Sheet1TABLE OF CONTENTSPageACTIVITY LIST FOR HIGHWAYS & BUILDINGS4 - 6Group 100 - Roadside and related features----------4 - 5Group 200 - Roadside features----------5Group 300 - Traffic services----------5Group 400 - Emergency works----------5Group 500 - Supervision, support & overhead----------5 - 6STANDARD SPECIFICATIONS FOR HIGHWAYS & BRIDGES6 - 8Part 1 - Earthwork----------6Part 2 - Base course----------6 - 7Part 3 - Surface course & pavements----------7Part 4 - Structures----------7Part 5 - Incidental construction----------8ESTIMATING PROCEDURES FOR :8 - 181. Batterboard----------82. Excavation----------93. Backfill----------94. Concrete----------95. Ratio of mixture----------9 - 106. Mortar mixture----------107. Curve & gutter----------108. Asphalt pavement----------109. Concrete pavement----------1010. Base course----------10 - 1111. Sub - grade----------1112. Grouted riprap----------1113. Adobe stone----------1114. Adobe buttress----------1115. Mortar for adobe stone----------1116. Cement and sand factor per concrete pipe joint collar----------11 - 1217. CHB concrete footing per meter----------1218. Concrete hollow blocks----------12 - 1319. Labor output per team----------1320. Plastering----------1321. Cement tiles----------1322. Grouting compound----------1323. Scaffolding----------13 - 1424. Form works----------1425. Floor joist----------1426. Wooden studs & sidings----------1427. Wooden flooring----------14 - 1528. Double walling----------1529. Double wall partition----------1530. Ceiling joist----------1531. Baseboard----------1532. Ceiling board----------1533. Aluminum tee runner----------1534. Facia board----------15 - 1635. Wooden trusses & rafters----------1636. Purlins----------1637. Roofing----------1637.c.1. Pitch fcator of truss & rafter----------16 - 1737.g.1.a. Table of coverage ( G. I. sheet )----------1737.g.1.b. Table of coverage----------1737.g.2. Table of fasteners----------17 - 1837.g.3. Table of rivet per sheet of roofing----------1837.g.4. Table of strap per plain G. I. sheet----------18SPREADING RATES OF PAINTS18 - 201. Oil paint----------18 - 192. Oil paint flat----------193. Enamel paint----------194. Exterior spur varnish----------195. Interior spur varnish----------196. Shellac----------197. Single satin finish----------198. Asphalt rough finish----------199. Water paint----------19 - 20RATE OF APPLICATION ( TILES )----------20NAILS CONVERSION FACTORS----------21STANDARD REINFORCEMENT OF WALLS----------21DOOR JAMBS WITHOUT TRANSOM----------21 - 22DOOR JAMBS WITH TRANSOM----------22FLUSH DOOR FRAME----------22HOUR RATE PER ITEM OF WORK----------22 - 24UNIT RATE PER ITEM OF WORK----------24 - 26LABOR OUTPUT PER MAN-DAY----------26 - 28LABOR CAPABILITY PER HOUR----------28 - 31FLAT BAR IN KILOS----------31 - 33WEIGHT OF BOLTS IN KILOS----------33 - 34INCH TO MILLIMETER CONVERSION TABLE----------34BOLTS REQUIRED FOR TRUSSES----------34TABLE OF VALUES FOR STRENGTH OF CONCRETE----------34 - 35REBAR CONVERSION TABLE----------35 - 37TIEWIRE FORMULA----------37DECORS----------37CHANNELS----------37ANGLES----------37 - 38UNEQUAL ANGLES----------38 - 39CARPENTRY WORKS----------39CEILING PARTITION & FORMWORKS----------40LIGHT & HEAVY EQUIPMENT CAPABILTY TABLE----------40 - 41HEAVY & LIGHT EQUIPMENT FOR :41 - 461. Clearing & grubbing----------412. Drainage ditche----------41 - 423. Excavation----------424. Embankment----------42 - 435. Base course construction----------436. Surface treatment----------43 - 447. Aggregate production----------44 - 458. Subgrade preparation----------459. Base course construction----------4510. Capabilities of manual labor----------45 - 46TABLE I - POL CONSUMPTION OF ORDINANCE EQUIP.----------46TABLE II - POL CONSUMPTION OF ENGINEERING EQUIP.----------46 - 47ACTIVITY LIST FOR HIGHWAYS & BUILDINGSGROUP 100 - ROAD & RELATED FEATURESUnpaved Road Surfaces101 Manual repair of unpaved road surfaces----------cu.m.102 Manual patching of unpaved soad surfaces----------cu.m.103 Machine patching of unpaved road surfaces----------cu.m.104 Machine grading unpaved road surfaces----------sq.m.Bituminou Pavements111 Premix patching bituminous pavments----------cu.m.112 Penetration patching bituminous pavements----------cu.m.113 Sealing bituminous pavements----------li.114 Replacement of bituminous pavements----------sq.m.Concrete Pavements121 Patching concrete pavaments----------cu.m.122 Crack & joint sealing of concrete pavements----------li.123 Replacement of concrete pavements----------sq.m.Unpaved Shoulder131 Manual repair of unpaved shoulder----------m.132 Manual patching unpaved shoulder----------cu.m.133 Machine grading unpaved shoulder----------k.m.Drainage141 Manual ditch cleaning----------m.142 Manual inlet/outlet cleaning----------no.143 Culvert line cleaning----------no.144 Repair / replacement of minor drainage structures----------no.Bridges151 Cleaning bridges----------m.152 Patching concrete decks----------sq.m.153 Repair to concrete bridges----------no.154 Repair to steel bridges----------no.155 Repair to bailey bridges----------no.156 Repair to tomber bridges----------no.157 Cleaning bridge waterways----------no.Ferries161 Ferry service----------hrs.Temporary Repairs171 Temporary patching----------m.Other Maintenance and Repairs181 Other maintenance to roadway & related feature----------mdGROUP 200 - ROADSIDE FEATURES201 Vegetation control----------m.202 Erosion repair & control on roadside----------cu.m.203 Repair to major roadside structures----------no.204 Other roadside maintenance----------mdGROUP 300 - TRAFFIC SERVICES301 Sign maintenance----------no.302 Centerline & lane line repainting----------k.m.303 Guardrail maintenance----------m.304 Sight distnace mowing & clearing----------m.305 Other traffic services----------mdGROUP 400 - EMERGENCY WORKS401 Initial response to emergency roadways----------md402 Initial response to emergency bridges----------md403 Emergency projects----------proj.GROUP 500 - SUPERVISION, SUPPORT & OVERHEAD501 Production of bituminous pavements----------cu.m.502 Other material production & hnadling----------md503 Idirect cost of work or expenses----------md504 Other work or expenses----------md505 Foreman supervision----------cd506 Unproductive time----------cdSTANDARD SPECIFICATIONS FOR HIGHWAYS & BRIDGESCONSTRUCTION DETAILSPart I - EarthworkUnit of Measurement100 Clearing & grubbing----------hectare101 Selective removal of trees----------no.102 Stripping----------cu.m.103 Removal of bridges,culverts & siphons----------l.s.104 Removal of miscellaneous structures----------l.s.105 Roadway & drainage excavation----------cu.m.106 Excavation for structures----------cu.m.107 Borrow----------cu.m.108 Selected borrow (aggregate sub-base)----------cu.m.109 Embankments----------l.s.110 Foundation fill----------cu.m.111 Overhaul----------cu.m.112 Borrow haul----------cu.m.113 Subgrade114 Rolling----------per hr.115 Watering----------1,000 li. / unit116 Shoulders----------l.s.117 Finishing earth graded roads----------k.m.118 Preparation of previously constructed road----------k.m.119 Protection ditches120 Spot subgrade reinforcementPart 