tien do thi cong pk 1b
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tien do thi cong goi 1bPh duyt / Approved: ____________________Ph chun / Ratified: ___________________Ph chun / Ratified: ___________________Schedule of Works - Package 1bProject: Ha Noi Urban Transport Development Project, Road Component Xuan La- Buoi Section-Section: From Km 2+200 to Km 3+780D n Pht trin Giao thng th H Ni, Hp phn ng, on Xun La- Bi-Phn on t Km 2+200 n Km 3+780Lin danh nh thu CRD - HACC1 - NGOC MINH UDIC/ Joint venture of CRD - HACC1 - NGOC MINH UDIC1,000,000NoNi dung cng vic /Work ItemVT (Unit)n gi/Unit priceKhi lng/QuantityThnh tin/ Amount (vnd)K hoch thc hin/PlanThnh tin/ Amount (vnd)201220132014Theo hp ngThc hin n nayC mt bngTheo hp ngThc hin n nayC mt bngn/to 31/03/2013T l hon thnh /Percentage (%)Thnh tin/ Amount (vnd)6-OctDecJanFebMarApirlMayJuneJulyAugSeptOctNovDecJanFeb6-MarMc 01010 - Cc yu cu chung (General Requirements)01010-1Ti liu trnhContractor Submissionstrn gi20,000,0001.000.110.3020,000,000.002,250,0006,000,0000.000.00%00.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00001010-2Ri cc v vch tuyn ngoi thc aSetting Out and Stakingtrn gi30,000,0001.000.060.1630,000,000.001,828,1254,875,00030,000,000.000.00%900,000,000,000,000Udic01010-3Huy ngGii th cng trngMobilizationtrn gi50,000,0001.000.110.3050,000,000.005,625,00015,000,00050,000,000.000.00%2,500,000,000,000,00001010-4Thi cng v x l dng ncWorking and Dealing with Water Flowstrn gi390,000,0001.000.110.30390,000,000.0043,875,000117,000,000390,000,000.000.00%152,100,000,000,000,00001010-5Chp nh thi cngConstruction Photographstrn gi30,000,0001.000.110.3030,000,000.003,375,0009,000,00030,000,000.000.00%900,000,000,000,00001010-6Bin thng tin v d n kch thc 1,5x3mProject Information Signs 1,5x3mci14,853,1972.0029,706,394.0029,706,394.000.00%441,234,922,241,61801010-7Bo tr h thng thot nc hin tiMaintenance of Existing Drainagetrn gi410,000,0001.000.110.30410,000,000.0046,125,000123,000,000410,000,000.000.00%168,100,000,000,000,000Mc 01200 - Kho st, bn v v cc ti liu trnh khc (Survey, Drawings and Other Submittals)0.00001200-1Kho st, lp thit k BVTC v ti liu trnhSurvey, Shop Drawings and Other Submittalstrn gi500,000,0001.000.110.30500,000,000.0056,250,000150,000,000500,000,000.000.00%250,000,000,000,000,000Section 01300 - Lp k hoch cng vic (Schedule of Works)0.00001300-1Lp k hoch cng vicSchedule of Workstrn gi20,000,0001.000.110.3020,000,000.002,250,0006,000,00020,000,000.000.00%400,000,000,000,000Section 01400 - Lp bo co tin cng vic tng thng (Monthly Progress Reports)0.00001400-1Lp bo co tin cng vic thngMonthly Progress Reportstrn gi20,000,0001.000.110.3020,000,000.002,250,0006,000,00020,000,000.000.00%400,000,000,000,000Section 01500 - An ton cho d n (Project Safety)0.00001500-1m bo an tonProject Safetytrn gi40,000,0001.000.110.3040,000,000.004,500,00012,000,00040,000,000.000.00%1,600,000,000,000,000Section 01600 - Duy tr v m bo giao thng (Maintenance of Traffic)0.00001600-1Duy tr v m bo giao thngMaintenance of Traffictrn gi157,993,9541.000.110.30157,993,954.0017,774,32047,398,186157,993,954.000.00%24,962,089,500,554,100Section 01700 - Kim sot mi trng (Environmental Control)0.00001700-1Kim sot mi trngEnvironmental Controltrn gi95,000,0001.000.110.3095,000,000.0010,687,50028,500,00095,000,000.000.00%9,025,000,000,000,000Section 01800 - Qun l cht lng nh thu (Quality Control)0.00001800-1Qun l cht lng nh thuQuality Controltrn gi105,000,0001.000.110.30105,000,000.0011,812,50031,500,000105,000,000.000.00%11,025,000,000,000,000CNG BILL No.10.0000IISITE WORKS (CNG TC HIN TRNG)0.0001 - Site clearing (Dn dp cng trng)0.00002100-1Dn dp v o b gc cy, bc lp t hu c TB 30cm (bao gm vn chuyn)Site Clearing and Grubbingm42,87082,432.206979.8313,959.663,533,868,414.00299,225,312598,450,6243,533,868,414.000.00%151,496,938,908,1800.0000.000.0002100-2Di di cy ng knh ln hn 20cmRemoval of trees (min.dia.20cm)cy568,45937.0011.0011.0021,032,983.006,253,0496,253,0490.000.00%02 - Demolition and Removal of Existing Structures and Obstructions (Ph d, di di cng trnh v chng ngi vt)0.000Ph d v di di kt cu gch, xy, b tng v BTCT0.00002200-1aPh d b tng c ct thpRemoval of reinforced concretem1,299,078155.77202,357,380.0600202,357,380.060.00%262,878,020,573,58502200-1bPh d b tng khng ct thpRemoval of concrete whithout reinforcementm1,110,310225.290.00250,141,739.9000250,141,739.900.00%277,734,875,228,36902200-1cPh d tng gchRemoval of brick wallm1,021,5171.501,532,275.50001,532,275.500.00%1,565,245,471,93402200-1dPh d tng Removal of stone wallm1,021,51714.4014,709,844.800014,709,844.800.00%15,026,356,530,562CNG BILL No.20.0000IIIEARTH WORKS (CNG TC T)0.0000.0000.0000.0000.0000.0000.0000.0000.000A - Embankment construction (Thi cng nn p)0.00003400-1Nn p K98Subgrade K98m131,13318568.470.003,165.532,434,939,176.510415,105,4450.000.00%003400-2p thng thng K95 (bng ct)Embankment K95 by sandm141,16369,684.388733.2415,123.469,836,856,133.941,232,809,6522,134,872,9840.000.00%003400-3ap t dnh bo v mi dcCohesive slopem100,7382,029.100.00402.19204,407,475.80040,515,8160.000.00%003400-3bp t dnh bo v mi dc (vt liu tn dng)Cohesive slope material (salvageable materials)m77,3172,029.100.00402.90156,883,924.70031,151,0190.000.00%003400-4Vi a k thut Geo-textilem29,57568,672.620.0011,591.602,030,992,736.500342,821,5700.000.00%003400-5ap bao ti tSoil up sacksm205,32179.330.0034.3316,288,114.9307,048,6700.000.00%003400-6p t K90 (vt liu tn dng)Soil Embankment K90 (salvageable materials)m14,8247,608.850.001,252.09112,793,592.40018,560,9760.000.00%0B - o vt liu khng thch hp (Removal of unsuitable material)0.00003500-1o vt liu khng thch hp (bao gm vn chuyn)Removal of unsuitable material (including transportation)m179,89818,654.795247.373,819.513,355,959,411.42943,990,488687,122,2490.000.00%003500-2o vt liu khng thch hp (tn dng p)Removal of unsuitable material (salvageable up)m14,8697,688.18626.041,252.09114,315,548.429,308,66018,617,3200.000.00%003500-3o bn (bao gm vn chuyn)Mud excavation (include transportation)m372,6127,591.55495.17990.342,828,702,628.60184,506,806369,013,6110.000.00%0C - Aggregate Base and Subbase (Cp phi mng trn v mng di)0.00003960-1Cp phi mng diAggregate Sub.basem420,63330,701.510.005,197.8012,914,068,255.8302,186,366,2070.000.00%003960-2Cp phi mng trnAggregate Basem430,17723,476.490.004,028.1510,099,046,038.7301,732,817,4830.000.00%0CNG BILL No.30.0000IVDRAINAGE (CNG TC THOT NC)0.0001 - Culverts and Concrete Drains (Cng v rnh thot nc b tng)0.0001.1 - Storm water drains (Cng thot nc ma)0.0000.000.000.000.000.000.0004300-2aCng trn b tng ct thp D40cmReinforced Concrete Pipe Culvert - 40cmm2,062,609134.000.0024.00276,389,606.00049,502,6160.000.00%004300-3Cng trn b tng ct thp D75cmReinforced Concrete Pipe Culvert - 75cmm3,669,945591.050.000.002,169,120,992.25000.000.00%004300-4aCng trn b tng ct thp D100cmReinforced Concrete Pipe Culvert - 100cmm5,228,1271,511.050.000.007,899,961,303.350060.000.00%313,687,62004300-5Cng trn b tng ct thp D125cmReinforced Concrete Pipe Culvert - 125cmm6,661,61091.250.00607,871,912.50000.000.00%004300-6Cng trn b tng ct thp D150cmReinforced Concrete Pipe Culvert - 150cmm8,569,1751,041.00248.00496.008,920,511,175.002,125,155,4004,250,310,8000.000.00%004300-7Cng trn b tng ct thp D175cmReinforced Concrete Pipe Culvert - 175cmm10,255,99055.00564,079,450.000004300-9Ca cng D100cm Outlet of Culvert D100cmci23,919,0721.0023,919,072.00000.000.00%004300-10Ca cng D125cmOutlet of Culvert D125cmci31,052,1121.0031,052,112.00000.000.00%003110-1ao kt cu loi 1 (bao gm vn chuyn)Structure excavation class 1 (including transportation)m153,87413,066.50755.021,510.042,010,594,621.00116,178,094232,356,1872,010,594,621.000.00%309,378,236,711,75404300-12ap tr kt cu thot nc K95 (bng ct)Backfill drainage structures K95 by sandm131,1055,140.20330.85661.70673,905,921.0043,376,08986,752,1790.000.00%01.2 - Waste water drains (Cng thot nc thi)0.0000.00000.0000.0000.0000.00004300-1Cng trn b tng ct thp D30cmReinforced Concrete Pipe Culvert - 30cmm1,832,42457.00104,448,168.000004300-2aCng trn b tng ct thp D40cmReinforced Concrete Pipe Culvert - 40cmm2,062,6091,530.0020.00255.003,155,791,770.0041,252,180525,965,2950.000.00%004300-2bCng trn b tng ct thp D50cmReinforced Concrete Pipe Culvert - 50cmm2,378,36754.00128,431,818.00000.000.00%004300-11Rnh xy gchBrick ditchm1,826,023788.54105.001,439,892,176.420191,732,4150.000.00%003110-1ao kt cu loi 1 (bao gm vn chuyn)Structure excavation class 1 (including transportation)m153,8743,332.1042.68544.21512,723,555.406,567,77383,739,1030.000.00%003110-2ao kt cu loi 2 (bao gm vn chuyn)Structure excavation class 2 (including transportation)m153,8741,810.3123.19295.66278,559,640.943,568,23245,494,9540.000.00%003110-2bo kt cu loi 2 (tn dng p)Structure excavation class 2 (salvageable up)m14,8699,875.001,931.97146,831,375.00028,726,5000.000.00%004300-12ap tr kt cu thot nc K95 (bng ct)Backfill drainage structures K95 by sandm131,1053,790.0048.58619.45496,887,950.006,369,68481,213,4770.000.00%004300-12bp tr kt cu thot nc K95 (t tn dng)Backfill drainage structures K95 (soil salvageable)m15,9219,875.001,931.97157,219,875.00030,758,9350.000.00%003110-5Cc thp hnh (bao gm h khung chng, h v nh cc, khu hao)Steel piles (including anti frames, poles down and spit, depreciation.... )m64,55547,814.00512.976,540.323,086,632,770.0033,114,546422,210,4650.000.00%02 - Drainage Structures (Kt cu thot nc)0.0000.0000.0000.00004310-1H thu loi CB1CatchBasin Type CB1ci21,278,97062.009.0012.001,319,296,140.00191,510,730255,347,6400.000.00%004310-2H thu loi CB2CatchBasin Type CB2ci33,003,42216.000.00528,054,752.00000.000.00%004310-4aH ga loi MH1-D100AManholes Type MH1-D100Aci29,119,09934.000.00990,049,366.00000.000.00%004310-4bH ga loi MH1-D100BManholes Type MH1-D100Bci36,564,2005.000.00182,821,000.00000.000.00%004310-5aH ga loi MH1-D125AManholes Type MH1-D125Aci31,657,1282.0063,314,256.00000.000.00%004310-5bH ga loi MH1-D125BManholes Type MH1-D125Bci38,230,9681.0038,230,968.00000.000.00%004310-6H ga loi MH1-D150Manholes Type MH1-D150ci37,934,58128.007.0019.001,062,168,268.00265,542,067720,757,0390.000.00%004310-7H ga loi MH1-D175Manholes Type MH1-D175ci47,300,4616.00283,802,766.00000.000.00%004310-9H ga loi MH2 (bao gm c cc h ga RW01, RW02, RW03)Manholes Type MH2 (including manholes RW01, RW02, RW03)ci37,752,12058.0011.002,189,622,960.000415,273,3200.000.00%004310-10H ga rnh xy gchBrick manholeci5,090,06419.002.0096,711,216.00010,180,1280.000.00%003110-1ao kt cu loi 1 (bao gm vn chuyn)Structure excavation class 1 (including transportation)m153,8747,595.00304.091,367.411,168,673,030.0046,791,545210,408,9100.000.00%004300-12ap tr kt cu thot nc K95 (bng ct)Backfill drainage structures K95 by sandm131,1055,549.001,038.66727,501,645.000136,173,0820.000.00%003110-5Cc thp hnh (bao gm h khung chng, h v nh cc, khu hao)Steel piles (including anti frames, poles down and spit, depreciation....)m64,5554,797.001,630.98309,670,335.000105,287,9140.000.00%03 - Box culvert 2x(3,0x2,5)m - (Cng hp 2x(3,0x2,5)m), Km2+352,040.00003500-3o bn (bao gm vn chuyn)Mud excavation (include transportation)m372,6121,265.49471,536,759.880003110-2ao kt cu loi 2 (bao gm vn chuyn)Structure excavation type 2 (include transportation)m153,874461.7571,051,319.500004300-12ap tr kt cu thot nc K95 (bng ct)Structure backfill K95 (by sand)m131,105759.4799,570,314.350003110-4 dm mBlinding stonem581,769238.15138,548,287.350003200-8Cc tre (25 ccm)Bamboo pilesm8,75554,029.00473,023,895.000006100-4aB tng loi D (gi bao gm thm lp nha bitum chng thm v khe ni cng)Concrete Class D (for culvert include bitumen and joint)m3,965,640856.953,398,355,198.000006100-4bB tng loi D tng chn u cng (gi bao gm thm ng thot nc c tng lc)Concrete Class D (for retaining wall including pile and filter)m2,638,15737.4298,719,834.940006100-5aB