RR2-SECTION 1

COMPAREyearIndexIndex20021.0391.03920031.0311.03120041.0781.07820051.0831.08320061.0751.07520071.0831.08320081.22971.24520091.14471.19Contrac 11.55051.5698Contrac 21.79041.8127Contrac 31.7904Contrac 41.33181.8127Contrac 51.22971.3483Contrac 61.33181.3483APPENDIX 2 : COMPARISON OF RATESBILL No 1 : GENERAL1.13Pay ItemHng mcDescriptionUnitMOC RATEContract 1 : Vanh Dai1 ProjectContract 2 : Bach Mai ProjectContract 3 : Tay Son ProjectContract 4 : Nhat Tan Brigde Project 34 monthsContract 5 : NH39 Project - Thai Binh(2008)Contrac 6 : FS(VND)year 2005CPI INDEX = 1.5505year 2002CPI INDEX = 1.7904year 2002CPI INDEX = 1.7904year 2007CPI INDEX = 1.3318year 2008CPI INDEX = 1.2297year 2007CPI INDEX = 1.3318Section 01010 - General RequirementsCng vic chung theo yu cu01010-1Ti liu trnhContractor SubmissionsLS0.015,593,00027,918,18647,700,00085,403,54601010-2Ri cc v vch tuyn ngoi thc aSetting Out and StakingLS0.028,482,68850,996,27923,850,00042,701,77301010-3Huy ng cng trngMobilizationLS0.0953,812,8691,478,862,267483,068,400864,900,510415,500,000743,923,9708,431,792,55411,229,167,05401010-4Thi cng v phn chia dng ncWorking and Dealing with Water FlowsLS0.01,911,327,3192,963,463,74126,082,72046,699,30452,470,00093,943,90101010-5Chp nh thi cng bo coConstruction PhotographsLS0.0382,265,464592,692,74840,710,00072,888,43547,700,00085,403,54655,467,89577,076,02401010-6Bin Thng tin v d n kch thc 1.5*3mProject Information Signs 1.5mx3meach0.050,000,00077,523,7114,402,0467,881,5593,339,0005,978,2486,439,7518,948,42701010-7Bo tr h thng thot nc hin tiMaintenance of Existing DrainageLS0.0191,132,732296,346,37418,862,56833,772,12223,850,00042,701,7730.001010-8Kho st v iu tra vi a k thut cho k sSurveys and Geotechnical Investigations for the EngineerPS0.00.020,988,00037,577,5601,214,529,8441,687,663,305Section 01110 - Engineer's Facilities0.00.00.0Phng tin cho k s0.00.00.001110-1Thit b, bn gh v dch v cho k s vn phngEquipment, Furnishings and Services - Engineers Site OfficeLS0.01,250,106,0751,938,257,2460.08,443,448,75011,244,690,369998,400,0001,387,337,70201110-2Thu phng tin cho k sRental of Engineers VehicleLS0.01,301,578,2312,018,063,4970.0576,000,000800,387,13601110-3Phng tin cho k s : 2 xe mayEngineers Vehicles: Motor Cycles (2 units)LS0.00.00.0187,696,000260,815,04101110-4B sung nhn s cho k s - 1 th k v 1 phin dchEngineers Supplementary Staff- 1 Secretary/translatorLS0.00.00.00.0Section 01200 - Drawings and Other Submittals0.00.00.0Bn v v cc trnh khc0.00.00.001200-1Bn v v trnhDrawings and SubmittalsLS0.00.061,801,320110,650,98333,390,00059,782,4823,227,690,1894,298,525,147620,265,639861,896,942Section 01300 - Schedule of Works0.00.00.00.0Lp k hoch cng vic0.00.00.00.001300-1Lp k hoch cng vicSchedule of WorksLS0.00.012,390,00022,183,43719,080,00034,161,4180.0Section 01400 - Monthly Progress Reports0.00.00.00.0Lp bo co v tin cng vic tng thng0.00.00.00.001400-1Lp bo co tin cng vic tng thngMonthly Progress ReportLS0.00.024,780,00044,366,87417,172,00030,745,2770.0Section 01500 - Project Safety0.00.00.00.0An ton cho d n0.00.00.00.001500-1An ton cho d nProject SafetyLS0.0611,624,748948,308,40652,215,00093,487,34176,320,000136,645,6741,751,750,0002,332,919,5140.0Section 01600 - Maintenance of Traffic0.00.00.00.00.00.01,322,539,2941,837,749,024Bo tr giao thng0.00.00.001600-1Bo tr v m bo giao thngMaintenance and Protection of TrafficLS0.01,529,061,8522,370,770,98862,088,905111,165,88585,860,000153,726,3831,837,749,024Section 01700 - Environmental Control0.00.00.0Kim sot mi trng0.00.00.001700-1Kim sot mi trngEnvironmental ControlLS0.00.013,166,47223,573,65617,172,00030,745,277Section 01800 - Quality Control0.00.00.0Kim tra cht lng0.00.00.001800-1Qun l cht lng nh thuContractor Quality ControlLS0.01,529,061,8552,370,770,99213,166,47223,573,65647,700,00085,403,546BILL No 2: SITE WORKSPay ItemHng mcDescriptionUnitMOC RATEContract 1 : Vanh Dai1 ProjectContract 2 : Bach Mai ProjectContract 3 : Tay Son ProjectContract 4 : Nhat Tan Brigde Project 34 monthsContract 5 : NH39 Project - Thai Binh(2008)Contrac 6 : FS(VND)year 2005CPI INDEX = 1.5505year 2002CPI INDEX = 1.7904year 2002CPI INDEX = 1.7904year 2007CPI INDEX = 1.3318year 2008CPI INDEX = 1.2297year 2007CPI INDEX = 1.3318Section 02100 -Site Clearing0.0Dn dp cng trng0.002100-1Dn dp v o b gc cyClearing and Grubbing10m20.050,12277,71350,00089,5220.0226,850302,1113,3254,62047,85263,72702100-2Di chuyn cc cy ng knh nh nht 200mmRemove Existing Trees (min.dia.200 mm)each0.028,46844,139154,950277,427190,800341,61487,914117,0810.0Section 02200 - Demolition and Removal of Existing Structures and Obstructions0.00.0Ph hu v di chuyn cu trc v chng ngi vt ra ngoi0.00.002200-1Di chuyn xy v cu trc b tngRemoval of masonry or concrete structuresLS0.0199.832(m3)309,8345,304,2409,496,874111,403,152148,362,830284.168 (m3)394,86902200-2Di chuyn cng trnh thot nc (h ga loi 1)Removal of Drainage Structureseach0.01.205.442(L.m)1,869,007136,124243,721146,916263,0430.0170,291229,60902200-3Di chuyn va h v rnh thot nc hin huRemoval of existing curbs and gutter1m0.012,94720,0740.033,39059,78212,20316,25212,79417,25102200-4Di chuyn mt ng hin huRemoval of existing pavementm20.099,916154,91729,21352,30435,76464,03341,17354,8330.002200-5Di chuyn bin bo hiu giao thngRemoval of traffic signseach0.00.041,78474,8110.0418,885557,856100,000134,83402200-8Di chuyn b tng v va h lt gch hin huRemoval of existing concrete and brick sidewalkssq m0.07,50411,63512,74422,81817,17230,74510,84714,4464,2115,678Section 02310 - Protection of Existing Utilities0.00.00.0Bo v cc h thng ph tr hin hu0.00.00.002310-1Bo v h thng ph trProtection