2 - Base Coarse200 Selected borrow base course (agg. base course)----------cu.m.201 Gravel, crushed gravel or crushed stone base course----------cu.m.202 Sledged stone base course----------sq.m.203 Bituminous macadam base base course----------m or cu.m.204 Bituminous plant mix base course----------Part 3 - Surface Coarse and Pavements300 Field laboratory----------net direct pay't301 Asphaltic materials----------m.302 Bituminous prime coat----------m.303 Bituminous tack coat----------m.304 Bituminous surface treatment ( emulsified asphalt type )----------m or cu.m.305 Bituminous seal coatm.306 Bituminous macadam pavement ( hot asph. type )----------m or cu.m.307 Bituminous macadam pavement ( emulsified asphalt type )----------m or cu.m.308 Dense graded plant - mix surface course ( emulsified asphalt type )----------m or cu.m.309 Open-graded plant - mix surface course----------m or cu.m.310 Bituminous concrete surface course----------m.311 Bituminous preservative treatment----------m.312 Dense graded travel plant - mix surface course----------m or cu.m.313 Rock asphalt----------m.314 Bituminous surface treatment ( H. A. T. )----------m or cu.m.315 Drag broom----------n.d.p.316 Portland cement concrete pavement----------sq.m.317 Rock asphalt binder course----------cu.m.Part 4 - Structures400 Steel bridges----------qty of struc. stl401 Timber detour span----------as unit402 Piling----------l.m. of piles403 Concrete railing---------- l.m. along C.L.'----------l.m. along C.L.404 Paints or painting405 Concrete----------cu.m.406 Reinforcing steel----------kg.407 Structural steel----------kg.408 Welding structural steel409 Sheet files----------l.m.410 Treated & untreated timber----------bd.ft.411 Timber structures412 Stone masonry----------cu.m.Part 5 - Iincidental Construction500 Riprap & grouted riprap----------cu.m.501 Hand - laid rock embankment----------cu.m.502 Combination concrete curve & gutter----------l.m.503 Concrete sidewalk----------sq.m.504 Bituminous sidewalk----------sq.m.505 Reinforced concrete pipe culvert----------l.m. or l.f.506 Catch basin, manholes & inlets----------no.507 Wood guardrail----------l.m.508 Traffic line lacquer----------l.m.509 Underdrains----------l.m.ESTIMATING PROCEDURE FOR :1. BATTERBOARDa. To estimate batterboard, first compute the area of the structure in sq.m. multiply the area by4.85 bd.ft. for 2" x 2" lumber, 7.28 bd.ft. for 2" x 3" lumber. Then the total bd.ft. divided by2 will give you the bd.ft. of lumber to be used as batterboard.b. The second procedure is to compute the lineal meter of the structure location giving an allo-wance or margin of 1.00 all around. Count also the no. of stake to be used. No. of stake multi-ply by 1.20 ( length of stake ) to get total lineal meter. Add all the ilneal meter & change to li-neal foot. Compute the bd.ft. by using 2" x 2" or 2" x 3" lumber.c. For nails : divide the total bd.ft. by 1,000 then multiply by 15 to get kilos required. If keg: divide the total bd.ft. by 2,500.d. For # 12 guide wire to be used as guide in layout, divide the total bd.ft. by 4,000 to obtainroll of wire.BatterboardStakeGuide Wire2. EXCAVATIONa. To estimate volume of excavation, compute the area to be excavated then multiply by thedepthb. For cut and fill, use the Prismoidal Formula (A1 + A2)/2 x depth or length.3. BACKFILLa. For backfilling, use the same procedure as of the excavation no. 1, by multiply the length,width & depth. If the backfill will be compacted add 15% for compaction.4. CONCRETEa. To estimate volume or cu.m. of concrete, use the same procedure in computing excavation& backfilling.b. To obtain bag of cement, sand and gravel, determine first the psi or class of mixture.5. RATIO OF MIXTURESClass AAA1 : 1 : 24,500-5,000 psiCement13.50 bagsSand0.51 cu.m.Gravel1.02 cu.m.Class AA1 : 1 : 33,500-4,000 psiCement11.35 bagsSand0.41 cu.m.Gravel0.82 cu.m.Class A1 : 2 : 43,000 psiCement9.50 bagsSand0.42 cu.m.Gravel0.84 cu.m.Class B1 : 2 : 52,500 psiCement8.50 bagsSand0.44 cu.m.Gravel0.87 cu.m.Class C1 : 3 : 62,000 psiCement7.50 bagsSand0.44 cu.m.Gravel0.89 cu.m.Class D1 : 3 : 71,600 psiCement6.50 bagsSand0.45 cu.m.Gravel0.91 cu.m.6. MORTAR MIXTUREClass AA1 : 1Cement21.0 bagsSand0.85 cu.m.Class A1 : 2Cement18.85 bagsSand1.0 cu.m.Class B1 : 3Cement13.0 bagsSand1.06 cu.m.Class C1 : 4Cement10.0 bagsSand1.08 cu.m.Class D1 : 5Cement8.0 bagsSand1.10 cu.m.7. CURVE & GUTTERa. To estimate curve and gutter : lm x 0.74 cu.m. = total cu.m.b. To obtain form lumber : lm x 8.50 bd.ft. = total bd. ft.c. To obtain cement, sand , gravel : determine the mixture to be used & multiply the cu.m.by the corresponding factor of mixture.8. ASPHALT PAVEMENTa. To obtain asphalt for 2" thk. Asphalting : 1 metric ton of asphalt coverage of 8.75 sq.m.,for prime coating (liquid) : total sq.m. divided by 400 = no. of drums or 1 gal. Asphaltcoverage of 64.0 sq.ft. or 6.00 sq.m..9. CONCRETE PAVEMENTa. To obtain bag of cement for 8" thk. pavement : total cu.m. x 8.50 = bags, or total sq.m.x 1.90 = bags. for sand : total cu.m. x 0.47 = cu.m. of sand. for gravel : total cu.m.x 0.94 = cu.m. of gravel. for water : cu.m. x 66.40 = gal. of water.10. BASE COURSEa. To obtain base coarse for 6.00 m. wide x 0.20 road : Compacted = for every km. use1,200 cu.m. base course.In-place-(Quarried) = for every km.use 1260 cu.m.Loose (hauled) use 1400 cu.m.11. SUB GRADEa. To obtain subgrade or road bed for 9.00 x 0.15 road using common borrowCompacted = for every km. use 1350 cu.m.In-place (Quarried) = for every km. use 1500 cu.m.Loose (Hauled) = for every km. use 2010 cu.m.12. GROUTED RIPRAPa. To estimate riprap grouting : total volume of riprap x 0.15 or 0.30 = volume of concrete.To obtain cement : vol. x factor, same as to sand : area x 0.425 = cement, area x 0.03= sand in cu.m..b. To obtain volume of riprap : area x depth = volume of riprap.13. ADOBE STONEa. To estimate adobe : 0.15 x 0.15 x 0.45 : total area x 15 pcs. for cross footing, area x 6pcs for stairs, cu.m. x 90 pcs. for mortar of 1 cm. thk. Wall factor : 0.0009, for crossfooting factor : 0.000675, for stairs factor : 0.001575.b. To obtain cement and sand, multiply the cu.m. by no. of pcs., then multiply by factor ofmoratr. To estimate cross footing : estimate it as continuous footing.14. ADOBE BUTTRESSFinish Cross SectionStone/CourseStone / Mt. Bt.0.35 x 0.502120.50 x 0.503180.50 x 0.654240.50 x 0.805300.50 x 0.9563615. MORTAR FOR ADOBE STONE - 1 centimeter thickCross Footing0.000675 cm.one sideWall0.0009 cm.one side, one endStair - Buttress0.001575 cm.two sides, one end16. CEMENT & SAND FACTOR PER CONCRETE PIPE JOINT COLLARPipe DiameterCementSand4" dia. NRC0.020.136" dia. NRC0.030.198" dia. NRC0.050.2612" dia. RCP0.120.3915" dia. RCP0.150.4918" dia. RCP0.200.5924" dia. RCP0.350.7930" dia. RCP0.500.9936" dia. RCP0.701.1942" dia. RCP0.751.3848" dia. RCP1.201.58Note : When wall is supported by buttress, estimate first the buttress stone for adobe.estimate stone for adobe wall ( subtract width of buttress & openings ). To estimatecross footing, estimate it as continuous footing.17. CHB CONCRETE FOOTING PER