tng loi E (bn gim ti)Concrete Class E (Approach slap)m2,200,39666.00145,226,136.000006100-7B tng loi GConcrete Class Gm1,399,35888.37123,661,266.460006400-1Ct thp - g (bao gm cht khe ni cng)Reinforcing Steel - Deformedkg27,69992,562.252,563,881,762.750006400-2Ct thp - trnReinforcing Steel - Plain Barskg27,17618,732.72509,080,398.720007930-1a hc xyStone Masonry (all types)m1,152,04586.98100,204,874.100003110-5Cc thp hnh (bao gm h khung chng, h v nh cc, khu hao)Sheet pile (include installation and removalm64,5559,561.00617,210,355.00004 - Bin php thi cng b vy bao ti t, mng dn dng, cng tm D100cm phc v thi cng cng hp 2x(3x2,5)m/Construction method of box culvert 2x(3x2,5)0.00003110-1ao kt cu loi 1 (bao gm vn chuyn)Structure excavation type 1 (include transportation)m153,8741,680.62258,603,721.880003110-1bo kt cu loi 1 (tn dng p)Structure excavation type 1 (Reused the excavation material)m14,869155.692,314,954.610003400-5bp bao ti t (c tho d)Protection with soil bag (include remove)m205,321105.2421,607,982.040003400-6p t K90 (vt liu tn dng)Soil Embankment K90 (salvageable materials)m14,824155.692,307,948.560003400-2p thng thng K95 (bng ct)Common Embankment K95 (by sand)m141,1631,836.31259,219,028.530004300-4bCng trn b tng ct thp D100cm thot nc tm - i thnh D200 (lp t, tho d, khu hao)Temporary Reinforced Concrete Pipe Culvert - 100 cm dia - Changed to D200m1,341,13132.0042,916,192.000003110-5Cc thp hnh (bao gm h khung chng, h v nh cc, khu hao)Sheet pile (include installation and un installationm64,5551,036.8066,930,624.00005 - Box culvert 1,5x1,5m (Cng hp 1,5x1,5m), Km2+6500.00003110-1ao kt cu loi 1 (bao gm vn chuyn)Structure excavation type 1 (include transport to dispose)m153,874449.9769,238,683.780003110-4 dm mBlinding stonem581,76913.297,731,710.010004300-12ap tr kt cu thot nc K95 (bng ct) Structure backfill K95 (by sand)m131,105220.3028,882,431.500006100-7B tng loi GConcrete class Gm1,399,35826.5837,194,935.640006100-4aB tng loi D (gi bao gm thm lp nha bitum chng thm v khe ni cng)Concrete Class D (for culvert include bitumen and joint)m3,965,64073.80292,664,232.000006400-1Ct thp - g (bao gm cht khe ni cng)Reinforcing Steel - Deformedkg27,69915,621.30432,694,388.700007930-2Gch xy (cc loi)Brick masonrym1,859,5690.881,636,420.72006 - Box culvert 1,5x2m (Cng hp 1,5x2m), Km2+9680.0000.0000.0000.00003110-1ao kt cu loi 1 (bao gm vn chuyn)Structure excavation class 1 (including transportation)m153,874468.0072,013,032.00000.000.00%003110-4 dm mBlinding stonem581,76915.088,773,076.52000.000.00%004300-12ap tr kt cu thot nc K95 (bng ct)Backfill drainage structures K95 (sand)m131,105207.2427,170,200.20000.000.00%006100-7B tng loi GConcrete class Gm1,399,35824.4834,256,283.84000.000.00%006100-4aB tng loi D (gi bao gm thm lp nha bitum chng thm v khe ni cng)Concrete Class D (price includes an extra layer bituminous waterproofing and sewer joints)m3,965,64090.94360,635,301.60000.000.00%006400-1Ct thp - g (bao gm cht khe ni cng)Reinforcing Steel - Deformed Barskg27,69913,843.57383,453,045.43000.000.00%006400-2Ct thp - trnReinforcing Steel - Plain Barskg27,176235.646,403,752.64000.000.00%007930-1a hc xyStone Masonry (all types)m1,152,0457.148,225,601.30000.000.00%07 - Box culvert 2x2m (Cng hp 2x2m), Km3+5060.00003110-1ao kt cu loi 1 (bao gm vn chuyn)Structure excavation class 1 (including transportation)m153,874761.34117,150,431.160003110-4 dm mBlinding stonem581,76920.6912,036,800.610004300-12ap tr kt cu thot nc K95 (bng ct)Backfill drainage structures K95 (sand)m131,105292.1938,307,569.950006100-7B tng loi GConcrete class Gm1,399,35850.4070,527,643.200006100-4aB tng loi D (gi bao gm thm lp nha bitum chng thm v khe ni cng)Concrete Class D (price includes an extra layer bituminous waterproofing and sewer joints)m3,965,640107.92427,971,868.800006400-1Ct thp - g (bao gm cht khe ni cng)Reinforcing Steel - Deformed Barskg27,69919,128.83529,849,462.170006400-2Ct thp - trnReinforcing Steel - Plain Barskg27,176301.728,199,542.72000.000.00%007930-1a hc xyStone Masonry (all types)m1,152,04511.6513,421,324.25000.000.00%08 - Restoration canal (Ci mng)0.0000.0000.00003110-1ao kt cu loi 1 (bao gm vn chuyn)Structure excavation class 1 (including transportation)m153,8745,636.141578.601,578.60867,255,406.36242,905,496242,905,49603110-1bo kt cu loi 1 (tn dng p)Structure excavation type 1 (Reused the excavation material)m14,869411.40153.00153.006,117,106.602,274,9572,274,95703400-6p t K90 (vt liu tn dng)Soil Embankment K90 (salvageable materials)m14,824411.40153.00153.006,098,593.602,268,0722,268,07203110-4 dm mBlinding stonem581,76991.8153,412,211.890003200-8Cc tre (25 ccm)m8,75510,191.0089,222,205.000003400-3ap t dnh bo v mi dcCohesive slopem100,738264.6526,660,311.700007930-1a hc xyStone Masonry (all types)m1,152,045255.31294,128,608.9500294,128,608.950.00%338,849,393,297,80307930-1b hc xy tng chn (bao gm ng thot nc c tng lc, khe ln)Riprap retaining walls (including floor drains with filter, construction joints)m1,273,16276.4797,358,698.140097,358,698.140.00%123,953,394,841,31903110-5Cc thp hnh pht sinh (bao gm h khung chng, h v nh cc, khu hao)Arisen Sheet pile (include installation and un installation9 - Temporary Water drains for construction (Cng thot nc tm phc v thi cng): Km2+795; Km3+65; Km3+1850.0000.0000.00004300-4bCng trn b tng ct thp D100cm thot nc tm (lp t, tho d, khu hao)Temporary Reinforced Concrete Pipe Culvert - 100 cm diam1,341,13156.5022.0022.0075,773,901.5029,504,88229,504,8820.000.00%004300-4bCng trn b tng ct thp D100cm thot nc tm chuyn sang D150 ti Km3+185(lp t, tho d, khu hao)Temporary Reinforced Concrete Pipe Culvert - 100 cm dia changed to D150 at Km3+185m141,163278.00101.87101.8739,243,314.0014,380,27514,380,2750.000.00%004300-4bCng trn b tng ct thp D100cm thot nc tm chuyn sang D175 ti Km2+795(lp t, tho d, khu hao)Temporary Reinforced Concrete Pipe Culvert - 100 cm dia changed to D175 at Km2+795m205,32194.4534.5234.5219,392,568.457,087,6817,087,6810.000.00%003400-2p thng thng K95 (bng ct)Common Embankment K95 (by sand)03400-5bp bao ti t (c tho d)Protection with soil bag (include remove)CNG BILL No.40.000772,181,338,538,496VASPHALT PRODUCTS (CC SN PHM ASPHALT V MT NG B TNG NHA)0.0000.000.000.000.00A - Nha thm bm (Prime Coat)0.00005100-1Lp nha thmPrime Coatm30,11956,097.000.009,355.601,689,585,543.000281,781,3160.000.00%0B - Nha dnh bm (Tack Coat)0.00005200-1Lp nha dnh bmTack Coatm16,48356,097.000.009,355.60924,646,851.000154,208,3550.000.00%0C - B tng nha (Asphalt Concrete)0.00005300-1B tng nha ht mn - 5cmAsphalt Concrete Surface Course 5cmm246,53856,097.000.009,355.6013,830,042,186.0002,306,510,9130.000.00%005300-4B tng nha ht th - 7cmAsphalt Concrete binder Course 7cmm288,00656,097.000.009,355.6016,156,272,582.0002,694,468,9340.000.00%0CNG BILL No.50.0000VIIAUXILIARY ITEMS (HNG MC PH TR)0.0000.000.000.000.0000.0000.0000.0000.000A - Bin bo (Road Signs)0.00007400-1Bin trnWarning Signsci2,226,4344.000.008,905,736.00000.000.00%007400-3Bin ch dn v thng tinInformation and Guidance Signsm2,594,11744.260.00114,815,618.42000.000.00%0B - Kt cu thp (Steel structure)0.00007505-1Lan can b hnhPedestrian Hand Railingm469,36571.000.0033,324,915.000007505-4Gi long mn loi 1 ( L=22.4m)Gantry sign type 1 ( L=22.4m)ci194,849,5456.000.001,169,097,270.00000.000.00%0C - Vch sn (Pavement Markings)0.000.00007600-2Vch sn ng dy 3 mmThermoplastic Reflective Pavement Markings (t=3.0mm)m341,2042,444.10314.17833,936,696.400107,194,9230.000.00%0D - inh phn quang (Reflective Pavement Studs)0.00007650-2inh phn quang loi 2Reflectorized Pavement Studs 2 typesvin228,9321,823.00303.43417,343,036.00069,463,7870.000.00%0E - Va h (Sidewalk)0.00007910-1Va h loi 1 ( lt gch t chn va h v GPC bn)Interlocking concrete block sidewalksm149,56924,183.023,942.483,617,030,118.380589,672,4170.000.00%007910-2Va h loi 2 ( lt gch BTXM ti nt giao)Interlocking concrete