of UtilitiesLS0.00.059,107,000105,826,989125,928,000225,465,361BILL No 3: EARTHWORKSPay ItemHng mcDescriptionUnitMOC RATEContract 1 : Vanh Dai1 ProjectContract 2 : Bach Mai ProjectContract 3 : Tay Son ProjectContract 4 : Nhat Tan Brigde Project 34 monthsContract 5 : NH39 Project - Thai Binh(2008)Contrac 6 : FS(VND)year 2005CPI INDEX = 1.5505year 2002CPI INDEX = 1.7904year 2002CPI INDEX = 1.7904year 2007CPI INDEX = 1.3318year 2008CPI INDEX = 1.2297year 2007CPI INDEX = 1.3318Section 03100 - Common Excavation03100-1o tCommon Excavationm30.050,12277,71342,29975,73345,26481,04287,842116,98529,70441,276Section 03700 - Granular Backfill0.00.00.00.0p t hon tr ht nh0.00.00.00.003700-1p t hon tr ht nhGranular Back-fillm30.07,23811,2220.00.039,11054,345Section 03960 - Aggregate Base and Sub-base0.00.00.00.0Cp phi Base v Sub base0.00.00.00.003960-1Cp phi subbaseAggregate Subbasem3269,137185,546287,6840.0200,839267,4700.003960-2Cp phi baseAggregate Basem3312,384183,557284,600173,562310,751221,397396,396210,195279,930250,476348,052Section 03970 - Lean concrete base0.00.00.003970-1Lp mng b tng ngho loi GLean concrete basem30.00.00.0Section 03980 - Geo-textile0.00.003980-1Geo-textilem20.019,03429,51217,25523,977BILL No 4: DRAINAGE WORKSPay ItemHng mcDescriptionUnitMOC RATEContract 1 : Vanh Dai1 ProjectContract 2 : Bach Mai ProjectContract 3 : Tay Son ProjectContract 4 : Nhat Tan Brigde Project 34 monthsContract 5 : NH39 Project - Thai Binh(2008)Contrac 6 : FS(VND)year 2005CPI INDEX = 1.5505year 2002CPI INDEX = 1.7904year 2002CPI INDEX = 1.7904year 2007CPI INDEX = 1.3318year 2008CPI INDEX = 1.2297year 2007CPI INDEX = 1.3318Section 04300 - Culverts and Concrete DrainsCng v thot nc bng b tng04300-1Cng trn b tng ct thp d=40cmReinforced Concrete Pipe Culvert - 40cmlm0.0898,9061,393,731794,4671,422,438510,834914,6131,173,1931,562,41704300-2Cng trn b tng ct thp d=50cmReinforced Concrete Pipe Culvert - 50cmlm0.00.00.01,373,8951,829,70504300-3Cng trn b tng ct thp d=60cmReinforced Concrete Pipe Culvert - 60cmlm0.00.00.01,520,8202,025,37504300-4Cng trn b tng ct thp d=125cmReinforced Concrete Pipe Culvert - 125cmlm0.00.004300-5Cng trn b tng ct thp d=150cmReinforced Concrete Pipe Culvert - 150cmlm0.00.004300-6Cng hp b tng ct thp 75x75cmReinforced Concrete Box Culvert 75x75cmlm0.00.004300-7Cng hp b tng ct thp 100x100cmReinforced Concrete Box Culvert 100x100cmlm0.00.004300-8Cng hp b tng ct thp 125x125cmReinforced Concrete Box Culvert 125x125cmlm0.00.004300-9Cng hp b tng ct thp 150x150cmReinforced Concrete Box Culvert 150x150cmlm0.00.004300-10Cng hp b tng ct thp 200x200cmReinforced Concrete Box Culvert 200x200cmlm0.00.004300-11Tng u cng hp 75x75cmBox culvert headwall 75x75cmeach0.00.004300-12Tng u cng hp 100x100cmBox culvert headwall 100x100cmeach0.00.004300-13Tng u cng hp 125x125cmBox culvert headwall 125x125cmeach0.00.004300-14Tng u cng hp 150x150cmBox culvert headwall 150x150cmeach0.00.004300-15Tng u cng hp 200x200cmBox culvert headwall 200x200cmeach0.00.0Section 04310 - Drainage Structures0.00.0Kt cu Cng trnh thot nc0.00.004310 - 1H thu nc loi CB1Catch Basin Type CB1each0.06,265,5629,714,5924,957,1458,875,4265,813,62410,408,89104310 - 2H thu nc loi CB2Catch Basin Type CB2each0.00.00.00.004310 - 3H thu nc loi CB3Catch Basin Type CB3each0.09,144,83814,178,8360.00.004310 - 4H thu nc loi CB4Catch Basin Type CB4each0.00.00.00.004310 - 5H thu nc loi CB5Catch Basin Type CB5each0.00.00.004310 - 6Ging thm loi MH1Manholes Type MH1each0.00.07,739,47913,857,0017,739,47913,857,00104310 - 7Ging thm loi MH2Manholes Type MH2each0.00.00.004310 - 8Ho tiu nc 200x300cmTrench drain, 200cmx300cmlm0.0802,5061,244,2650.004310 - 9Ho tiu nc 125x125cmTrench drain, 125cmx125cmlm0.00.00.00.0Section 04320 - Improvements of Existing Drainage System0.0Ci to h thng thot nc hin hu0.004320-1Np y bng b tngConcrete drainage coversm20.004320-2Cng thot nc bng b tng trn va hConcrete curb inletseach0.004320-3Khi thng rnh thot nc, ng thot nc v cngCleaning of existing drainage ditches, drainage pipes and culvertslm345,87604320-4Khi thng h thu nc v ging thm hin huCleaning of existing catch basins and manholeseach207,52504320-5t li cng trnh tiu nc loi1Reset drainage structure, Type 1each0.004320-6t li cng trnh tiu nc loi2Reset drainage structure, Type 2each0.004320-7t li ho tiu ncReset trench drainlm0.004320-8Np y bng gang (h thu)Cast Iron Drainage Coverseach0.01,396,0302,499,4951,717,2003,074,52804320-9Khi phc ging thu nc maRehabilitation of Catch Piteach0.0BILL No 5: ASPHALT PRODUCTS AND PAVEMENTSPay ItemHng mcDescriptionUnitMOC RATEContract 1 : Vanh Dai1 ProjectContract 2 : Bach Mai ProjectContract 3 : Tay Son ProjectContract 4 : Nhat Tan Brigde Project 34 monthsContract 5 : NH39 Project - Thai Binh(2008)Contrac 6 : FS(VND)year 2005CPI INDEX = 1.5505year 2002CPI INDEX = 1.7904year 2002CPI INDEX = 1.7904year 2007CPI INDEX = 1.3318year 2008CPI INDEX = 1.2297year 2007CPI INDEX = 1.3318Section 05100 - Prime Coat05100-1Lp nnPrime Coatm20.010,54218,87511,37120,35911,39015,169Section 05200 - Tack Coat0.00.00.005200-1Lp dnh bmTack Coatm20.06,57410,1934,4057,8864,7618,5246,8619,1379,00512,513Section 05300 - Asphalt Concrete0.00.00.00.00.005300-1B tng atphan lp mt 3cmAsphalt Concrete Surface Course 3cmm20.068.858 (5cm)106,763115,877207,47057,437102,83770,40693,76473,000101,43805300-2B tng atphan lp mt 7cmAsphalt Concrete Surface Course 7cmm20.00.00.0124706-7cm0.005300-3B tng atphan lp mt (nhum mu) 3cmAsphalt Concrete Surface Course (colored)-3cmm20.00.00.00.005300-4B tng atphan lp di 10cmAsphalt Concrete Binder Course 10cmm20.084.388(7cm)130,84180,319143,805120,704216,112226,705315,02005300-5B