METERCHBFtg. thk.Ftg. BaseCementSandGravelVol. / m.4"0.100.300.270.010.020.030.150.300.450.020.040.050.150.450.630.030.060.0718. CONCRETE HOLLOW BLOCKS ( C H B )a. To estimate CHB Wall, compute the total area of coverage and less all openings such as win-dows & doors.b. To obtain pieces of CHB : area x 12.15 or 12.50 .c. To obtain cement : area x 0.27 for 4" CHB, 0.71 for 6" CHB, & 1.16 for 8" CHBd. For sand : area x 0.022 for 4" CHB, 0.058 for 6" CHB, & 0.094 for 8" CHB.e. For Rebars :4" CHBusing #3 @ 32" verical. & #3 @ 24" horizontal, area x 1.64 = kg.using #3 @ 32" vertical & #4 @ 24" horizontal, area x 1.85 = kg.6" CHBusing #3 @ 32" verical . & #3 @ 24" horizontal, area x 1.64 = kg.using #4 @ 32" vertical & #4 @ 24" horizontal, area x 2.90 = kg.8" CHBusing #3 @ 32" vertical & #3 @ 24" horizontal, area x 2.00 = kg.using #4 @ 32" vertical & #4 @ 24" horizontal, area x 3.32 = kg.f. For tie wire #16 : for 4" CHB = area x 0.005, for 6" CHB = area x 0.008, for 8"CHB = area x 0.009. All answer for this will be in roll of wire. Other procedure : totalkgs. Divided by 0.300 = roll of wire.19. LABOR OUTPUT PER TEAMa. 4" CHB : Crew - 1 mason & 2 helper will rate 12 sq.m./8 hrs. or 2.20 mh./sq.m.b. 6" CHB : Crew - 1 mason & 2 helper will rate 10 sq.m./8 hrs. or 2.40 mh./sq.m.c. 8" CHB : Crew - 1 mason & 2 helper will rate 8 sq.m./8 hrs. or 3.00 mh./sq.m.20. PLASTERINGa. To estimate mortar for plastering, compute the area & multiply 0.025 or 0.0125 to obtainvolume 1 Face = 0.0125, 2 Faces = 0.025.b. To obtain bags of cement : vol. x 13, for sand : vol. x 1.06. Before obtaining bags ofcement & cu.m. of sand, determine first the no. of face to be plastered & class of mixtures.c. To obtain cement : area x 0.33 = bags, for sand : area x 0.03 = cu.m. sand.21. CEMENT TILESa. To obtain pcs. of cement tiles of 4" x 4" : area in sq.m. x 100 pcs., for 6" x 6" : areax 45 pcs, for 8" x 8" : area x 25 pcs., for 12" x 12" : area x 12 pcs., for 16" x 16" :area x 6.25 pcs.b. For bedding : area x 0.33 = bags of cement, area x 0.03 = cu.m. of sand.22. GROUTING COMPOUNDa. Horntop coating : 1 liter for every 1 sq.m.b. Horntop floor topping : 1.20 for every 1 sq.m.c. Applicaton : Part A and B should be mixed by machine at a rate of 250 to 300 rpm =4 min. minimum. During mixing period add 5 parts of sol. silica sand. Coating thicknessshould be 2mm = 1/16 V for topping thickness 5mm = 1/4.d. Using daraweld C : for bonding mixture use 1 part daraweld, 5 parts cement, 2.50 partssand & 1 part water.For topping : 1 part daraweld, 5 parts cement, 15 parts sand and 1 part water.For non-skid surface : 1 part daraweld, 5 parts cement, 5 parts sand and 1.5 partof water. For waterproofing : 1 part daraweld, 3 parts cement, 6 parts sand & 1 part water.e. Using hornseal as hardener for floor : 1 liter for every 10 sq.m., using as curing com-pound : 1 liter for every 5 sq.m., using as sealing : 1 liter for every 6.0 sq.m., if rough& 1 liter for every 9 sq.m..f. Hydratite : use 1 lb. for every 1 bag of cement.g. Sahara : use I bag sahara for every 1 bag of cement.23. SCAFFOLDINGa. Compute the floor area plus the area of the four elevations, then multiply by the no. of storeyfor floor of the structure.b. To obtain bd.ft.of lumber : total area x 6.75 = total bd.ft. of 2" x 3" lumber.c. To obtain nails : divide the total bd.ft. by 2500 = keg of nails, note that I keg of nails isequivalent to 45 kilos.d. Other solution in obtaining nails : total bd.ft. divide by 1000 then multiply by 15 = kls.of nails.24. FORMWORKSa. To estimate formworks, compute the area of the item that need form work.b. To obtain bd.ft. of lumber, multiply the area by the corresponding factor on the conversiontable for formulas. After obtaining the total bd.ft. divide it to no. of uses.c. To estimate " x 4' x 8' sht. board plywood, divide the total area by 2.88 then divide by theno. of uses.d. For nails : total bd.ft. divide by 2500 = keg.e. For tie wire : total bd.ft. divide by 4000 = roll.f. For formoil : change the area of sq.m. to sq.ft. then divide by 200 = gals. of oil.25. FLOOR JOISTa. To estimate the floor joist board ft. per sq.m., compute the area then multiply by the corres-ponding factor shown in the floor joist conversion.b. For nails use the same procedure as of the formworks for keg of nails or divide the total bd.ft.by 1,000 then multiply by 11.44 for kilos of 4" CW nails.26. WOODEN STUDS & SIDINGSa. To estimate bd.ft. of studs at 0.60 o.c. for sidings using 2" x 3",multiply the area by 9.84,for 2" X 2" : area x 6.54, for 2" x 4" : area x 13.08, for 2" x 5" : area x 16.38.b. To obtain nails : divide the total bd.ft. by 1,000 then multiply by 6.80 to obtain kilos of 3"C.W. nails.c. For stone cut sidings, compute the lineal meter of spread then multiply by 20 pcs / l.m. for1" x 3", 13.16 pcs / lm.for 1" x 4", 7.87 pcs / lm. for 1" x 6" & 5.95 pcs / l.m. for 1" x8".d. To obtain nails : divide the total bd.ft. by 1,000 then multiply by 9.10 for kilos of 2" fini-shing nails.27. WOODEN FLOORINGa. To estimate T&G flooring, compute the lineal meter of spread then multiply by 16.66 pcs /linear meter of spread then multiply byl.m. for 1" x 3" T&G, 11.77 pcs / l.m. for 1" x 4", 7.87 pcs / l.m. for 1" x 6" T&G,5.34 pcs / l.m. for 1" x 8" T&G.b. To obtain nails : divide the total boardfeet by 1,000 then multiply by 13.60 for fini. nails.28. DOUBLE WALLINGa. To estimate plywood double walling of a siding, divide the total area by 2.88 = pcs of ply-wood.b. To obtain nails : pcs of plywood x 2 then divide by 1,000 then multiply by 9.10 for 1" fini-shing nails.29. DOUBLE WALL PARTITIONa. To estimate boardfoot of studs, use the same procedure as of wooden sidings.b. For plywood, compute the area of the two (2) face walling then divide the total area by 2.88.c. For nails : use the same porcedure as of double wall sidings and studs.30. CEILING JOISTSa. Compute the area of the ceiling : area x 6.54 for 2" x 2" lumber, area x 9.84 for 2" x 3"lumber, area x 2.66 for 2" x 2" ceiling hanger.b. For nails : use same procedure as of baseboard, then multiply by 9.10 for 3" C.W.31. BASEBOARDSa. To estimate the bd.ft. of baseboard : lm x 1.09 for 1" x 4" lumber, lm x 1.37 for 1" x 5"lumber, lm x 1.64 for 1" x 6" lumber.b. To obtain nails : divide the total bd.ft. by 1,000 then multiply by 5.5 for 1" finishing nails.32. CEILING BOARDSa. To estimate the plywood uisng " x 4' x 8' : divide the area by 2.88, for 0.60 x 1.20 lawa-nit or acoustic board : divide the area by 0.72.b. For nails : use the same procedure of double walling.33. ALUMINUM TEE RUNNERa. Divide the length and width by 0.60 x 1.20 to obtain the no. of pcs of aluminum tee runners.Then multiply by the length of installation to obtain the total length of aluminum.b. Note that the commercial length of aluminum tee runner is 20' or 6.0 meters. To obtain pcs :divide the toatl length by 20' 0r 6.0 in linear meter.c. For 12 guide wire : total area x 6.54 then divide by 4,000 = roll.34. FASCIA BOARDSa. Compute the total linear meter of the end roof all around to obtain total bd.ft. l.m. x 2.73 for1" x 10", lm x 3.28 for 1" x 12", lm x 2.18 for 1" x 8" fascia boards.b. For