block sidewalksm319,87416.005,117,984.00000.000.00%007910-3Va h loi 3 ( cc li h h vo ng, cng c quan)Interlocking concrete block sidewalksm355,702516.00131.63183,542,232.00046,819,2760.000.00%007910-5G chn mp ngoi hWalkway Edge Wallsm94,0743,160.00520.00297,273,840.00048,918,4800.000.00%007910-9Li ln xung cho ngi khuyt tt (loi 3)Handicap ramp type 3ci2,047,72412.0024,572,688.00000.000.00%0F - B va v an rnh b tng (Concrete Curb and Gutter)0.00007920-1B va bng b tng loi AConcrete Curb, Type Am375,3003,105.00508.141,165,306,500.000190,706,0370.000.00%007920-2B va bng b tng loi BConcrete Curb, Type Bm315,55377.5013.5424,455,357.5004,271,4040.000.00%007920-3B va bng b tng loi CConcrete Curb, Type Cm502,0029,515.001,606.994,776,549,030.000806,711,9850.000.00%007920-5an rnh b tng (loi F)Concrete Gutter (type F)m170,6123,170.50521.44540,925,346.00088,963,1390.000.00%007920-6Sn b vaCurb Markingsm55,30230.721,698,877.44000.000.00%0G -Tng chn (Retaining wall)0.00003110-1ao kt cu loi 1 (bao gm vn chuyn)Structure excavation type 1 (including transportation)m153,8742,143.82334.52329,878,158.68051,474,3150.000.00%003110-1bo kt cu loi 1 (tn dng p)Structure excavation type 1 (Reused the excavation material)m14,8692,165.15336.1332,193,615.3504,997,8550.000.00%003110-4 dm mBlinding stonem581,769201.1331.45117,011,198.97018,296,1500.000.00%003400-7bp tr kt cu K95 (t tn dng)Structural backfill K95 (land take)m15,9211,919.63298.0730,562,429.2304,745,6320.000.00%007930-1b hc xy tng chn (bao gm ng thot nc c tng lc, khe ln)Riprap retaining walls (including floor drains with filter, construction joints)m1,273,1623,059.94479.843,895,799,330.280610,915,1150.000.00%003400-6p t K90 (vt liu tn dng)Soil Embankment K90 (salvageable materials)m14,824245.5238.053,639,588.480564,0040.000.00%003110-5Cc thp hnh (bao gm h khung chng, h v nh cc, khu hao)Steel piles (including anti frames, poles down and spit, depreciation.... )m64,5551,833.00118,329,315.00000.000.00%0CNG BILL No.70.0000VIIILINGHTING AND TUYNEL (CNG TRNH IN V CHIU SNG (HO K THUT V TUYNEL NGANG)0.000A - Ho k thut (Utilities Ditch)0.0000.0000.0000.0000.00003110-1ao kt cu loi 1 (bao gm vn chuyn)Structure excavation type 1 (including transportation)m153,8746,224.001,443.24957,711,776.000222,077,1120.000.00%003400-7ap tr kt cu K95 (bng ct)Backfill structures K95 (sand)m131,1052,944.61508.65386,053,094.05066,686,5580.000.00%007505-7Gi cp bng thp hnh m kmtn50,778,27350.9015.862,584,614,095.700805,343,4100.000.00%008500-2Ho t b cp DBSpecial duct bankm3,266,213293.4096.46958,306,894.200315,058,9060.000.00%008500-3Ho k thut loi 1Utilities ditch type 1m6,733,8521,827.40361.1012,305,441,144.8002,431,593,9570.000.00%008500-4Ho k thut loi 2Utilities ditch type 2m17,310,712863.7054.0014,951,261,954.400934,778,4480.000.00%008500-5Ho k thut loi 3Utilities ditch type 3m6,987,577162.0027.001,131,987,474.000188,664,5790.000.00%0B - Cng hp k thut - Tuynen (Tunnel) Km2+4200.00003110-2ao kt cu loi 2 (bao gm vn chuyn)Structure excavation class 2 (including transportation)m153,874691.31106,374,634.940003110-2bo kt cu loi 2 (tn dng p)Structure excavation class 2 (salvageable up)m14,869226.333,365,300.770003400-7ap tr kt cu K95 (bng ct)Structural backfill K95 (sand)m131,105317.0241,562,907.100003400-7bp tr kt cu K95 (t tn dng)Structural backfill K95 (land take)m15,921226.333,603,399.930003110-5Cc thp hnh (bao gm h khung chng, h v nh cc, khu hao)Steel piles (including anti frames, poles down and spit, depreciation....)m64,5554,490.07289,856,468.850006100-5bB tng loi E (gi bao gm thm lp nha bitum chng thm v lm khe ln)Concrete type E (price includes an extra layer bituminous waterproofing and construction joints)m4,177,168130.60545,538,140.800006100-8B tng loi H (lp m)Concrete type H (padding)m1,176,36517.0019,998,205.000006400-1Ct thp - g Reinforcing Steel - Deformed Barskg27,69925,674.39711,154,928.610006400-2Ct thp - trnReinforcing Steel - Plain