tng atphan lp san phng dy 3cm (b vnh)Asphalt Concrete Leveling Course - 3cm av. thickm3Section 05550 - Milling of Existing AC Pavement05550-1Co bc su 30mmMilling, 30 mm Depthm2Section 05600 - AC Pavement Repairs05600 -1V b mtSkin Patchm205600-2V baseBase Patchm205600-3V suDeep Patchm2Section 05700 - Brick Pavers05700 - 1Lt va hBrick Paversm2BILL No 6: CONCRETE & CONCRETE STRUCTURESPay ItemHng mcDescriptionUnitMOC RATEContract 1 : Vanh Dai1 ProjectContract 2 : Bach Mai ProjectContract 3 : Tay Son ProjectContract 4 : Nhat Tan Brigde Project 34 monthsContract 5 : NH39 Project - Thai Binh(2008)Contrac 6 : FS(VND)year 2005CPI INDEX = 1.5505year 2002CPI INDEX = 1.7904year 2002CPI INDEX = 1.7904year 2007CPI INDEX = 1.3318year 2008CPI INDEX = 1.2297year 2007CPI INDEX = 1.3318Section 06100 - Concrete06100-1B tng loi AClass A Concretem306100-2B tng loi BClass B Concretem306100-3B tng loi CClass C Concretem306100-4B tng loi DClass D Concretem30.01,926,8302,987,500529,610948,2301,489,6791,983,90306100-5B tng loi EClass E Concretem30.006100-6B tng loi FClass F Concretem30.006100-7B tng loi GClass G Concretem3799,5941,239,75006100-8B tng loi PClass P Concretem30.0Section 06400 - Reinforcing Steel0.006400-1Ct thp - c gReinforcing Steel Deformed Barskg0.019,14425,49506400-2Ct thp - trnReinforcing Steel Plain Barskg0.010,57616,398Section 06500 Portland Cement Concrete Pavement06500-1Mt b tng xi mng Polng 25cmPCC Pavement - 25cmm20.0209,628282,648.96BILL NO 7: MISCELLANEOUS WORKSPay ItemHng mcDescriptionUnitMOC RATEContract 1 : Vanh Dai1 ProjectContract 2 : Bach Mai ProjectContract 3 : Tay Son ProjectContract 4 : Nhat Tan Brigde Project 34 monthsContract 5 : NH39 Project - Thai Binh(2008)Contrac 6 : FS(VND)year 2005CPI INDEX = 1.5505year 2002CPI INDEX = 1.7904year 2002CPI INDEX = 1.7904year 2007CPI INDEX = 1.3318year 2008CPI INDEX = 1.2297year 2007CPI INDEX = 1.3318Section 07300 - Ceramic TileLt gch07300-1Lt gch gm trang trDecorative Ceramic Tilesm207300-2Lt gch gm bi xe 2 bnh trn va h lt gch xi mngCeramic 2W Parking on sidewalk cement tileslmLt gch gm bi xe 2 bnh trn va h lt gch Ceramic 2W Parking on sidewalk baked clay tileslmSection 07350 - Surface FinishingHon thin b mt07350-1Lt gch gmCeramic Tilesm207350-2 hoaMarblem207350-3 phinSlatem2Section 07400 Road SignsBin bo hiu trn ng07400-1Bin tam gicWarning Signseach0.01,019,6211,580,896502,014898,821744,1201,332,2951,090,5371,470,40907400-2Bin trnRegulatory Signeach0.01,220,6871,892,644606,4891,085,877906,3001,622,667879,2991,185,58907400-3Bin thng tinInformation and Guidance Signm20.02,319,0173,595,5761,394,5762,496,8921,860,3003,330,7381,283,9801,709,9600.007400-4Tr h thng iu kin miReset signs on new postseach0.00.007400-5Bng iu khin khng cn tr Reset signs without postseach0.00.0Section 07505 - Pedestrian Handrailing0.00.0Lan can bo v cho ngi i b0.00.007505-1Lan can cho ngi i bPedestrian Hand Railinglm0.0574,539890,808201,484360,743319,722431,09207505 -2Lan can di ng cho ngi i bRemovable Pedestrian Hand Railinglm0.00.061,55883,001Section 07600 - Pavement Markings0.00.00.0Sn mt ng0.00.00.007600-1Sn phn quang mt ng loi 1.1Reflective Pavement Markings, Type 1.1lm0.013,20020,46610,91019,5336,14611,00412,23316,49407600-2Sn phn quang mt ng loi 1.2Reflective Pavement Markings, Type 1.2lm0.026,40040,93321,82039,06712,29022,00424,46632,98907600-3Sn phn quang mt ng loi 1.3Reflective Pavement Markings, Type 1.3lm0.00.00.00.007600-4Sn phn quang mt ng loi 1.4Reflective Pavement Markings, Type 1.4lm0.00.012,23316,49407600-5Sn phn quang mt ng loi 1.5Reflective Pavement Markings, Type 1.5lm0.03,3005,1172,7274,8832,4584,4013,6704,94807600-6Sn phn quang mt ng loi 1.6Reflective Pavement Markings, Type 1.6lm0.09,90015,3500.00.007600-7Sn phn quang mt ng loi 1.12Reflective Pavement Markings, Type 1.12Lm0.052,80081,86543,64078,13424,58144,01107600-8Sn phn quang mt ng loi 1.14Reflective Pavement Markings, Type 1.14m20.00.0109,099195,33561,452110,02607600-9Sn phn quang mt ng loi 1.16 (o)Reflective Pavement Markings, Type 1.16m20.00.0109,099195,3350.007600-10Sn phn quang mt ng loi 1.17Reflective Pavement Markings, Type 1.17m20.00.00.00.007600-11Sn phn quang mt ng loi 1.18Reflective Pavement Markings, Type 1.18m20.00.061,452110,02661,452110,02607600-12Din tch sn mt ng(phn tuyn)Area Reflective Pavement Markingsm20.00.00.0Section 07650 - Reflective Pavement Studs0.00.00.007650-1inh phn quangReflectorized Pavement Studseach124,248192,6430.00.0Section 07910 - Sidewalk0.00.00.0L ng0.00.00.007910 - 1B tng c sn tm l ng v gii phn cch giaPrecast concrete sidewalks and median slabsm20.00.00.0221,692295,24279,151106,722dai dan huong07910 - 2B va gii phn cch gia v va h bng b tng ti chCast-insitu concrete sidewalks and median slabsm20.00.007910 - 3Gch lt va hInterlocking concrete block sidewalksm20.0138,060214,05853,27495,383140,321251,23507910 - 4Gch t nung va hRed clay tile sidewalksm20.00.007910-5Tng bin ng i bWalkway Edge Wallslm0.00.007910 - 6ng dc dnh cho ngi tn ttDeep Gutter Section Handicap Rampsunit0.00.007910 - 7Li ln xung dnh cho ngi khuyt tt (loi 1)Handicap ramp type 1unit0.00.03,241,0000.0co tam vuot bang gang07910 - 8Li ln xung dnh cho ngi khuyt tt (loi 2)Handicap ramp type 2unit0.00.00.007910 - 9Li ln xung dnh cho ngi khuyt tt (loi 3)Handicap ramp type 3unit0.00.00.0Section 07920 - Concrete Curb and Gutter0.00.0Rnh v b va bng b tng0.00.007920 - 1B tng va h loi AConcrete Curb, Type Alm0.079,903123,88844,28279,28456,717101,548194,513259,046119,593161,25107920 - 2B tng va h loi BConcrete Curb, Type Blm0.041,44074,1960.00.00.007920- 3B tng va h loi CConcrete Curb, Type