 1.00 A. Construction Foreman 25.00 2.00 B. Skilled Laborer 25.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(19) Carpentry & Joinery (wood Column) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Carpentry & Joinery (wood Column) Direct Cost: A. Materials: 907.20 Bd.ft A. Good Lumber (21 Pcs 6"x6"x12ft) D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 25.00 1.00 A. Construction Foreman 25.00 2.00 B. Skilled Laborer 25.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(20) Carpentry & Joinery (beam) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Carpentry & Joinery (beam) Direct Cost: A. Materials: 96.00 Bd.ft A. Good Lumber (10 Pcs 4"x4"x6ft) B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 25.00 1.00 A. Construction Foreman 25.00 3.00 B. Skilled Laborer 25.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(21) Carpentry & Joinery (wood Slab ) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Carpentry & Joinery (wood Slab ) Direct Cost: A. Materials: 142.50 Bd.ft A. Good Lumber (25 Pcs 1"x9.5"x6ft) 15.00 Kg B.assorted Cwnails D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 25.00 1.00 A. Construction Foreman 25.00 3.00 B. Skilled Laborer 25.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1000(2) Wood Preservative Quantity 20.00 L Dpwh Standard Output Per Hour (oph)= 3.000 L 20.00 L Wood Preservative Direct Cost: A. Materials: 1.00 L A. Termite Control (solignum) 0.00 0 D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 20.00 1.00 A. Construction Foreman 20.00 2.00 B. Skilled Laborer 20.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1027(3) Concrete Pavers Quantity 49.50 M2 Dpwh Standard Output Per Hour (oph)= 0.500 M2 49.50 M2 Concrete Pavers Direct Cost: A. Materials: 0.33 Bag A. Portland Cement 0.03 Cu.m B. Sand 1.00 Sq.m C. Decorative Stone D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) A.1 Playground Wall Climbing Quantity 1.00 Lot Dpwh Standard Output Per Hour (oph)= 1.000 Lot 1.00 Lot Playground Wall Climbing Direct Cost: A. Materials: 1.00 Lot A. Plastic Climbing Grip With Expansion Bolt , Safety Belt& Harness ,steel Pulley Wire Rope Ring Rail Wheel Traction Pulley Lifting Bearing Pulley, Climbing Rope(100 Meters) B. Manpower: Number Of Hours 56.00 1.00 A. Construction Foreman 56.00 3.00 B. Skilled Laborer 56.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) A.2 Playground Amenities Quantity 1.00 Lot Dpwh Standard Output Per Hour (oph)= 1.000 Lot 1.00 Lot Playground Amenities Direct Cost: A. Materials: 10.00 Meter/s A. Cable Wire Rope 10.60 Meter/s B. Abaca Rope 25.20 Meter/s B. Chain D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 40.00 1.00 A. Construction Foreman 40.00 3.00 B. Skilled Laborer 40.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) A.3 Perimeter Fence Quantity 1.00 Lot Dpwh Standard Output Per Hour (oph)= 1.000 Lot 1.00 Lot Perimeter Fence Direct Cost: A. Materials: 30.00 Rolls A. Interlink Wire(4") 4feet D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 40.00 1.00 A. Construction Foreman 40.00 3.00 B. Skilled Laborer 40.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Description: CATEGORY: 50/10T EOT Crane

Description: CATEGORY: Custom Bid for Services - FORKLIFT OPERATOR FORLOADING UNLOADING MECH GEN ASSIST MAINTENANCE , Custom Bid for Services - FORKLIFT OPERATOR FORLOADING UNLOADING MECH GEN OVERTIME MANPOWER , Custom Bid for Services - EQUIPMENT HIRE FORKLIFT 3 MT HIRING OF EQUIPMENT8HR , Custom Bid for Services - HIRING OF CRANE HIRE FARANA 15MT