nails : divide the total boarddfeet by 1,000 then multiply by 5.5 for 2" CWN35. WOODEN TRUSSES & RAFTERSa. To obtain the total bd.ft. : take an actual counting of the number of the trusses or raftersthen compute the bd.ft. of its members according to the size & length of the lumber to be used.b. After computing the bd.ft. of the lumber for one (1) truss or rafter multiply this by the no. ofunit specified in the framing plan.c. For nails : use the same procedure the multiply by 6.8 fo kilos of 3" - 4" C.W.N.36. PURLINSa. To estimate the total bd.ft. of purlins : make an actual counting of the purlins shown in theroof plans or truss and rafter details. Compute the bd.ft. according to size & length.b. Or compute the area in sq.m., then multiply : area x 3.271 for 2" x 3" lumber, area x4.309 for 2" x 4" lumber, area x 5.321 for 2" x 5" lumber, area x 6.335 for 2" x 6" lumber.c. For cleats : area x 3.44 for 2" x 3", area x 4.571 for 2" x 4", area x 5.458 for 2" x 5",area x 6.50 for 2" x 6".37. ROOFINGa. To estimate roofing by area : solve the total area in flat then add the pitch factor ( sum of1 & 2 percentage ), the total is the slotted area of the roof.b. Divide the slotted area by factor from the table of G.I. sheet coverage.c. Another procedure in estimating roofing : length of spread divided by 0.67 or 27" thenmultiply by the no. of lapping or row.c.1. Pitch Factor of Truss and RafterNO. 1 SYMMETRICALNO. 2 SYMMETRICALPitchInchesDecimal %PitchInchesDecimal %0.325.500.0550.322.000.020.366.000.060.363.000.030.408.000.080.404.000.040.4510.000.100.455.000.050.5012.000.120.506.000.060.5514.000.140.557.000.070.6016.000.160.608.000.080.7022.000.220.7011.000.110.8028.000.280.8014.000.140.9035.000.350.9018.000.181.0042.000.421.0021.000.211.2046.000.461.2023.000.231.5054.000.541.5027.000.27d. To obtain metal rivet : pieces of G. I. Sheet x 0.073 = kilo of rivet, for washer : pcsof G. I. sht x 0.146 = kilo of washer, for strap : pcs og G. I. sht x 12 or 9 = pcs of atrap,To convert this to plain G. I. sheet, see table of strap.e. To obtain gutter, ridge roll, valley roll, flashing : divide the total run or spread by factor: 2.10 for ridge roll, valley roll & flashing, 2.25 for gutter & downspout, for copper ri-vet : no of pcs of joint multiply by 8 pcs then divide by 50 = no. of box, if in kilo : no.of pcs divided by 160 = kilo.f. For nikolite : no. of joint x or 4 or length in foot divided by 24 = kilog. For muriatic acid : pcs of nikolite x 10 c.c. = total c.c. of muriatic.g.1.a. G. I. Sheet coverage - 10" end lap with 2 sides coverlapSizeEffectiveCoverage32" x 6'27" x 5' 2"1.03sq.m.x 7'x 6' 2"1.23sq.m.x 8'x 7' 2"1.44sq.m.x 9'x 8' 2"1.64sq.m.x 10'x 9' 2"1.84sq.m.x 12'x 11' 2"2.24sq.m.x 14'x 13' 2"2.64sq.m.g.1.b. Table of Coverage - 12" end lap with 2 side corrugated lapSizeEffectiveCoverage32" x 6'27" x 5'1.01sq.m.x 7'x 6'1.21sq.m.x 8'x 7'1.40sq.m.x 9'x 8'1.60sq.m.x 10'x 9'1.79sq.m.x 12'x 11'2.21sq.m.x 14'x 13'1.61sq.m.g.2. Table of Fastenersa. G. I. Nails 2"102.00pcs / kilob. Lead Washer86.00pcs / kiloc. G. I. Rivet " x 3/8"180.00pcs / kilod. G. I. Rivet " x "157.00pcs / kiloe. Metal Washer152.00pcs / kilog.3 Table of Rivet Per Sheet of Roofing1. 6' - 0"6.00pcs / sht2. 7' - 0"9.00pcs / sht3. 8' - 9'9.00pcs / sht4. 10' - 12'12.00pcs / shtg.4. Table of Strap Per Plain G. I. SheetPurlin SizeStrap SizePcs / sht2 x 31" x 9"380.00pcs2 x 41" x 10"340.00pcs2 x 51" x 11"310.00pcs2 x 61" x 12"285.00pcsh. For senepa flashing : total run divided by 7' or 2.135 to estimate flashing. The same asof gutter flashing or no. of gutter = no. of flashing for gutterSPREADING RATES OF PAINTSSurfaceGallonCoverage1. Oil Paintsmooth wood1 coat600 sq. ft.55.74sq.m.2 coats325 sq. ft.30.19sq.m.3 coats25 sq. ft.21.91sq.m.rough1 coat350 sq. ft.32.38sq.m.2 coats200 sq. ft.18.50sq.m.3 coats135 sq. ft.12.54sq.m.metal1 coat700 sq. ft.65.03sq.m.2 coats340 sq. ft.31.59sq.m.3 coats230 sq. ft.21.37sq.m.plaster1 coat450 sq. ft.41.81sq.m.2 coats250 sq. ft.23.23sq.m.3 coats175 sq. ft.16.25sq.m.hardbrick1 coat400 sq. ft.37.16sq.m.2 coats225 sq. ft.20.90sq.m.3 coats160 sq. ft.14.86sq.m.softbrick1 coat350 sq. ft.32.38sq.m.2 coats200 sq. ft.18.50sq.m.3 coats150 sq. ft.13.94sq.m.smooth cement1 coat350 sq. ft.32.38sq.m.2 coats200 sq. ft.18.50sq.m.3 coats150 sq. ft.13.94sq.m.rough cement1 coat200 sq. ft.18.50sq.m.2 coats100 sq. ft.9.29sq.m.3 coats50 sq. ft.4.65sq.m.2. Oil Paint Flatsmooth wall1 coat500 sq. ft.46.25sq.m.2 coats275 sq. ft.25.55sq.m.3 coats200 sq. ft.18.50sq.m.plasters1 coat400 sq. ft.37.00sq.m.2 coats225 sq. ft.20.81sq.m.3 coats160 sq. ft.14.86sq.m.stucco1 coat150 sq. ft.13.94sq.m.2 coats75 sq. ft.6.97sq.m.3. Enamel Paintsmooth with1 coat500 sq. ft.46.25sq.m.undercoat2 coats250 sq. ft.23.23sq.m.4. Exterior Spursmooth wood1 coat500 sq. ft.46.25sq.m.Varnish2 coats275 sq. ft.23.55sq.m.3 coats200 sq. ft.18.50sq.m.5. Interior Spursmooth wood1 coat450 sq. ft.41.81sq.m.Varnish2 coats250 sq. ft.23.23sq.m.3 coats175 sq. ft.16.25sq.m.6. Shellacsmooth wood1 coat600 sq. ft.31.50sq.m.2 coats300 sq. ft.22.87sq.m.rough wood1 coat125 sq. ft.11.16sq.m.2 coats75 sq. ft.6.97sq.m.7. Shingles Satinsmooth wood1 coat250 sq. ft.23.23sq.m.Finish8. Asphalt Roughrough1 coat150 sq. ft.13.94sq.m.Paintsmooth1 coat100 sq. ft.9.29sq.m.9. Water Paintgold water paint - 5 lbs, powdersmooth1 coat300 sq. ft.27.87sq.m.calsomine - 5 lbs, powderplaster1 coat400 sq. ft.37.10sq.m.wood1 coat250 sq. ft.23.23sq.m.white wash - 4 to 5 lbsbrick1 coat200 sq. ft.9.30sq.m.hydrated limeplaster1 coat300 sq. ft.27.87sq.m.RATE OF APPLICATION ( TILES )Granolithic tiles0.250bag / sq.m.Terrazo A cement tiles0.250bag / sq.m.Laying of TilesRough plaster0.250bag / sq.m.Tile laying0.080bag / sq.m.Unglazed tiles0.250bag / sq.m.Grouted riprap4.000bags/cu.m.12" x 12" Vinyl Tiles12.000pcs / sq.m.Holdtite adhesive0.250gal. / sq.m.Color powder1.000kg / sq.m." x 2" x 8" Red brick12.000pcs / sq.m." x 4" x 4" Vitrified tiles86.000pcs / sq.m.Pebbles / synthetic1.500cans/sq.m.White cement tile filler0.035pcs / sq.m.Hexagonal Tiles4" x 4"400.000pcs / sq.m.3 points hexagonal 2" size20.000pcs / sq.m.4 points hexagonal 2" size16.000pcs / sq.m.Cement4" x 4"100.000pcs / sq.m.6" x 6"45.000pcs / sq.m.8" x 8"25.000pcs / sq.m.12" x 12"12.000pcs / sq.m.16" x 16"6.250pcs / sq.m.Tool Finishing cement0.150bag /sq.m. .sand0.027cu. m./sq.m.Cuirng compound1.000gal/sq.m.of 7Curb and gutter0.740cu m.Cement2.000bags/cu.m.Sand0.380cu.m.Gravel0.640cu.m.Virified Tiles mortar bedcement0.350bag /cu.m.sand0.027cu.m./sq.m.NAILS CONVERSION FACTORSJoist and sill1,000 bd.ft.11.4 kgs4"CWStuds1,000 bd.ft.6.80 kgs3"CWSheating / sidings1,000 bd.ft.9.10 kgs2"CWRafters1,000 bd.ft.6.80 kgs3"CWCornice1,000 l.ft.11.4 kgs2"finishingShingling1,000 pcs1.80 kgs1"CWBevel sidings1,000 bd.ft.8.20 kgs2"CWCeiling joist1,000 bd.ft.9.10 kgs2"CWFlooring1,000 bd.ft.13.6 kgs2"CWBaseboard1,000 bd.ft.5.50 kgs2"finishingWindow trim one (1) sideper side0.50 kgs2"finishingDon trim one (1) sideper side0.30 kgs2"finishingLath1,000 bd.ft.3.60 kgs1"CWLattice1,000 sq. ft.9.10 kgs1"CWBallusters1,000 l.ft.8.20 kgsassorted nailsForm for concrete1,000 bd.ft.15.0 kgs2" & 4"CWSTANDARD REINFORCEMENT OF NAILSThk'nessTypeVertical BarsHorizontal barsKgs/cu.m.Kgs/sq.m.0.10 m1.001 - #3/8 @ 0.301 -#337.203.720.15 m2.002 - #3 @ 0.302 -#349.607.440.15 m1.001 - #4 @ 0.301 -#444.206.630.20 m2.002 - #3 @ 0.302 -#341.008.220.25 m3.002 - #4 @ 0.302 -#344.4811.120.30 m3.002 - #4 @ 0.302 -#444.2013.250.35 m3.002 - #4 @ 0.302 -#437.9013.250.40 m3.002 - #4 @ 0.302 -#442.2516.900.45 m3.002 - #4 @ 0.302 -#437.5016.900.50 m3.002 - #5 @ 0.302 -#437.5618.780.55 m3.002 - #5 @ 0.302 -#541.4020.70DOOR JAMBS WITHOUT TRANSOM1. 