Clm0.00.00.078,720140,9430.0103,267139,23807920 - 4B tng va h loi DConcrete Curb, Type Dlm0.00.032,27157,78035,32463,24593,317124,276132,224178,28207920 - 5B tng rnh 500x300x50Concrete Gutterlm0.028,31243,89720,74737,14733,94060,76753,84571,70907920- 6Sn b vaCurb Markingsm20.00.0109,099195,3350.007920- 7B va Barrie bng b tngConcrete NMV Barrier Curblm0.007920- 8Khi phc li b vaReset Existing Barrier Curblm0.007920-9B tng b va Barrier loi EXConcrete Barrier Curbs, Type EXlm0.007920-10Khi phc b va Reset Stone Curbinglm0.007920-11B va Stone Curbinglm0.007920-12Rnh Stone Gutterlm0.007920-13B va thng ng di ngRemovable Vertical Curblm0.007920-14B va dc di ngRemovable Sloping Curblm0.0BILL NO 8: LIGHTING AND ELECTRICAL WORKSPay ItemHng mcDescriptionUnitMOC RATEContract 1 : Vanh Dai1 ProjectContract 2 : Bach Mai ProjectContract 3 : Tay Son ProjectContract 4 : Nhat Tan Brigde Project 34 monthsContract 5 : NH39 Project - Thai Binh(2008)Contrac 6 : FS(VND)year 2005CPI INDEX = 1.5505year 2002CPI INDEX = 1.7904year 2002CPI INDEX = 1.7904year 2007CPI INDEX = 1.3318year 2008CPI INDEX = 1.2297year 2007CPI INDEX = 1.3318Section 08100 - Lighting and Electrical WorksCng tc n v in chiu sng08100-1Dy dn thp bc cp 110mmSteel Conduit for cable, 110mmlm08100-2Dy dn thp bc cp 100mmSteel Conduit for cable, 100mmlm08100-3Dy dn thp bc cp 80mmSteel Conduit for cable, 80mmlm08100-4Dy dn thp bc cp 50mmSteel Conduit for cable, 50mmlm08100-5Hp cp b tng v np y bng gangConcrete junction box with cast iron covereach0.02,950,0384,573,9582,770,5434,960,4663,339,0005,978,2487,000,0009,438,34508100-6ng ng cp ngm (di ng)Duct bank 4x100mm (under roadway)lm0.0100,438155,727124,009222,030173,628310,869571,846771,04008100-7ng ng cp ngm (di l ng)Duct bank 4x100mm (under sidewalk)lm0.0104,073161,363107,326192,161138,330247,670571,846771,04008100-8ng ng cp ngm (gia ng)Duct bank 4x100mm (under mediam)lm0.0104,073161,363107,326192,161138,330247,6700.0BILL No 9: LANDSCAPINGPay ItemHng mcDescriptionUnitMOC RATEContract 1 : Vanh Dai1 ProjectContract 2 : Bach Mai ProjectContract 3 : Tay Son ProjectContract 4 : Nhat Tan Brigde Project 34 monthsContract 5 : NH39 Project - Thai Binh(2008)Contrac 6 : FS(VND)year 2005CPI INDEX = 1.5505year 2002CPI INDEX = 1.7904year 2002CPI INDEX = 1.7904year 2007CPI INDEX = 1.3318year 2008CPI INDEX = 1.2297year 2007CPI INDEX = 1.3318Section 09105 - GrassingTrng c09105-1C l treOplismenus compositusm20.018,69728,98933,87460,65052,47093,94409105-2Ru Altherneauthera aneabilism20.056,08386,95548,71487,22063,918115,865Section 09200 - Top Soiling0.00.0t phn trn cng0.00.009200-1Xp t v lm t mtFurnishing and placing Topsoilm30.0149,885232,39391,759164,288Section 09250 - Landscaping0.009250 -1Trng cy Liu cao 2-2.5mSalix babilonica linn (Liu ) 2.0 - 2.5m highNos0.009250 -2Trng cy Long no cao 4mCinamomum camphora n.et.e (Long no)- 4.0m highNos0.009250 -3Trng cy mng b tm cao 2-2.5mBauhinia purpureaes (Mng b tm) 2.0- 2.5m highNos0.009250 -4Trng cy Mung en cao 2.0-2.5mCassia siamea lamk (Mung en) 2.0 - 2.5 m highNos0.009250 -5Trng cy Tng thp cao 1.2-1.5mSapina chinensis (Tng thp) 1.2 - 1.5m highNos0.009250 -6Trng cy Rm bt cao 0.8mHibiscus rosa (Rm bt) 0.8m highNos0.009250 -7Trng cy Mu n cao 0.5mIxora coccinea (Mu n) 0.5m highNos0.009250 -8Trng cy Vng anh cao 0.4mCodiacum variegatum (Vng anh) 0.4m highNos0.009250 -9Trng cy Trc o - cao 1.0mNerium indicum mill (Trc o ) 1.0m highNos0.009250-10Trng cy Ngu ct xn trn cao 0.8mAglaia odorata (Ngu ct xn trn) 0.8m highNos0.009250-11Trng cy Ngu cao 0.5mAglaia odorata (Ngu) 0.5m highNos0.009250-12Trng cy C tng cao 0.4mCroton deldyi gagn (C tng) 0.4m highNos0.009250-13Trng cy Huyt d cao 1.0mDraecena angustifolia wall (Huyt d) 1.0m highNos0.009250-14Trng cy Da tm cao 0.3mRhodeo discolor (Da tm) 0.3m highNos0.009250-15Trng cy L trng cao 0.3mSingonium podophilum (L trng) 0.3m highNos0.009250-16Trng cy Ta t cnh cao 0.3mColeus blunei (Ta t cnh) 0.3m highNos0.009250-17Trng cy Cm t mai cao 0.2mCuphea hyssopfolia (Cm t mai) 0.2m highNos0.009250-18Trng cy Bng n cao 0.2mSerissa foetida (Bng n) 0.2m highNos0.009250-19Trng cy Thanh to cao 0.3mGendorussa vulgaris (Thanh to) 0.3m highNos0.009250-20Trng Chu cy -500x500x350mmPlanting pot (Chu cy) (500 x500 x350)mmNos0.009250-21Trng Chu cy d=600mmPlanting pot (Chu cy) ( 6 00mm)Nos0.0BILL No 10: DAYWORKSPay ItemHng mcDescriptionUnitMOC RATEContract 1 : Vanh Dai1 ProjectContract 2 : Bach Mai ProjectContract 3 : Tay Son ProjectContract 4 : Nhat Tan Brigde Project 34 monthsContract 5 : NH39 Project - Thai Binh(2008)Contrac 6 : FS(VND)year 2005CPI INDEX = 1.5505year 2002CPI INDEX = 1.7904year 2002CPI INDEX = 1.7904year 2007CPI INDEX = 1.3318year 2008CPI INDEX = 1.2297year 2007CPI INDEX = 1.3318Section 01910-1 LabourNhn cngNO COMPARABLE RATENO COMPARABLE RATENO COMPARABLE RATENO COMPARABLE RATENO COMPARABLE RATENO COMPARABLE RATE01910-1.1Gim st (nhn cng bc 4.5-5.0)Supervisor (Labor Grades 4.5 - 5.0)Hour24,03801910-1.2Lao ng lnh ngh (nhn cng bc 3.2-4.0)Skilled Labor (Labor Grades 3.2 4.0)Hour161,56401910-1.3Lao ng t do (nhn cng bc 2.0-3.0)Unskilled Labor (Labor Grades 2.0 3.0)Hour149,518Section 01910-3 - EquipmentMy mc, thit b01910-3.1My o 0.8m3Exacavator (cap. 0.8 m3)Hour259,12501910-3.2My o 1.25m3Exacavator (cap. 1.25 m3)Hour335,87701910-3.3My i 110cvBulldozer 110 HPHour199,96701910-3.4My san t hnh 108cvMotor Grader 108 HPHour225,14301910-3.5My m bn 1.0kwPlate Vibrator 1.0 KWHour22,85001910-3.6Lu bnh lp 16TRubber Tire Roller (16 tons)Hour155,13301910-3.7Lu rung 25TVibrating Roller (25tons)Hour276,39801910-3.8Lu bnh thp 10TSteel Static Roller (10 tons)Hour106,88701910-3.9My phun nha ng cng sut 190cvDistributor