Barskg27,17684.522,296,915.520007505-7Thp hnh m kmForm steelkg50,7781,406.0071,393,868.000007930-2Gch xy (cc loi)Brick masonrym1,859,5691.041,933,951.760008500-8H thng chiu sng tuynenLighting system in tuynenT.b42,022,6821.0042,022,682.000008500-9H thng thot nc tuynenDrainage system in tuynenT.b48,672,1031.0048,672,103.000008500-10H thng thng gi tuynenVentilation system in tuynenT.b11,025,9381.0011,025,938.0000C - Tunnel (Cng hp k thut - Tuynen) Km3+031,890.0000.0000.0000.0000.0000.1603110-2ao kt cu loi 2 (bao gm vn chuyn)Structure excavation class 2 (including transportation)m153,874672.26103,443,335.24000.000.00%003110-2bo kt cu loi 2 (tn dng p)Structure excavation class 2 (salvageable up)m14,869197.722,939,898.68000.000.00%003400-7ap tr kt cu K95 (bng ct)Structural backfill K95 (sand)m131,105311.5040,839,207.50000.000.00%003400-7bp tr kt cu K95 (t tn dng)Structural backfill K95 (land take)m15,921197.723,147,900.12000.000.00%003110-5Cc thp hnh (bao gm h khung chng, h v nh cc, khu hao)Steel piles (including anti frames, poles down and spit, depreciation....)m64,5554,426.00285,720,430.00000.000.00%006100-5bB tng loi E (gi bao gm thm lp nha bitum chng thm v lm khe ln)Concrete type E (price includes an extra layer bituminous waterproofing and construction joints)m4,177,168131.62549,798,852.16000.000.00%006100-8B tng loi H (lp m)Concrete type H (padding)m1,176,36516.9319,915,859.45000.000.00%006400-1Ct thp - g Reinforcing Steel - Deformed Barskg27,69925,786.21714,252,230.79000.000.00%006400-2Ct thp - trnReinforcing Steel - Plain Barskg27,17684.522,296,915.52000.000.00%007505-7Thp hnh m kmForm steelkg50,7781,406.0071,393,868.00000.000.00%007930-2Gch xy (cc loi)Brick masonrym1,859,5691.041,933,951.76000.000.00%008500-8H thng chiu sng tuynenLighting system in tuynent.b42,022,6821.0042,022,682.00000.000.00%008500-9H thng thot nc tuynenDrainage system in tuynent.b48,672,1031.0048,672,103.00000.000.00%008500-10H thng thng gi tuynenVentilation system in tuynent.b11,025,9381.0011,025,938.00000.000.00%0D - Tunnel (Cng hp k thut - Tuynen) Km3+542,120.00003110-2ao kt cu loi 2 (bao gm vn chuyn)Structure excavation class 2 (including transportation)m153,874705.29108,525,793.460003110-2bo kt cu loi 2 (tn dng p)Structure excavation class 2 (salvageable up)m14,869361.205,370,682.800003400-7ap tr kt cu K95 (bng ct)Structural backfill K95 (sand)m131,105322.9042,333,804.500003400-7bp tr kt cu K95 (t tn dng)Structural backfill K95 (land take)m15,921361.205,750,665.200003110-5Cc thp hnh (bao gm h khung chng, h v nh cc, khu hao)Steel piles (including anti frames, poles down and spit, depreciation....)m64,5554,426.00285,720,430.000006100-5bB tng loi E (gi bao gm thm lp nha bitum chng thm v lm khe ln)Concrete type E (price includes an extra layer bituminous waterproofing and construction joints)m4,177,168131.57549,589,993.760006100-8B tng loi H (lp m)Concrete type H (padding)m1,176,36516.8319,798,222.950006400-1Ct thp - g Reinforcing Steel - Deformed Barskg27,69925,783.36714,173,288.640006400-2Ct thp - trnReinforcing Steel - Plain Barskg27,17684.522,296,915.520007505-7Thp hnh m kmForm steelkg50,7781,406.0071,393,868.000007930-2Gch xy (cc loi)Brick masonrym1,859,5691.041,933,951.760008500-8H thng chiu sng tuynenLighting system in tuynenT.b42,022,6821.0042,022,682.000008500-9H thng thot nc tuynenDrainage system in tuynenT.b48,672,1031.0048,672,103.000008500-10H thng thng gi tuynenVentilation system in tuynenT.b11,025,9381.0011,025,938.0000CNG BILL No.80.0000IXCNH QUAN (LANDSCAPING)0.000-00.000.00A - Trng c (Grassing)0.00009105-1C l treOplismenus compositusm59,7222,649.00235.60158,203,578.00014,070,3790.000.00%0B - t mu (Top Soiling)0.00009200-1Cung cp v di t muFurnishing and placing Topsoilm102,9071,284.00184.52132,132,588.00018,988,2710.000.00%0C - Cnh quan (Landscaping)0.00009250-1Ngu ct xn trn cao 0.8mAglaia odorata 0.8m highcy295,39071.0012.4620,972,690.0003,680,06709250-3Ta t cnh cao 0.3m; 25 