0.60 x 2.10 Single panel type1 pc - 2" x 6" x 16'16.00bd.ft.2. 0.65 to 0.90 x 2.10 Single panel type1 pc - 2" x 6" x 18'18.00bd.ft.3. 1.20 x 2.10 Double panel type1 pc - 2" x 6" x 18'18.00bd.ft.4. 1.20 to 1.60 x 2.10 Double panel type1 pc - 2" x 6" x 20'20.00bd.ft.5. 1.80 x 2.10 Double panel type1 pc - 2" x 6" x 20'20.00bd.ft.DOOR JAMBS WITH TRANSOM1. 0.90 x 2.10 with transom of 0.30 x 0.401 pc. - 2" x 6" x 24'24.00bd.ft.2. 1.20 x 2.10 with transom of 0.30 x 0.601 pc. - 2" x 6" x 8'26.00bd.ft.1 pc. - 2" x 6" x 18'3. 1.40 to 1.60 x 2.10 with transom of0.30 x 0.601 pc. - 2" x 6" x 18'28.00bd.ft.1 pc. - 2" x 6" x 10'4. 1.80 x 2.10 with transom of 0.30 x 0.601 pc. - 2" x 6" x 18'30.00bd.ft.1 pc. - 2" x 6" x 12'FLUSH DOOR FRAME1. 0.90x2.10 using 2"x3" kiln dried tanguile3 pcs - 2" x 3" x 8'18.00bd.ft.1 pc. - 2" x 3" x 12'2. 0.60x2.10 using 2"x3" kiln dried tanguile1 pc. - 2" x 3" x 22'15.00bd.ft.1 pc. - 2" x 3" x 8'3. 0.70 to 0.85 x 2.10 using 2" x 3" kiln driedtanguile3 pcs - 2" x 3" x 8'17.00bd.ft.1 pc. - 2" x 3" x 10'HOUR RATE PER ITEM OF WORKCarpentryCeiling board on wood runner ( sq. m. )2 - CarpentersFrame installation1.330mh / sq.m.Board installation1.000mh / sq.m.Flush door ( 3' x 7' ) = 21 sq. ft.Frame - 32.50 bd.ft.Board - 2 bd.ft.Glue - 0.10 galFabrication12.000mh / pcFlush door ( 2' - 8" x 7' ) = 18.65 sq. ft.Frame - 27 bd.ft.Board - 2 bd.ft.Glue - 0.10 galFabrication14.000mh / pcFlush door ( 2' - 4" x 7' ) = 16.3 sq. ft.Frame - 27 bd.ft.Board - 2 bd.ft.Glue - 0.10 galFabrication12.000mh / pcFlush door ( 3' x 7' ) = 21 sq. ft.Frame - 12 bd.ft. ( to be added toflush door bd.ft. )Fabrication1.250mh / pcFRC or FSC with louversLouvers - 2 bd.ft.Fabrication5.000mh / pcDoor JambMaterial : 2" x 6" for 3' x 7' door 18 bd.ft.Fabrication : 1 Carpenter 18 bd.ft. / 4 hr4.500bd.ft./ mhInstallation : 2 Carpenters 18 bd.ft. / 3 hr3.000bd.ft./ mhDoor Jamb with transom of 0.30 lmMaterial : 2" x 6" for 3' x 7' door = 22 bd.ft.Fabrication : 1 Carpenter 22 bd.ft. / 5 hr4.400bd.ft./ mhInstallation : 2 Carpenters 22 bd.ft. / 3 hr3.600bd.ft./ mhMetal DoorSteel door with #16 cladding = size 3' x 7' 21 sq. ft.Materials : #16 cladding = 42 sq. ft.IGSC Frame #12 = 50 l.f.Fabrication : 2 Steelmen / 12 hr24.000mh / pc.Equipment : 1 Welding machine8.000hrs / pcSteel door - 18" x 14" = 253 sq. ft. (2) leafMaterials : #16 cladding = 504 sq. ft.C - Frame #12 = 440 l.f.Fabrication : 4 Steelmen / 56 hrs224.000mh / pc.Equipment : 1 Welding machine40.000hrs / pcTinsmittingCorrugated G. I. Sheet - 0.685 / sq.m.Fastener : hook bolt - 4 pcs / 1.47 sq.m.2.520sets /sq.m.strap - pcs 1 sht / 792 (1/1.47)0.015sht /sq.m.G. I. rivets - 8 pcs. ( 1 kg /180 )0.030kg / sq.m.( 1 kg /1.47 )Lifting : 4 Tinsmith0.270mh /sq.m.Installation :1.570mh /sq.m.Ridge roll #26 x 24"Materials : 8' sht. ( 24/36 ), ( . 33 ) 10.285sht /sq.m.Fastener : copper rivet : 8 pcs (1 kg /160), ( . 33)0.022kg. / l.m.Nicolite : (24/36)( . 33)1.300bend /l.m.Labor : bending 3 bend 8( . 33)1.300bend /l.m.Installation :2.430cu.m./ lmUNIT RATE PER ITEM OF WORK( man-hour x quantity ) = Total hour = durationNo. of MenExcavation1.Common excavation - manual0.600mh /cu.m.2.Common excavation - machine0.500mh /cu.m.3.Rock - manual & machine8.000mh /cu.m.4.Trenching - manual6.000mh /cu.m.5.Trenching - mechanical0.020mh /cu.m.Backfill1.Structural backfill - manual5.000mh /cu.m.2.Structural backfill - mechanical2.000mh /cu.m.3.Hauling of soil1.000mh /cu.m.Formworks & concrete works1.Grade member- formworks2.540mh /sq.m- concreting8.540mh /sq.m- finishing0.400mh /sq.m2.Suspended member- formworks3.280mh /sq.m- concreting16.700mh /sq.m- finishing0.800mh /sq.mRebar work1.ground floor0.071mh / kg2.upper floor0.080mh / kgFinishing1.Plain cement plastering1.330mh /sq.m2.Colored cement finish1.400mh /sq.m3.Pebble washout2.860mh /sq.m4.Granolithic tile finish2.860mh /sq.m5.Marble tiles2.860mh /sq.m6.Vinyl tiles1.670mh /sq.m7.Unglazed tiles3.000mh /sq.m8.Glazed tile0.170mh /sq.m9.Asphalt tiles1.670mh /sq.mCarpentry works1.Partition including framing- " thk plywood single wall0.230mh /sq.m- " thk plywood double wall0.314mh /sq.m- wooden louver314.000mh /sq.m- #10 cyclone wire0.029mh /sq.mDoors ( excluding finish hardware )1.FHC door0.200mh /sq.ft2.FSC door0.286mh /sq.ft3.Steel sliding door0.860mh /sq.ft4.Steel single door0.715mh /sq.ft5.Roll up aluminum door - manual0.715mh /sq.ft6.Cyclone wire sliding door0.715mh /sq.ftWindows1.Fixed glass on steel frame0.286mh /sq.ft2.Fixed G. I. Louver0.429mh /sq.ftFixed asbestos louver0.429mh /sq.ft4.Metal louver0.286mh /sq.ftCeiling ( including framing )1.1/5" thk plywood0.171mh /sq.ft2.Acoustic tile with plywood backing0.286mh /sq.ft3.Concealed acoustic with aluminum T - runner0.286mh /sq.ft4.3/16" thk asbestos cutting0.171mh /sq.ftStructural steel1.Light structural steel framing168.000mh / m2.Heavy structural steel framing164.000mh / mMiscellaneous metal1.Stair, stringer, handrail, tread & grating102.000mh / mAsbestos pipe1." 20 mh / l. ft. of 1002." 20 mh / l. ft. of 1003.1" to 1" 22.5 mh / l. ft. of 1004.1" to 2" 25 mh / l. ft. of 1005.2" 30 mh / l. ft. of 1006.3" 33 mh / l. ft. of 1007.3" 35 mh / l. ft. of 1008.4" 40 mh / l. ft. of 100Cast iron pipe1.2" 66.80 mh / 100 l. ft.2.4" 100.20 mh / 100 l. ft.3.6" 150.30 mh / 100 l. ft.4.8" 200.40 mh / 100 l. ft.5.10" 300.40 mh / 100 l. ft.6.12" 317.30 mh / 100 l. ft.7.14" 367.40 mh / 100 l. ft.8.16" 417.50 mh / 100 l. ft.9.18" 467.60 mh / 100 l. ft.10.20" 501.0 mh / 100 l. ft.11.24" 551.20 mh / 100 l. ft.12.30" 626.30 mh / 100 l. ft.P V C pipes1." - " 20.22 mh / 100 l. ft.2.1" - 1" 22.50 mh / 100 l. ft.3.1" - 2" 25.00 mh / 100 l. ft.4.2" 30.0 mh / 100 l. ft.5.3" 33.0 mh / 100 l. ft.6.3" 35.0 mh / 100 l. ft.7.4" 40.0 mh / 100 l. ft.8.5" 50.0 mh / 100 l. ft.9.6" 75.0 mh / 100 l. ft.LABOR OUTPUT PER MAN-DAYExcavation1.00 - 1.35cu.m./ mdBackfill3.870cu.m./ mdDisposal of soil4.700cu.m./ mdFormwork2.50 - 2.67cu.m./ mdRebar10.000kgs / mdConcreting0.910cu.m./ mdPlanning concrete transit mixed1.200cu.m./ mdSetting anchor bolt16.500kgs / mdSetting anchor boxes4.400cu.m./ mdDemolition of slab, wallExcavation of cross & clampshell w/ 8 Laborers, 2 opertaors4.400cu.m./ mdCHB zoccalo wall2.400kgs / mdGravel fill3.870cu.m./ mdSlab on fill concrete1.000cu.m./ mdWood post70.000bd.ft./ md2nd floor wood post75.000bd.ft./ mdT & G wood flooring112.000bd.ft./ mdPlywood partition80.000bd.ft./ mdCeiling finishing44.000bd.ft./ mdCeiling plywood60.000sq.ft. / mdSiding framing60.000bd.ft./ mdL - cut sidings112.000bd.ft./ mdroof wood framing33.000bd.ft./ mdG. I. Gutter installation58.000l.ft. / mdG. I. Roofing105.000sq.ft. / mdG. I. Gutter