capacity 190CVHour294,20401910-3.10Trm trn b tng at phan 80T/hAsphalt Plant 80T/hHour1,006,32601910-3.11My ri b tng atphan 100T/hAsphalt Paver 100T/hHour293,62301910-3.12t ti 7TFlatbed Truck (7 tons)Hour162,77501910-3.13t t 10TDump Truck (10 tons)Hour190,69701910-3.14t t 12TDump Truck (12 tons)Hour218,96201910-3.15Xe ti nc 5m3Water spraying Truck, 5m3Hour113,28401910-3.16Cu 25TCrane (25 tons)Hour237,93501910-3.17My trn va 80LMortar Mixer 80LHour23,87201910-3.18Xe trn b tng 250LMixer (cap. 250 litters)Hour27,28601910-3.19My bm nc 1.1KWWater pump (1.1KW)Hour22,36001910-3.20My pht in 8KWElectrical Generator 8 KWHour69,39701910-3.21My nn kh 30m3/hAir Compressor 30 m3/hHour111,73301910-3.22Ba kh nnPneumatic HammerHour25,77801910-3.23m rung 1.5KWInsert Vibrator 1.5 KWHour23,239Section 01910-4 - MaterialsVt liuXi mng : Theo AASHTO M85Cement : AASHTO M851.18.10Xi mng - ng baoCement OPC in bagstonne992,7281.18.11Xi mng : Sunpht ng baoCement: Sulphate resisting cement in bagstonneCp phi : AASHTO M43Aggregates: AASHTO M431.18.12No. 467 - (50.0 mm - 4.75 mm)No. 467 - (50.0 mm - 4.75 mm)tonne240,0001.18.13No. 467 - (37.5 mm - 4.75 mm)No. 467 - (37.5 mm - 4.75 mm)tonne262,5001.18.14No. 67 - (119 mm - 4.75 mm)No. 67 - (119 mm - 4.75 mm)tonne288,0001.18.15No. 7 - (12.5 mm - 4.75 mm)No. 7 - (12.5 mm - 4.75 mm)tonne260,8001.18.16Ct - no vt hoc mua t mFine aggregate - Dredged or from borrow pittonne136,6671.18.17Ht biCrusher dusttonne260,800Ct thp : AASHTO M31 MSteel Reinforcement : AASHTO M31 M1.18.18Loi - 300 ct thp trn trnGrade - 300 plain round barstonne13,670,0001.18.19Loi - 300 ct thp c gGrade - 400 deformed barstonne14,220,000Li thp b tng : AASHTO M55Wire mesh reinforcement : AASHTO M551.18.20Tm li thp ca b tng ct thpWelded steel wire Fabric for concrete reinforcementtonne13,670,000Vt liu atphanAshpaltic Materials1.18.21Bitum lng loi MC70Cut back bitumen, Grade MC 70tonne1.18.22Bitum nng chy 60/70Bitumen, Pen grade 60/70tonne13,200,0001.18.23Bitum nng chy 80/100Bitumen, Pen grade 80/100tonnedaywork equal 1.5 - 2% Total cost

&L&10&P&R&10Comparison of ratesnguyenduc:9 cm

ExplanationREPUBLIC socialist VIETNAM/cng ho x hi ch ngha vit namIndependence - Freedom - Happiness/c lp - t do - hnh phcexplanation construction costsTHUYT MINH CHI PH XY DNGHANOI URBAN TRANSPORT DEVELOPMENT PROJECT (HUTDP) - ROAD COMPONENTCONTRACT RC CP01aSECTION: KM 2+200 - KM 3+820I. Pursuant to estimateCn c lp d ton-Profile designed by the Technical Consultancy Company EGIS BCEOM INTERNATIONAL and ING INGENIERIA S.A designH s thit k k thut do Cng ty T vn EGIS BCEOM INTERNATIONAL v ING INGENIERIA S.A thit kII. The applicationCc vn bn p dng-Decree No 205/2004/N-CP date 14/12/2004 of Government salary system, payroll and the salary allowance company in the state.Ngh nh s 108/2010/N-CP ca Chnh ph quy nh h thng thang lng, bng lng v cc ch ph cp lng trong cng ty nh nc.-Decree No 99/2007/N-CP date 13/6/2007 of Government on management costs construction project.Ngh nh s 99/2007/N-CP ngy 13/6/2007 ca Chnh ph v qun l chi ph u t xy dng cng trnh.-Decree No 108/2010/N-CP of Government regulations on the minimum wage area for employment in companies, enterprises, cooperatives, and cooperative, page farms, households, individuals and other organizations in Vietnam are hiring workers.Ngh nh s 108/2010/N-CP ca Chnh ph v quy nh mc lng ti thiu vng i vi ngi lao ng lm vic cng ty, doanh nghip, hp tc x, t hp tc, trang tri, h gia nh, c nhn v cc t chc khc ca Vit Nam c thu mn lao ng-Circular No 04/2010/TT-BXD date 26/5/2010 of the Ministry of Construction of installation and management costs construction project.Thng t s 04/2010/TT-BXD ngy 26/5/2010 ca B xy dng v hng dn lp v qun l chi ph u t xy dng cng trnh.-Circular No 07/2007/TT-BXD date 25/7/2007 of the Ministry of Construction of guiding methods determine the equipment and construction works.Thng t s 07/2007/TT-BXD ngy 25/7/2007 ca B xy dng v hng dn phng php xc nh gi ca my v thit b thi cng xy dng cng trnh.-Estimate the level of building the new construction promulgated with official 1776/BXD-VP on 16/8/2007 by the Ministry of Construction.nh mc d ton xy dng phn xy dng mi ban hnh km theo cng vn 1776/BXD-VP ngy 16/8/2007 ca B Xy dng.-Estimate the level of building the new installation promulgated with official 1777/BXD-VP on 16/8/2007 by the Ministry of Construction.nh mc d ton xy dng phn lp t mi ban hnh km theo cng vn 1777/BXD-VP ngy 16/8/2007 ca B Xy dng.-Estimate the level of repair construction promulgated with official 1778/BXD-VP on 16/8/2007 by the Ministry of Construction.nh mc d ton sa cha cng trnh xy dng ban hnh km theo cng vn 1778/BXD-VP ngy 16/8/2007 ca B Xy dng.-The amount of materials in construction promulgated with official 1784/BXD-VP on 16/8/2007 by the Ministry of Construction.nh mc vt t trong xy dng ban hnh km theo cng vn 1784/BXD-VP ngy 16/8/2007 ca B Xy dng.-Estimate the level of construction the experiment materials, components and structures built on the trail official 1780/BXD-VP on 16/8/2007 by the Ministry of Construction.nh mc d ton xy dng cng trnh phn th nghim vt liu, cu kin v kt cu xy dng ban hnh ko theo cng vn 1780/BXD-VP ngy 16/8/2007 ca B Xy dng.-Estimate the level of construction 23/2005-BCVT number on 29/7/2005 by the Ministry of Telecommunications.nh mc d ton xy dng s 23/2005-BCVT ngy 29/7/2005 ca B Bu chnh vin thng.-Price construction Hanoi to building, the installation, quote on equipment of the number attached 17/2008/QD-UBND UBND dated 31/03/2008 by City Hanoi.n gi xy dng cng trnh Thnh ph H Ni phn xy dng, phn lp t, bng gi ca my thit b thi cng ban hnh km theo Q s 17/2008/Q-UBND ngy 31/03/2008 ca UBND Thnh ph H Ni.