khm/mColeus blunei 0.3m high; 25 khm/mm167,54777.0412,907,820.880009250-4Cm t mai cao 0.2m; 25 khm/mCuphea hyssopfolia 0.2m high; 25 khm/mm152,189989.28162.63150,557,533.92024,750,49709250-5Bng n cao 0.2m; 100 khm/mSerissa foetida 0.2m high; 100 khm/mm244,33723.554.895,754,136.3501,195,11309250-7Bng lng cao 4m; K thn 10cmLagerstroemia Flosreginal Rets 4m; K thn 10cmcy897,733406.0066.63364,479,598.00059,811,46109250-9C cnh - cao 0.8m; K tn 1,0 - 1,5mPalm Tree - 0.8 high; K tn 1,0 - 1,5mcy168,68730.005,060,610.00000.000.00%009250-11Cc thm, cc ng sc - cao 0.3m; K tn 0,3m; 25 khm/mChrysanthemum Colour - 0.3m high; K tn 0,3m; 25 khm/mm244,337800.00216.67195,469,600.00052,939,6830.000.00%009250-12Thin thanh - cao 0.3m; 25 khm/mBlue Sky Tree - 0.3m high; 25 khm/mm340,32463.6021,644,606.40000.000.00%009250-17Bch thin hng - cao 0.7m; 3 cy/khmGardenia angustifolia - 0.7m high; 3 cy/khmm148,350357.7666.6153,073,696.0009,882,2120.000.00%0`09250-18Khung b gc cy v xy bn trng cyTerrorism and build tree planting tubsh609,060406.0066.63247,278,360.00040,578,6230.000.00%0CNG BILL No.900XCOMPLETION AND HAND OVER (HON THIN V BN GIAO)Tng cng (Total)Bili VN/T VND196,387,987,75730,596,385,8470-0.160.000.000.000.0014.5223.5024.7121.9919.6713.5610.9713.3212.7230.234.660.14Cng dn (accumulated)Bili VN/T VND-0.16-0.16-0.160.000.000.000.000.000.000.000.000.000.000.000.000.000.00NoDescription6-OctDecJanFebMarApirlMayJuneJulyAugSeptOctNovDecJanFeb6-Mar1Excavator/ My o111121414141414141414141412102Grader/ My san000003333333333333Truck/ t vn chuyn222223131313131313131312520204Roller/ my lu111111717171717171717171717155Bulldozer/ my i111225555555555556batch mixer/ My trn b tng011221111111111111111111111117Spreader/ My ri000003333333333338Crane/ Cn cu4444444444449Water truct/ Xe ti nc33333333333310Sub Total56689919191919191919191857874Chart of Machine/ Biu my thi cngNoDescription6-OctDecJanFebMarApirlMayJuneJulyAugSeptOctNovDecJanFeb6-Mar1Project Manager / Gim c iu hnh111111111111111112Deputy project manager/Ph gim c iu hnh111111111111111113Quality manager/Gim c qun l cht lng235663333333333334Site Engineer/ K s ng7777777777775Structure engineer/ K s kt cu3333333333336Surveyor/K thut trc c2222222222227Desiger engineer/ K s thit k bn v thi cng2222222222228Laboratory/Cn b th nghim444443333333333339Saferty staff/ Nhn vin an ton1222222222222222210Control enviroment/ Qun l mi trng22222222222211Manpower/ Nhn lc911131414262626262626262626262626Chart of main Manpower/ Biu nhn lc ch chtGhi ch: Biu tin ny lp trn c s khi lng h s thit k k thut cha tnh n khi lng pht sinh, vn bn s 1618/BQL-DA1 ngy 7/11/2012 v trn c s 100% mt bng schRemark: This Schedule in base of quantity of bill contrac, document No 1618/BQL-DA1 deted 7/11/2012 and not obstacle areaBan qun l d n/ Prooject management unitBan iu hnh / Joint venture management2230394040262626262626262626262626919191919191919191857174
tien do thi cong goi 1b
30/58/58/28/58/28/58/28/58/28/58/28/51/330/430/51/430/530/106/111/630/1030/101/730/71/48/18/301/41/430/730/58/28/21/55/15/431/121/1230/11/61/101/530/730/101/41/81/430/91/430/915/315/91/415/41/515/414/415/415/415/415/41/530/930/930/930/930/930/930/930/930/71/51/51/51/51/51/61/615/41/61/230/730/730/730/730/730/830/815/830/915/81/41/41/41/41/41/41/41/430/630/630/630/630/630/630/630/68/28/28/21/41/41/41/41/430/230/230/330/31/21/215/215/21/31/31/31/41/430/430/430/330/430/41/121/121/121/121/121/121/121/121/121/1230/230/230/230/230/230/230/230/230/230/21/91/91/91/91/91/91/930/1130/1130/1130/1130/1130/1130/111/51/51/51/51/51/51/51/51/51/51/51/51/51/51/51/51/530/830/830/830/815/830/830/830/830/830/830/830/830/830/830/830/830/830/81/91/31/31/31/31/31/31/31/330/430/430/430/430/430/430/430/430/61/46/1131/121/430/101/51//430/615/121/1030/11/630/830/81/41/41/41/41/41//230/61/121/31/620/61/515/530/915/730/41/330/91/51/915/121/41//230/415/1215/515/515/1214/415/121/21/215/211/915/41/230/131/121/730/91/430/91/51/530/730/7