cut and shape50 l.l.ft. / mdDownspout cut and shape27.000l.ft. / mdDownspout installation60.000l.ft. / mdVitrified floor tiles1.500sq.m./ mdInstallation of base plate45.000l.ft. / mdInstallation of steel roll up door15.000sq.ft. / mdInstallation of steel sliding door10.000sq.ft. / mdPlacing metal nosing3.000steps / mdInstallation of asbestos roofing8.000sheets/mdInstallation of aluminum or G. I. Roofing10.000sheets/mdRoof deck copper cladding52.000l.ft. / mdK & O proofing29.000sq.m./ mdFabrication of G. I. Gutter2.300sheets/mdCross fabrication46.000bd.ft./ mdCross installation40.000bd.ft./ mdPost60 - 90bd.ft./ mdGirts50 - 75bd.ft./ mdPlates90 - 120bd.ft./ mdFascia board25 - 55bd.ft./ mdTracing30 - 60bd.ft./ mdBoarding40 - 80bd.ft./ mdPlywood sheating75 - 150sq.ft. / mdCabinet door40 - 80sq.ft. / mdDoors & windowsPlacing wooden door30.000sq.ft. / mdInstallation of sash glass75.000sq.ft. / mdPlacing steel windows18.000sq.ft. / mdPlacing wooden panel door22.000sq.ft. / mdPlacing wooden flush door28.000sq.ft. / mdInstallation of door lockset5.000sets / mdInstallation of flush bolt2.000pairs / mdInstallation of astragal80.000l.ft. / mdVitrified wall tiles1.340sq.m./ mdPainting200 - 300sq.ft. / mdFloor hardener45.000sq.m./ mdCopper water stop - cut and shape60.000l.ft. / mdCopper water stop - cut installation38.000l.ft. / mdInstallation of sliding door10.000sq.ft. / mdLABOR CAPABILITIES PER HOURClearing and grubbing - manualClearing undergrowth and trees 12" 20.000sq.m./ mhClearing undergrowth and shrubs40.000sq.m./ mhExcavation - manualCoomon earth0.130cu.m./ mhLoam or sand0.760cu.m./ mhClay or heavy soil0.610cu.m./ mhRock0.380cu.m./ mhTrizzing depth and large common0.150cu.m./ mhExcavation - mechanicalCommon earth15.000cu.m./ mhRock with jack hammer0.060cu.m./ mhBackfillingCommon - mahual1.220cu.m./ mhCommon backfill - manual0.200cu.m./ mhCompacted - crushed stone - mechanical8.000cu.m./ mhCompacted - common - manual0.300cu.m./ mhCompacted - common - mechanical30.000cu.m./ mhSpreading, tempering & grading2.090sq.m./ mhTrenching & backfill underground pipingPlacing binders - gravel uncompacted9.460sq.m./ mhTrenching & backfill underground pipingusing excavated material - manualfrom 0 - 2 m deep0.060l.m. / mh2 - 3 m deep0.040l.m. / mh3 - 4 m deep0.030l.m. / mh4 - 5 m deep0.020l.m. / mhBack trenching with jack hammer0.070cu.m./ mhTrenching & backfill underground pipingusing excavated material - mechanical with backhoefrom 0 - 2 m deep0.800l.m. / mh2 - 3 m deep0.600l.m. / mh3 - 4 m deep0.400l.m. / mh4 - 5 m deep0.300l.m. / mhPlacing concreteSlab on fill0.200sq.m./ mhSlip form0.040sq.m./ mhFloor finish - unhardened1.000sq.m./ mhConcrete finish - hardened0.700sq.m./ mhInstallation of pre - moulded expansion joint1.000sq.m./ mhInstallation of water stop1.500l.m. / mhCaulking of slab joint5.000l.m. / mhWalls, beams, columns1.300sq.m./ mhSlab1.700sq.m./ mhAsphalting1.250sq.m./ mhMasonry work4" CHB laying1.250sq.m./ mh6" CHB laying1.250sq.m./ mh8" CHB laying1.250sq.m./ mhCoating & tool finish plaster0.600sq.m./ mhPlain cement plastering finish - synthetic & pebbles0.700sq.m./ mhMarble slab installation0.500sq.m./ mh" x 2" x 8" red bricks0.200sq.m./ mhCeramic glazed tiles0.190sq.m./ mhUnglazed tiles0.230sq.m./ mhFormwokrs installationNails on ground1.000sq.m./ mhNails above 10'0.850sq.m./ mhBoxes0.650sq.m./ mhColumns0.850sq.m./ mhSuspended slabs4" - 18"1.200sq.m./ mh18" - 36"0.800sq.m./ mh36" - up0.600sq.m./ mhFormwork fabrication1.860sq.m./ mhStripping of formworkNail on ground8.000sq.m./ mhNails above 10'1.550sq.m./ mhBoxes1.950sq.m./ mhColumns2.350sq.m./ mhSuspended slabs0 - 18"3.600sq.m./ mh18" - 36"2.400sq.m./ mh36" - up1.850sq.m./ mhGeneral stripping4.080sq.m./ mhReinforcing barsFabrication & installation10.000kgs / mhMetal workStructural steel10.000kgs / mhMiscellaneous metalFabricstion of anchor bolt10.000kgs / mhInstallation of anchor bolt3.000kgs / mhFabrication of embedded item7.000kgs / mhLaying of RCP - 8 men one team24" 16 pcs2.000l.m. / mh36" 10 pcs1.250l.m. / mh48" 6 pcs0.750l.m. / mhUnderground drainage piping laying6" concrete pipe0.400l.m. / mh12" concrete pipe0.250l.m. / mh15" concrete pipe0.230l.m. / mh18" concrete pipe0.220l.m. / mh30" concrete pipe0.120l.m. / mhCarpentry worksPlywood partition0.930sq.m./ mhPlywood ceiling0.700sq.m./ mhT&G flooring & siding14.000bd.ft. / mhCeiling framing5.500bd.ft. / mhSiding framing7.500bd.ft. / mhRoof framing4.130bd.ft. / mhFloor framing9.380bd.ft. / mhWood post8.750bd.ft. / mhTruss fabrication5.750bd.ft. / mhTruss erection5.000bd.ft. / mhGirts9.380bd.ft. / mhPlates15.000bd.ft. / mhPurlins7.500bd.ft. / mhFascia board4.380bd.ft. / mhCabinetsFraming7.500bd.ft. / mhboarding10.000bd.ft. / mhPlywood sheeting1.740bd.ft. / mhdoor0.930bd.ft. / mhPainting worksAnay paint3.480sq.m./ mhVarnishing2.320sq.m./ mhMetal worksG. I. roofing1.220sq.m./ mhG. I. gutter cut & shape6.250l.m. / mhG. I. gutter installation2.250l.m. / mhDownspout cut & shape3.380l.m. / mhDownspout installation7.500l.m. / mhBackfilling & waterproofing2.250sq.m./ mhPainting structural steel framing20.000mh/m tonFLAT BAR IN KILOSThicknessWidthLengthWeight1/8" ( 3 mm )1"20'3.870kgs2"7.730kgs3"11.600kgs4"15.460kgs5"19.330kgs6"23.200kgs" ( 6 mm )1"20'7.730kgs2"15.460kgs3"23.200kgs4"30.930kgs5"38.600kgs6"46.400kgs1/16" ( 2 mm )1"20'1.930kgs2"3.860kgs3"5.800kgs4"7.730kgs5"9.660kgs6"11.600kgs3/16" ( 4 mm )1"20'5.800kgs2"11.600kgs3"17.400kgs4"23.200kgs5"29.000kgs6"34.800kgs3/16" ( 9 mm )1"20'9.660kgs2"19.330kgs3"29.000kgs4"38.000kgs5"48.330kgs6"58.000kgs7/16" ( mm )1"20'13.530kgs2"27.060kgs3"40.600kgs4"54.130kgs5"67.660kgs6"81.200kgs9/16" ( 14 mm )1"20'17.400kgs2"34.800kgs3"52.200kgs4"69.600kgs5"87.000kgs6"104.440kgs3/8" ( 10 mm )1"20'11.600kgs2"23.200kgs3"34.800kgs4"46.400kgs5"58.000kgs6"69.600kgs5/8" ( 15 mm )1"20'19.330kgs2"38.660kgs3"58.000kgs4"77.330kgs5"96.660kgs6"116.000kgs7/8" ( 22 mm )1"20'27.060kgs2"54.140kgs3"81.200kgs4"108.270kgs5"135.330kgs6"162.400kgs" ( 12 mm )1"20'15.460kgs2"30.930kgs3"46.400kgs4"61.860kgs5"77.330kgs6"92.800kgsFORMULA : to obtain kilo of flat bar, sample : " x 8" x 20''1x 8 x 20 x 4902 x 12'12= 123.73 kilos'2.20Note : 490 is a factor for pounds as to obtain kilo, divide then sum by 2.20 & the answer is inkilo.WEIGHT OF BOLTS IN KILOSLgth (in)Dinmension1""3/8" "7/8"1"1 - 1/8"1 - "2"0.1440.245 0.3630.5240.7230.9781.2603"0.1690.285 0.4210.6010.8241.1061.4486"0.1940.324 0.4780.6780.9161.2331.5767"0.2190.364 0.5350.7551.0271.3611.7358"0.2450.403 0.5930.8521.1291.4891.8939"0.2700.443 0.6490.5091.2501.6172.05110"0.2950.482 0.7060.9861.3511.7442.20911"0.3000.522 0.7651.0631.4551.8722.36712"0.3460.561 0.8201.1401.5342.0002.52613"0.370.601 0.8771.2171.6362.1272.68414"0.400.640 0.9341.2941.7372.2552.042INCHES TO MILLIMETER CONVERSION TABLE1/16"=2 mm1/8"=3 mm3/16"=5 mm"=6 mm6/16"=6 mm3/8"=10 mm7/16"=11 mm"=12-13 mm9/16"=14 mm5/8"=16 mm11/16"=17 mm"=19-20 mm13/16"=21 mm7/8"=22 mm15/16"=24 mm1'=25 mm2"=50 mm3"=75 mm4"=100 mm5"=125 mm6"=150 mm7"=175 mm8"=200 mm9"=225 mm10"=250 mm13"=325 mm12"=300 mmBOLTS REQUIRED FOR TRUSSES8 pcs " bolts per splice2 pcs " bolts per