-Quote materials Hanoi number 03/2010/CBGVL-LS on 15/11/2010's Department of Construction - Finance Hanoi.Bng gi vt liu xy dng Thnh ph H Ni s 03/2010/CBGVL-LS ngy 15/11/2010 ca lin s Xy dng - Ti chnh Thnh ph H Ni.-The quote on bitumc, gas, oil, iron cover, landscape plants ... from Manufacturers.Cc bo gi nha ng, xng, du, np gang, cy trng cnh quan... t cc nh sn xut.-All major waste material in waste Yen So Department of Hanoi City laborist approximately 20km.Bi vt liu thi ti Bi thi Yn S ca Thnh ph H Ni c ly khong 20km.III. Total costTng hp kinh ph1 -Total cost of Civil work/Chi ph xy lp :0VNDTrong gm c Ngun vn GEF/Include GEF fund :VND2 -Contingencies 10%/D phng ph 10% :0VNDTotal cost (including 10% contingencies) :0.0VNDTng hp chi ph xy dng ( bao gm 10% d phng ph):T gi quy i / Rate of Exchange = 19.50 VND/1USD :$0USDH Ni, ngy thng nm 2011CNG TY T VN EGIS BCEOM INTERNATIONAL v ING INGENIERIA S.A

&L&10&P&R&10Explanation

SUM BOQBILL OF QUANTITIES SUMMARYCONTRACT PACKAGE No 02Tng hp biu khi lngGi thu s 02Exchange rate / T gi quy i:19,500Bill NoHng mcLocal currency Ni tForeign currency Ngoi tVN dong/ VN ngUS dollar / la M1Cc yu cu chungGeneral0.0$02Cng vic hin trngSite Works0.0$03Cng tc tEarthworks0.0$04Thot ncDrainage Works0.0$05Mt ng v cc sn phm asphaltAsphalt Products and Pavements0.0$06B tng v kt cu b tngConcrete and Concrete Strructures0.0$07Hng mc ph trMiscellaneous Works0.0$08Chiu sng v cng tc inLighting and Electrical Works0.0$09Cnh quanLandscaping0.0$010CuBridges11DayworksCng nht740,015,519$37,950A (Gi tr trc thu) = Tng ca biu 1 n biu 11A (Estimate cost except tax) = Total of Bills 1 - 110.0$012Thu ( VAT ): (A) *10%Tax ( VAT ): (A) *10%0.0$013Gi tr sau thu = A+ (12) =Estimate cost including tax = A+(12) =0.0$014Chi ph d phng: (13) *5%Contingencies: (13) *5%0.0$0Tng gi = (13)+(14)Total Bid Price = (13) + (14) =0.0$0Total Bid Price in Words: Eight million thirty five thousand dollarsFull Name:Title:

COST UNITHANOI URBAN TRANSPORT DEVELOPMENT PROJECT (HUTDP) - ROAD COMPONENTCONTRACT RC CP01aSECTION: KM 0+419,42 - KM 2+200UNIT PRICE BREAKDOWN232Pay ItemHng mcDescriptionUnitQuantityRateTotal(VND)(VND)BILL No 1 : GENERALSection 01010 - General RequirementsCng vic chung theo yu cu01010-1Ti liu trnhContractor SubmissionsLS1.00100,000,000100,000,000hoi lainha thau phu cho BVTC,TKKT01010-3Ri cc v vch tuyn ngoi thc aSetting Out and StakingLS1.0043,785,83143,785,83101010-4Huy ng cng trngMobilizationLS1.003,148,000,0003,148,000,0001%GE-04Thi cng v phn chia dng ncWorking and Dealing with Water FlowsLS1.00272,580,000272,580,000GE-05Chp nh thi cng bo coConstruction PhotographsLS1.0092,550,00092,550,000GE-06Bin Thng tin v d n kch thc 1.5*3mProject Information Signs 1.5mx3meach2.008,068,03816,136,077GE-07Bo tr h thng thot nc hin tiMaintenance of Existing DrainageLS1.00261,733,680261,733,680GE-08Chi ph kho stSurveys and Geotechnical Investigations for the EngineerPS1.0042,178,30142,178,301Section 01110 - Engineer's Facilities0.0Phng tin cho k s0.0GE-09Thit b, bn gh v dch v cho k s vn phngEquipment, Furnishings and Services - Engineers Site OfficeLS0.00.0GE-10Thu phng tin cho k sRental of Engineers VehicleLS0.00.0GE-11Phng tin cho k s : 2 xe mayEngineers Vehicles: Motor Cycles (2 units)LS0.00.0GE-12B sung nhn s cho k s - 1 th k v 1 phin dchEngineers Supplementary Staff- 1 Secretary/translatorLS0.00.0Section 01200 - Drawings and Other Submittals0.0Bn v v cc trnh khc0.0GE-13Bn v v trnhDrawings and SubmittalsLS1.00780,450,000780,450,000Tnh theo t l ca GTXL ca TKKTSection 01300 - Schedule of Works0.0Lp k hoch cng vic0.0Tin thi cngSchedule of WorksLS1.00101,372,727101,372,727Section 01400 - Monthly Progress Reports0.0Lp bo co v tin cng vic tng thng0.0Bo co tng thngMonthly Progress ReportLS1.00202,745,455202,745,455Section 01500 - Project Safety0.0An ton cho d n0.0An ton cho d nProject SafetyLS1.00160,000,000160,000,0000.0Section 01600 - Maintenance of Traffic0.00.0Bo tr giao thng0.0Bo tr v m bo giao thngMaintenance and Protection of TrafficLS1.001,628,831,0361,628,831,036Section 01700 - Environmental Control0.0Kim sot mi trng0.0Kim sot mi trngEnvironmental ControlLS1.00131,030,000131,030,000Section 01800 - Quality Control0.0Kim tra cht lng0.0Qun l cht lng nh thuContractor Quality ControlLS1.00987,264,651987,264,651gm Th nghimBILL No 2: SITE WORKSSection 02100 -Site ClearingDn dp cng trng02100-1Dn dp v o b gc cyClearing and Grubbingm218,38118,381SW-1Dn dp v o b gc cyClearing and Grubbingm21.00651651Lm li vi nhng cy 200mmRemove Existing Trees (min.dia.200 mm)each1.0067,59167,591SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m30.0659,0993,711Section 02200 - Demolition and Removal of Existing Structures and Obstructions0.0226,849.81Ph hu v di chuyn cu trc v chng ngi vt ra ngoi0.002200-1Ph d xy v cu trc b tngRemoval of masonry or concrete structuresLS1.0054,008,88154,008,881nhn thm klSW-5Di chuyn kt cu v b tngRemoval of masonry or concrete structuresm3100.00480,99048,099,020SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m3100.0059,0995,909,86102200-2Ph d cng trnh thot ncRemoval of Drainage Structureseach2.002,379,0374,758,075a+bDichuyn ph d kt cu thot ncRemoval of Drainage Structures (type1+type2)each1.003,605,1083,605,10855050SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m319.5159,0991,152,967aPh d h thu nc loi 1Existing Manhole type 11,890,487SW-5Khi lng ph d b tng thngDemolition concretem31.1595480,990557,698SW-6Khi lng ph d b tng ct thpDemolition reinforced concretem30.5310629,205334,092SW-5Khi lng ph d tng gchDemolition brick wallingm31.5992480,990769,203SW-5Khi lng ph d dm mDemolition broken stone bedm30.0480,9900.0SW-3Ph d kt cu thp (li chn rc+np ghi gang+cu thang thp d14)Demolition steel structerskg152.42001,198182,582SW-4o lp va hDemolition sidewalkm30.1102425,52546,913bPh d h thu nc loi 2Existing Manhole type 21,714,621SW-5Khi lng ph d b tng thngDemolition concretem31.0407480,990500,556SW-6Khi lng ph d b tng ct thpDemolition reinforced concretem30.3074629,205193,425SW-5Khi lng ph d tng gchDemolition brick wallingm31.6448480,990791,145SW-5Khi lng ph d dm mDemolition broken stone bedm30.0480,9900.0SW-3Ph d kt cu thp (li chn rc+np ghi gang+cu thang thp d14)Demolition steel structerskg152.42001,198182,582SW-4o lp va hDemolition sidewalkm30.1102425,52546,91302200-3Ph d va v tm an rnh hin huRemoval of existing curbs and gutter1m1.0021,04721,047SW-7Di chuyn va h v rnh thot nc hin huRemoval of existing curbs and gutterm20.2016,5863,317SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m30.3059,09917,73002200-4Ph d mt ng hin huRemoval of existing pavement (50cm)m21.0065,29565,295SW-8Di chuyn mt ng hin huRemoval of existing pavementm21.0041,65541,655SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m30.4059,09923,63902200-5Ph d bin bo hiu giao thngRemoval of traffic signseach1.00222,669222,669SW-9Di chuyn bin bo hiu giao thngRemoval of traffic signseach1.00222,050222,050SW-11Vn chuyn i 20kmTransportation truck 7T (20km)T0.0227,49061902200-6Ph d v di chuyn ct b tng v ro chn bng thpRemoval of existing concrete post and material rail barrierm1.0032,49932,499SW-3Ph d cc ct lan can bng thpRemovable Pedestrian Hand Railingkg10.721,19812,839SW-5Ph d kt cu b tng, Removal of masonry or concrete structuresm30.03480,99012,939SW-11Vn chuyn iTransportation truck 10T (20km)m30.1159,0996,72102200-8Ph d va h lt bng gch v bng b tng hin huRemoval of existing concrete and brick sidewalkssq m1.0038,77038,770ng d90 dy3m= 6.43kg/ml=3.5mSW-4Ph d va h lt bng gch v bng b tng hin huRemoval of existing concrete and brick sidewalksm30.08425,52534,042SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m30.0859,0994,728Section 02310 - Protection of Existing Utilities0.00.00.0Bo v cc h thng ph tr hin hu0.002310-1Bo v h thng ph trProtection of UtilitiesLS1.00254,880,000254,880,000BILL No 3: EARTHWORKSSection 03100 - Common Excavationo t thng thng03100-1o tCommon Excavationm31.0067,657EW-1o tCommon Excavationm31.008,5598,559EW-6Vn chuyn t o c ly 20kmTransportation 20km truck 10Tm31.0059,09959,099Section 03400 - Embankment ContructionThi cng nn p03400-2p K95Sand filling K95m31.0075,480EW-10p ct K95 30% th cngSand filling K95 30% by handm30.3076,74823,024EW-11p ct K95 70% mySand filling K95 70 by hand machinem30.7074,93752,45603400-1p K98Sand filling K98m31.0074,93774,756EW-12p ct K98Sand filling K98m31.0074,75674,756Section 03500 - Removal of unsuitable materialo b vt liu khng thch hp03500-1o vt liu khng thch hp ( o bn )Removal of unsuitable material ( Mud excavation )m31.00290,602EW-13o bnMud excavationm31.00255,143255,143SW-11Vn chuyn bn o c ly 20kmTransporttation 20km truck 10Tm30.6059,09935,459Section 03960 - Aggregate Base and Sub-base03960-1Cp phi subbaseAggregate Subbasem31.00298,519298,519CC-1Lu ln mt ng cCompact of existing pavementm20.012,1080.0EW-5Xc cp phi ln phng tin vn chuynLoading aggregate base to transprtation truckm31.0011,19111,191EW-6Vn chuyn cp phi ri 5kmTransportation truck 10T (5km)m31.0032,05632,056EW-8Thi cng mng diConstruction of binder coursem31.00255,272255,27203960-2Cp phi baseAggregate Basem31.00312,384312,384CC-1Lu ln mt ng cCompact of existing pavementm212,1080.0EW-5Xc cp phi ln phng tin vn chuynLoading aggregate base to transprtation truckm31.0011,19111,191EW-6Vn chuyn cp phi ri 5kmTransportation truck 10T (5km)m31.0032,05632,056EW-4Thi cng mng trnConstruction of binder coursem31.00269,137269,137Section 03970 - Lean concrete base03970-1Lp mng b tng nghoLean concrete basem31.00826,797826,797EW-7Lp mng b tng ngho M100Lean concrete basem31.00746,076746,076loi ny chua dua vao BQCC-1Lu ln mt ng cCompact of existing pavementm26.6712,10880,720Section 03980 - Geo-textileEW-3Vi a k thutGeo-textilem21.00408408BILL No 4: DRAINAGE WORKSSection 04300 - Culverts and Concrete DrainsCng v thot nc bng b tng04300-1Cng trn b tng ct thp d=40cmReinforced Concrete Pipe Culvert - 40cmlm1.00754,261DW-5o t h mngCommon excavation by machine100m30.01142,275,29225,938SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m31.1459,09967,372DW-9p t h mng bng th cngSoil filling by handm30.21924126,20727,670DW-10p t thn cng bng myCommon excavation by machine100m30.00511563,153,39616,132DW-11 dm m mngBedding crushed stonem30.03588,74717,662DW-15Lp t cngInstall foot blockeach1.005,1305,130DW-18Cht va mi ni loi HPipe junction by mortar Class Hm30.00565665,4543,760DW-19m mi ni ng cng bng b tng loi GConcrete base pipe junction by mortar Class Gm30.05330944,91350,364DW-20Lp t ng cng d400Install reinforced concrete culvert d40m1.00540,233540,23304300-2Cng trn b tng ct thp d=75cmReinforced Concrete Pipe Culvert - 75cmlm1.003,865,7503,865,750DW-5o t h mngCommon excavation by machine100m30.032,275,29268,259SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m3359,099177,296DW-9p t h mng bng th cngSoil filling by handm30.777242,819,8122,191,671DW-10p t thn cng bng myCommon excavation by machine100m30.0181356526,4669,548DW-11 dm m mngBedding crushed stonem30.0513,262166DW-15Lp t cngInstall foot blockeach1.001,0981,098DW-18Cht va mi ni loi HPipe junction by mortar Class Hjoint0.00056516,5689.361DW-19m mi ni ng cng bng b tng loi GConcrete base pipe junction by mortar Class Gm30.141301,377,401194,627DW-21Lp