end joint5 pcs " blots per ton joint1 pc " blots per intermediate o. c.2 pcs " blots per intermediate at top chordTABLE OF VALUES FOR STRENGTH OF CONCRETE( USING NORMAL PORTLAND CEMENT )IN PERCENTAGE OF 28 DAYS STRENGTH%'age of 28%'age of 28%age of 28DaysDay strengthDaysDay strengthDaysDay strgth117.130100.959110.20234.331101.660110.30344.432102.461110.40431.533103.062110.50534.534103.363110.60659.735103.864110.70764.136104.265110.80867.037104.866110.90970.538105.067110.901073.539105.568111.001177.040106.069111.001278.041106.370111.101381.242106.871111.101482.543107.072111.101585.044107.373111.201686.745107.574111.301788.046107.875111.401889.047108.076111.601991.048108.277111.702092.349108.578111.802193.550108.079111.902294.851109.080112.002395.852109.281112.002496.553109.482112.202597.454109.683112.302698.355109.684112.402799.156109.985112.5028100.057110.086112.5029100.458110.187112.60REBAR CONVERSION TABLE6 mm ( # 2 ) " 0.222 kgs. / m6.001.332kgs7.501.665kgs9.001.998kgs10.502.331kgs12.002.664kgs10 mm ( # 3 ) 3/8" 0.616 kgs. / m6.003.696kgs7.504.620kgs9.005.544kgs10.506.468kgs12.007.392kgs12 mm ( # 4 ) " 0.888 kgs. / m6.005.328kgs7.506.660kgs9.007.992kgs10.509.324kgs12.0010.656kgs16 mm ( # 5 ) 5/8" 1.579 kgs. / m6.009.474kgs7.5011.843kgs9.0014.211kgs10.5016.580kgs12.0018.948kgs20 mm ( # 6 ) " 2.466 kgs. / m6.0014.796kgs7.5018.495kgs9.0022.194kgs10.5025.893kgs12.0029.592kgs22 mm ( # 7 ) 7/8" 2.577 kgs. / m6.0015.462kgs7.5019.328kgs9.0023.193kgs10.5027.059kgs12.0030.924kgs25 mm ( # 8 ) 1" 3.854 kgs. / m6.0023.124kgs7.5028.905kgs9.0034.686kgs10.5040.467kgs12.0046.248kgs28 mm ( # 9 ) 1 - 1/8" 4.833 kgs. / m6.0028.998kgs7.5036.248kgs9.0043.497kgs10.5050.747kgs12.0057.996kgs32 mm ( # 10 ) 1 " 6.313 kgs. / m6.0037.878kgs7.5047.348kgs9.0056.817kgs10.5066.287kgs12.0075.756kgs36 mm ( # 11 ) 1 3/8" 7.991 kgs. / m6.0047.946kgs7.5059.933kgs9.0071.919kgs10.5083.905kgs12.0095.892kgsTHE WIRE FORMULAFor :# 16 tie wiretotal rebar kgs.= Total wire ( roll ) x 45 = in kilo'3,000For :# 12 tie wiretotal fromwork ( sq. m. )= Total wire ( roll )'2,000DECORSkgs. / ft.kgs / 20'150 x 50 x 2.30 mm1.5231.24150 x 50 x 3.20 mm2.0641.20100 x 75 x 3.20 mm2.85656.52CHANNELSkgs. / ft.kgs / 20'3/4.41.36437.284/5.42.50050.005/6.73.14560.906/3.25.72174.547/12.255.570111.4010/15.506.955139.10ANGLESkgs. / ft.kgs / 20'1" x 1" x 1/8"0.3641.201" x 1" x 3/16"0.53010.601" x 1" x "0.68013.601" x 1" x "0.87017.401" x 1" x 3/16"0.67013.401" x 1" x 1"0.4609.201" x 1" x "1.06021.201" x 1" x 3/16"0.82016.401" x 1" x 1/8"0.56011.201" x 1" x "1.26025.201" x 1" x 3/16"0.96019.201" x 1" x 1/8"0.1503.902" x 2" x 3/8"2.14042.802" x 2" x 5/16"1.78035.602" x 2" x "1.46029.202" x 2" x 3/16"1.11022.202" x 2" x 1/8"0.75015.002" x 2" x "3.50070.002" x 2" x 3/8"2.68053.602" x 2" x 5/16"2.27045.402" x 2" x "1.86537.302" x 2" x 3/16"1.40028.00UNEQUAL ANGLESkgs. / ft.kgs / 20'1" x 1" x "1.06021.201" x 1" x 3/16"0.82016.401" x 1" x 1/8"0.56011.202" x 1" x "1.16023.202" x 1" x 3/16"0.89017.802" x 1" x "1.28025.202" x 1" x 3/16"0.96019.202" x 1" x 1/8"0.65013.002" x 1" x 5/16"1.78035.602" x 1" x "1.45029.002" x 1" x 3/16"1.11022.202" x 2" x 3/8"2.41048.202" x 2" x 5/16"2.05047.002" x 2" x "1.65033.002" x 2" x 3/16"1.25023.003" x 2" x "3.86077.203" x 2" x 7/16"3.85069.003" x 2" x 3/8"3.00060.003" x 2" x 5/16"2.55051.003" x 2" x "2.05041.003" x 2" x "4.27085.403" x 2" x 7/16"3.77075.403" x 2" x 3/8"3.22065.403" x 2" x 5/16"2.77055.403" x 2" x "2.22744.543" x 2" x 1/20"3.50070.003" x 2" x 7/16"3.10062.003" x 2" x 3/8"2.68053.603" x 2" x 5/16"2.27045.403" x 2" x "1.86037.20CARPENTRY WORKSType of workMaterialCoverageColumnsform lumber33 bd.ft /.sq.m.Batterboardform lumber6.50 bd.ft. / sq.m.Pedestalform lumber9.0 bd.ft. / sq.m.Beamform lumber34.0 bd.ft. / sq.m.Concrete wallform lumber19.0 bd.ft. / sq.m.Slabform lumber25.0 bd.ft. / sq.m.Scaffoldingform lumber8.50 bd.ft. / sq.m.Curb & gutterform lumber36.0 bd.ft. / sq.m.Coneslabform lumber18.0 bd.ft. / sq.m.Sill & lintelgood lumber1.0 bd.ft. / sq.m.Baseboardgood lumber1.25 bd.ft. / sq.m.Flooring1" x 3" T&G16.66 pcs. / l.m.1" x 4" T&G11.77 pcs. / l.m.1" x 6" T&G7.87 pcs. / l.m.1" x 8" T&G5.34 pcs. / l.m.Sidings1" x 3" S - cut20.00 pcs. / l.m.1" x 4" S - cut13.16 pcs. / l.m.1" x 6" S - cut7.87 pcs. / l.m.1" x 8" S - cut5.95 pcs. / l.m.CEILING PARTITION & FORM WORKTotal area ( sq. m. ) =pcs of board 4' x 8'2.88Total area ( sq. m. ) =pcs of board 3' x 6'1.87LIGHT & HEAVY EQUIPMENTS CAPABILITY TABLEItemType of workCapabilityDozerclearing & grubbing180.00180 sq.m./ hr.clearing500.00180 sq.m./ hr.stripping200.00180 sq.m./ hr.excavating25.00cu.m./ hr.quarrying50.00cu.m./ hr.pushing3.00cu.m./ hr.Gradersub-grading300.00180 sq.m./ hr.spreading50.00cu.m./ hr.Payloaderloading50.00cu.m./ hr.Crane shovelloading50.00cu.m./ hr.Shift rollerstatic rolling (12 passes 15 cm. lift)45.00cu.m./ hr.vibratory rolling (4 passes15 cm lift)135.00cu.m./ hr.3W rollerstatic rolling (6 passes 20 cm. lift)34.00cu.m./ hr.Tractor drwn roller (1-D )vibratory rolling (6 passes2 m lift)240.00cu.m./ hr.Tanden rollerstatic rolling (6 passes 20 cm. lift)24.00cu.m./ hr.vibratory rolling72.00cu.m./ hr.(6 passes60 cm. lift)5-T dump truckhauling common borrow3.50cu.m./triphauling SBBC3.00cu.m./triphauling concrete batch class A3.00batch/trip214 -T dump truckhauling common borrow2.50cu.m./triphauling SBBC2.00cu.m./triphauling concrete batch class A2.00batch/tripBuggleshauling concrete mix6.00cu.ft./tripWheel borrowhauling aggregates2.50cu.ft./triphauling concrete mix1.75cu.ft./tripWater truckwatering1000.00180 sq.m./ hr.Asphalt distspraying asphalt prime coat300.00180 sq.m./ hr.16-S concerete mixermixing concrete12.00180 sq.m./ hr.Buck crushercrushing MSG30.00180 sq.m./ hr.Concrete vibratorvibrating concrete mix40.00180 sq.m./ hr.Concrete floor finisherfinishing concrete floor40.00180 sq.m./ hr.Scraper towed ( 12 cu.ydhauling ( head capacity )11.00cu.m./tripcapacity )Scraper tournapul 45Thauling ( head capacity )22.00cu.m./trip1 hectare = 2.471 acre1 acre = 0.4047 hectares1 acre = 43.56 sq. ft.HEAVY & LIGHT EQUIPMENTS FOR :1. CLEARING & GRUBBINGEquipmentRate & unit/hourUnitConditionHand tool125 mhacrelight clearing350 mhacremedium clearing1750 mhacreheavy clearingTractor 70 to 90 dump0.25 acremedium clearingdozerTractor 30 to dump0.50 acrepulling diskMover with tractor 302.0 acrecutting weeds & grassesdumpTractor 70 to 98 dump1.0 acrelight strippingdozer2. DRAINAGE DITCHESEquipmentUnitConditionDitching machine - wheel type1.50 cu.yd.sandy soil1.25 cu.yd.common earth75.0 cu.yd.hard / frozen earthDitching machine - ladder type50 cu.yd.sandy soil45 cu.yd.common earthShoe dragline 34 cu.yd.45 cu.yd.hard digging75 cu.yd.basing diggingMotorized grader450 cu.yd."V" ditchessandy soil300 cu.yd."V" ditchescommon earthGrader towed type300 cu.yd.common earthShovel at dragline 2 - cu.yd.125 cu.yd.hard digging200 cu.yd.easy digging3. EXCAVATIONEquipmentUnitConditionTractor 70 to 90 dbhp with single dozer130.0 cu.yd.50 ft. level haul, commonearth80 cu.yd.100 ft. level haul, commonearth50 cu.yd.200 ft. level haul, commonearthScraper Towed 8 cu.yd. With single dozer95.0 cu.yd.500 ft. level