t ng cng d750Install reinforced concrete culvert d750m1.001,223,0761,223,07604300-3Cng trn b tng ct thp d=1000cmReinforced Concrete Pipe Culvert - 1000cmlm1.003,024,2343,024,234DW-5o t h mngCommon excavation by machine100m30.052,275,292113,765SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m3559,099295,493DW-9p t h mng bng th cngSoil filling by handm31.37724126,207173,817DW-10p t thn cng bng myCommon excavation by machine100m30.03213563,153,396101,336DW-11 dm m mngBedding crushed stonem30.0615588,74736,208DW-15Lp t cngInstall foot blockeach1.005,1305,130DW-18Cht va mi ni loi HPipe junction by mortar Class Hm30.00565665,4543,760DW-19m mi ni ng cng bng b tng loi GConcrete base pipe junction by mortar Class Gm30.18960944,913179,156DW-20Lp t ng cng d1000Install reinforced concrete culvert d1000m1.002,115,5692,115,56904300-4Cng trn b tng ct thp d=125cmReinforced Concrete Pipe Culvert - 125cmlm04300-5Cng trn b tng ct thp d=150cmReinforced Concrete Pipe Culvert - 150cmlm04300-6Cng hp b tng ct thp 75x75cmReinforced Concrete Box Culvert 75x75cmlm04300-7Cng hp b tng ct thp 100x100cmReinforced Concrete Box Culvert 100x100cmlm04300-8Cng hp b tng ct thp 125x125cmReinforced Concrete Box Culvert 125x125cmlm04300-9Cng hp b tng ct thp 150x150cmReinforced Concrete Box Culvert 150x150cmlm04300-10Cng hp b tng ct thp 200x200cmReinforced Concrete Box Culvert 200x200cmlm04300-11Tng u cng hp 75x75cmBox culvert headwall 75x75cmeach04300-12Tng u cng hp 100x100cmBox culvert headwall 100x100cmeach04300-13Tng u cng hp 125x125cmBox culvert headwall 125x125cmeach04300-14Tng u cng hp 150x150cmBox culvert headwall 150x150cmeach04300-15Tng u cng hp 200x200cmBox culvert headwall 200x200cmeach04300-4Cng trn b tng ct thp d=1250cmReinforced Concrete Pipe Culvert - 1250cmlm1.004,175,2474,175,247DW-5o t h mngCommon excavation by machine100m30.072,275,292159,270SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m3759,099413,690DW-9p t h mng bng th cngSoil filling by handm31.97724126,207249,542DW-10p t thn cng bng myCommon excavation by machine100m30.04613563,153,396145,484DW-11 dm m mngBedding crushed stonem30.073588,74742,978DW-15Lp t cngInstall foot blockeach1.005,1305,130DW-18Cht va mi ni loi HPipe junction by mortar Class Hm30.00565665,4543,760DW-19m mi ni ng cng bng b tng loi GConcrete base pipe junction by mortar Class Gm30.23330944,913220,448DW-20Lp t ng cng d1250Install reinforced concrete culvert d1250m1.002,934,9442,934,94404300-5Cng trn b tng ct thp d=1500cmReinforced Concrete Pipe Culvert - 1500cmlm1.005,652,7065,652,706DW-5o t h mngCommon excavation by machine100m30.12,275,292227,529SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m31059,099590,986DW-9p t h mng bng th cngSoil filling by handm32.87724126,207363,128DW-10p t thn cng bng myCommon excavation by machine100m30.06713563,153,396211,705DW-11 dm m mngBedding crushed stonem30.0784588,74746,158DW-15Lp t cngInstall foot blockeach1.005,1305,130DW-18Cht va mi ni loi HPipe junction by mortar Class Hm30.00565665,4543,760DW-19m mi ni ng cng bng b tng loi GConcrete base pipe junction by mortar Class Gm30.20530944,913193,991DW-20Lp t ng cng d1500Install reinforced concrete culvert d1500m1.004,010,3204,010,32004300-6Cng trn b tng ct thp d=1750cmReinforced Concrete Pipe Culvert - 1750cmlm1.009,905,0839,905,083DW-5o t h mngCommon excavation by machine100m30.32,275,292682,588SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m33059,0991,772,958DW-9p t h mng bng th cngSoil filling by handm38.87724126,2071,120,370DW-10p t thn cng bng myCommon excavation by machine100m30.20713563,153,396653,181DW-11 dm m mngBedding crushed stonem30.0895588,74752,693DW-15Lp t cngInstall foot blockeach1.005,1305,130DW-18Cht va mi ni loi HPipe junction by mortar Class Hm30.00565665,4543,760DW-19m mi ni ng cng bng b tng loi GConcrete base pipe junction by mortar Class Gm30.16280944,913153,832DW-20Lp t ng cng d1750Install reinforced concrete culvert d1750m1.005,460,5725,460,57204300-7Cng trn b tng ct thp d=2000cmReinforced Concrete Pipe Culvert - 2000cmlm1.0013,499,52013,499,520DW-5o t h mngCommon excavation by machine100m30.62,275,2921,365,175SW-11Vn chuyn i 20kmTransportation truck 7T (20km)m34059,0992,363,944DW-9p t h mng bng th cngSoil filling by handm317.87724126,2072,256,234DW-10p t thn cng bng myCommon excavation by machine100m30.41713563,153,3961,315,394DW-11 dm m mngBedding crushed stonem30.0935588,74755,048DW-15Lp t cngInstall foot blockeach1.005,1305,130DW-18Cht va mi ni loi HPipe junction by mortar Class Hm30.00565665,4543,760DW-19m mi ni ng cng bng b tng loi GConcrete base pipe junction by mortar Class Gm30.17150944,913162,053DW-20Lp t ng cng d2000Install reinforced concrete culvert d2000m1.005,972,7825,972,782Section 04310 - Drainage StructuresKt cu Cng trnh thot nc04310 - 1H thu nc loi CB1Catch Basin Type CB1each1.0018,606,11418,606,114DW-5o h mng h thu (50%M+50%NC)Manhole foundation excavation (50%M+50%NC)m34.0896098,357402,241SW-11Vn chuyn t iSoil disposal haulingm34.0896059,099241,690DW-9p t thn h thu (80%M+20%NC)Soil filling manhole surrounding (80%M+20%NC)m31.5276050,46977,096t i p h thuHill soil filling surrounding manholem31.7261979,100136,541DW-23B tng lt mng 4x6 loi HConcrete for manhole foundation 4x6 Class Hm30.19200787,008151,106DW-24B tng thnh 1x2 loi FConcrete for manhole, stone 1x2 Class Fm32.160001,644,0773,551,206DW-26Gia cng thp d10 slab (D1)kg19.5300019,265376,242DW-47B tng hm ch loi DPrecast concrete Bellmouth intake Class Dm30.860001,460,4261,255,966DW-48Vn khun BTCT hm chFramework for Precast concrete Bellmouth intakem21.3000062,69881,507DW-49Gia cng ct thp d