haul, commonearth80 cu.yd.600 ft. level haul, commonearth60 cu.yd.800 ft. level haul, commonearthMotorized scraper 12 cu.yd. With tractor87.93 cu.m.70 to 90 dbhp115 cu.yd.80 ft. level haul, commonearthPusher 68.81 cu.m.90 cu.yd.1000 ft. level haul, commonearth57.30 cu.m.75 cu.yd.2000 ft. level haul, common34.41 cu.m.earthShovel or dragline cu.m.45 cu.yd.hard digging57.35 cu.m.75 cu.yd.easy diggingShovel or dragline 2 cu.yd.125 cu.yd.hard digging 95.58 cu.m.152.92 cu.m.200 cu.yd.easy digging4. EMBANKMENTEquipmentUnitConditionTractor 70 to 90 dghp with single dozer300 cu.yd.spreading material229.38 cu.m.Rolller, sheepsfoot 2 drum250 cu.yd.9" loose layers191.15 cu.m.8 passesIn - line, towed by tractor200 cu.yd.9" loose layers152.92 cu.m.10 passes70 to 90 dbhp150 cu.yd.9" loose layers114.69 cu.m.12 passesPump, troiler, med., water distributor350cpmmoisture varies withmaterialsTowed type grader400 sq.yd.scarify & shapeMotorized grader400 sq.yd.scarify & shapeRoller, sheepsfoot 2 drum in-line towed650 sq.yd.60" layer, 8 passesby tractor70 to 90 dbhp540 sq.yd.60" layer, 10 passes450 sq.yd.60" layer, 12 passesRoller, road, tandem 5 to 8 tons1,000 sq.yd.3 mph, 5 passesRubberized roller with tractor 30 dbhp3,000 sq.yd.3 mph, 5 passesRotary tiller, tractor 30 dbhp1,750 sq.yd.6" depth, 3 mph,6 passesPump trailer, mounted water distributor350 gpmmoisture varies withmaterials5. BASE COURSE CONSTRUCTIONEquipmentUnitConditionTractor, 70 to 90 dbhp, with single300 cu.yd.spread materialsdozer, 229.38 cu.m.Motorized grader 152.92 cu.m.200 cu.yd.spread materialsMotorized grader 344.07 cu.m.450 cu.yd.sharing materialsRoller road, tandem 5 to 8 tons300 cu.yd.compacting gravelRubber type tractor roller 30 dbhp1500 cu.yd.compacting grade,10 passesRoller road, tandem 5 to 8 tons75 cu.yd.compacting macadamTrailer mounted pump, water distributor350 gpmmoisture varies withmaterials6. SURFACE TREATMENTEquipmentUnitConditionTractor sweeper 30 dbhp2,500 sq. yd.sweeping, compact base2,500 sq. yd.0.10gal / sq.yd. 24 ft.sprayTrailer mounted distributor1,250 sq.yd.0.10 gal / sq.yd. 24 ft.sprayConcrete spreader 20 to 25 ft.200 l.ft.capacity depnds on payerAggregate spreader, traction powered5,000 sq.yd.spreading coned aggregatesRoller, road tnadem 5 to 8 tons3,000 sq.yd.rolling aggregate 3 mph3 passesRubber-tired tractor roller 30dbhp3,000 sq.yd.rolling aggregate 5 mph5 passesTrailer mounted distributor1,250 sq.yd.0.20 gal / sq.yd. 24 ft.sprayMotorized grader150 sq.yd.mixed in place, 2 inbituminous materialsRotary tiller tractor 30dbhp100 cu.yd.mixing bituminous mat'lTravel -plant asphalt mixer120 tonsmixed in place by travelplantRoller, road tandem 6 to 8 tons1,500 sq.yd.rolling pavement, 3 mph6 passesRubber-tired tractor roller3,000 sq.yd.rolling pavement, 5 mph5 passesConcrete mixer 14 cu.ft.20 cu.yd1 batch every 3 minutes10 cu.yd1 batch every 3 minutes34 cu.ft.40 cu.yd1 batch every 1.75 minAsphalt finisher 12 ft.100 ton ft.finishing plant mix mat'lConcrete finisher 20 to 25 ft.200 l.ft.capacity depends on payer7. AGGREGATE PRODUCTIONEquipmentRate & unit/hourUnitConditionCrusher 2 units25 tons / hr15 tons1" screened aggregate20 tons1" screened aggregate30 tons1" screened aggregatecrusher 9 units150 tons / hr60 tons1" aggregate screenedmashed100 tons1" aggregate screenedmashed240 tons3" aggregate screenedmashedCompressor 105 cfm105 cfmat sea level90 cfm5,000 ft. above sea levelDrill, rock 350 lbs. class20 l.ft.1" hole mix 16 ft. deeprequires 40 to 60 cfm ofair45 lbs. class30 l.ft.1" hole mix 16 ft. deeprequires 70 to 90 cfm ofairBucket type leader type150 cu.yd.from stock pileRoller sheepsfoot250 cu.yd. / hr9" loose layer, 8 passes( 2 drums in line )200 cu.yd. / hr9" loose layer, 10 passes150 cu.yd. / hr9" loose layer, 12 passes8. SUBGRADE PREPARATIONEquipmentRate & unit/hourUnitConditionGrader - scarify & shape334.40 sq.m. / hr2.60 days7.0 surface / k.m.3.20 days9.0 surface / k.m.Road roller 5 - 8 tons83.16 sq.m. / hr100 sq.yd.7-9 surface / k.m, 3 mph1.10 days6 passes9. BASE COURSE CONSTRUCTION ( 10 cm thick )EquipmentRate & unit/hourUnitConditionGrader - spreading of153 cu.m. / hr day1.0 daymaterialsGrader - shoving of376 sq.m. / hr2.0 days3.0 dayssurfaceRaod roller 5 - 8 tonsconnecting gravel250 sq.m. / hr3.0 days3.70 daysconnecting ma-57.0 cu.m. / hr1.0 dayscadam (0.60 thk)cu.ft. x 0.02832 = cu.m.cu.yd. x 0.7646 = cu.m.10. CAPABILITIES OF MANUAL LABORUnitType of workCapability1 manexcavating loam or sand0.76cu.m. / hrexacavating clay or heavy soil0.61cu.m. / hrexcavating rock0.38cu.m. / hrbackfilling1.22cu.m. / hrspreading, tamping & grading2.09sq.m. / hrPlacing ascombre fill4.78cu.m. / hrplacing binders9.46cu.m. / hrclearing undergrowth & tree 12" 20.00sq.m. / hrclearing undergrowth & small bush40.00sq.m. / hrteam ( 8 men )laying of 24" rcp16 pipes / 8 hrslaying of 36" rcp10 pipes / 8 hrslaying of 48" rcp6 pipes / 8 hrsTABLE - I : POL - CONSUMPTION OF ORDINANCEEQUIPMENTSFuelOE30GO90GAAItemtype of fuel( 9 liters )( gal )( gal )( lb )Utility truck T, 4' x 4'gasoline0.140.0012-0.0025Truck, T, 4' x 4'gasoline0.280.0012-0.0037Truck, 11/T, 4' x 4'gasoline0.330.0025-0.0061Truck, 11/T, 6' x 6'gasoline0.330.0025-0.0050Truck, 22/T, 6' x 6'gasoline0.430.0025-0.0075Trk, wrecker, 4 T, 6' x 6'gasoline0.800.0037-0.0120Dump truck , 5 Tgasoline0.950.01620.01000.0166Truck, 5 T, 6' x 6'gasoline0.800.0050-0.0132Truck, medium wrecker,gasoline0.900.0050-0.00625 T, 6' x 6'Primemover truck, 6 Tgasoline1.080.0062-0.0012Primemover truck, 7 Tgasoline0.950.0062-0.0112Tractor truck, 5 - 6 Tgasoline0.800.0150-0.0075( 10 ) semi trailerTruck cranegasoline1.610.0030-0.0087Tractor truck, 12 Tgasoline2.370.01120.00370.0162TABLE - II : POL - CONSUMPTION OF ENGINEERINGEQUIPMENTSFuelOE30GO90GAAItemtype of fuel( 9 liters )( gal )( gal )( lb )Earthe augergasoline10.000.030.030.06Air compressor, 15 cfmgasoline2.300.02--Air compressor, 210 cfmgasoline20.000.040.030.05Air compressor, 312 cfmdiesel15.000.01-0.04Crane, cu.yd.gasoline15.000.060.030.05Crushing plant, 3 units,gasoline7.500.530.350.2550 T / hrdiesel20.00---Ladder type ditchinggasoline20.000.060.090.01machineBituminous distributor,gasoline15.500.040.030.05Water distributor, 1000gasoline15.500.040.030.05gal. capacityPercussion drillgasoline10.000.03-0.06Electric gen, sets-5 KWgasoline13.00-0.03-Electric gen, sets-15 KWgasoline11.000.05--Electric weldergasoline5.00---Road motorized graderdiesel15.000.050.030.06Asphalt heatergasoline22.001.00--diesel10.000.02-0.02Asphalt kettle, 185 gal.diesel75.000.02-0.03Bucket loaderdiesel20.000.040.030.06Fabricatorgasoline38.000.02-0.01Concrete mixer, 16 Sgasoline76.000.03-0.03Pump centrifugal, 340gasoline3.000.030.030.04GPURaod roller, 3 W lotgasoline15.000.030.030.03Road tandem rollergasoline13.000.030.030.01Pneumatic roller, 50 Tgasoline---0.03Pneumatic roller, 13 Wgasoline---0.03Sheepfoot towed roller,gasoline---0.03Roates, 3 tooth, H - 5gasoline---0.03Scraper, towed, cu.yd.gasoline---0.05Scraper, towed, 18 cu.yd.gasoline---0.06Shop equipment, trzd.gasoline6.000.020.030.05Tool set Nr 3 sher shopgasoline23.000.02--11 KW gen.Tractor dozer L- 7,diesel2.500.010.070.05D - 8, D - 6