Don depD N PHT TRIN GTT H NI - HP PHN NGON KM2+200 - KM3+780BNG
TNH KHI LNG DN DP MT BNGSTTHng mcDin tch(m2)Ghi ch1Din tch mt bng
gi thu92968.46T 2+200 - 3+780 o bng my tnh2Tr din tch mt ng
c-2253Ti Km2+365265Xem bn v ph d mt ng cTi Km2+795200Xem bn v ph d
mt ng cTi Km3+1201125Xem bn v ph d mt ng cTi Km3+490168Xem bn v ph
d mt ng cTi Km3+560495Xem bn v ph d mt ng c3Tr din tch phn ao
mng-15183.11Xem trong bng tnh khi lng trc ngangTng din tch dn dp mt
bng75532.35BNG TNH KHI LNG PH D GCH, XY, KCBTSTTHng mcDin
tch(m2)Khi lng(m3)2200-27502750-35003500-36403640-37801Ph d mt ng
c, chiu dy tm tnh 10cm2253225.326.5149.349.502Ph d cng hp BT, xy
3+080Bng ring171.65171.65Tng396.95
Tong hopD N PHT TRIN GIAO THNG TH H NI - HP PHN NGON KM2+200 -
KM3+780TNG HP KHI LNG NG HSTTHng mcn vKhi lngGhi ch1o hu cm30.00Bng
tnh KL theo trc ngang2o bnm30.00Bng tnh KL theo trc ngang3o khng ph
hpm30.00Bng tnh KL theo trc ngang4Ph b KC gch xy, KCBTm3396.95Bng
tnh KL ph d gch, xy, KCBT5p nn ngm368.04Bng tnh KL theo trc ngang6p
t mum3284.71Bng tnh KL theo trc ngang + t mu h trng cy7p om30.00Bng
tnh KL theo trc ngang8p t dnh bo vm34058.20Bng tnh KL t dnh bo v
taluy9Tng chn bao ti tm379.33Bng tnh KL bao ti t10CPDD loi
2m30.00Bng tnh KL theo trc ngang11CPDD loi 1m354.40Bng tnh KL theo
trc ngang + Lm M ti GPC bn12Vi a k thutm20.00Bng tnh KL theo trc
ngang13BTN mn 5cmm2136.00Bng tnh KL theo trc ngang + Lm M ti GPC
bn14BTN th 7cmm2136.00Bng tnh KL theo trc ngang + Lm M ti GPC
bn15Ti nha dnh bmm2136.0016Ti nha thm bmm2136.0017p K98m30.00Bng
tnh KL theo trc ngang18Va h loi 1m226609.31Bng tnh va h loi 119Va h
loi 2m216.00Bng tnh va h loi 220Va h loi 3m2516.00Bng tnh va h loi
321H h cho ngi tn ttci12.00Ti v tr cc bn xe but22Va loi Amd3105Bng
tnh Khi lng b va23Va loi Bmd77.5Bng tnh Khi lng b va24Va loi
Cmd9515Bng tnh Khi lng b va25an rnh BTXMmd3170.5Bng tnh Khi lng b
va26G chn mp ngoi hmd3160T 2+200 n 3+780, 2 bnD N PHT TRIN GIAO
THNG TH H NI - HP PHN NGON KM2+200 - KM3+780TNG HP KHI LNG T CHC
GIAO THNGSTTHng mcn vKhi lngGhi ch1Vch sn dy 3mmm22428.36Bng tnh
khi lng vch sn2Sn b vam25.76Bng tnh khi lng vch sn3Bin trnci4Bng
thng k bin bo4Bin vung/ch nhtm223.14Bng thng k bin bo5Ct bin
boci18Bng thng k bin bo6inh phn quang loi 1ci1823Xem bng tnh inh
phn quang7Gi long mnb2m trn bn v mt bng8Ro chn ngi i bmd71Xem bn v
Bnh ci mng hin hu RC-010
&CD N PHT TRIN GTT H NI - HP PHN NG
Va h loi 1D N PHT TRIN GTT H NI - HP PHN NGON KM2+200 -
KM3+780BNG TNH KHI LNG VA H LOI 1STTHng mcdi (m)rng (m)Din tch
(m2)Ghi ch1H tri1580812640T 2+200 - 3+78041601120112015802,426.292H
phi1580812640T 2+200 - 3+780416011201120520798.533PC bn
tri1539.1111539.11Ngt 40.89m ti Km2+9805201401406751036.554PC bn
phi1539.1111539.11Ngt 40.89m ti Km2+980520140140140214.995Tr va h
loi 3516Bng tnh va h loi 3117215120140214.996Tr h trng cy1091.98Kch
thc 1.64x1.64 - 406 h236.6878.0075.317Tr ga cng thot nc111.72Kch
thc 1.4x1.4 - 57 ci35.289.89.88Tr ga rnh thot nc29.21Kch thc
1.24x1.24 - 19
ci6.159.236.15Tng26609.31m28964.882207.982308.748166.361992.992093.752,426.29BNG
TNH KHI LNG VA H LOI 2STTHng mcdi (m)rng (m)Din tch (m2)Ghi ch1Ti
gii phn cch gia4416Km2+965016.000Tng16.00m2BNG THNG K V TR H H (VA
H LOI 3)STTL TRNHV TRGC GIAODin tch (m2)1km 2+318tri
tuyn90d4.74711703352km 2+332tri tuyn90d3.66343km 2+500tri
tuyn90d4.3364km 2+882tri tuyn90d3.5365km 3+370tri tuyn90d3.5286km
3+565tri tuyn90d-1557km 3+590phi tuyn90d6.5608km 3+645tri
tuyn90d3.31529km 3+715phi tuyn90d5.353610km 3+755tri
tuyn90d3.6832TNG516
Via he loai 3D N PHT TRIN GTT H NI - HP PHN NGON KM2+200 -
KM3+780BNG THNG K V TR H H (VA H LOI 3)STTL TRNHV TRGC GIAODin tch
(m2)1km 2+318tri tuyn/ on the left side90d4.7472km 2+332tri tuyn/
on the left side90d3.66343km 2+500tri tuyn/ on the left
side90d4.3364km 2+882tri tuyn/ on the left side90d3.5365km 3+370tri
tuyn/ on the left side90d3.5286km 3+565tri tuyn/ on the left
side90d-1557km 3+590phi tuyn/ on the right side90d6.5608km 3+645tri
tuyn/ on the left side90d3.31529km 3+715phi tuyn/ on the right
side90d5.353610km 3+755tri tuyn/ on the left
side90d3.6832TNG516
Ngat PCBD N PHT TRIN GTT H NI - HP PHN NGON KM2+200 - KM3+780LM
MT NG BTN TI V TR NGT GII PHN CCH
BNtriphitriphit2200.00+2200.00+2993.43+2993.43+n2952.54+2952.54+3780.00+3780.00+di752.54752.54786.57786.57tr
bn xe but585811611640.89204.45ngt (md)34.7334.7333.5333.53din tch
(m2)34.7334.7333.5333.53TNG DT M
BTN136m254.4triphitriphitriphitriphit2200.00+2200.00+2825.00+2825.00+3500.00+3500.00+3640.00+3640.00+n2825.00+2825.00+3500.00+3500.00+3640.00+3640.00+3780.00+3780.00+di625.00625.00675.00675.00140.00140.00140.00140.00tr
bn xe but58585858580058ngt
(md)27.4327.4329.8429.843.976.776.773.97din tch
(m2)27.4327.4329.8429.843.976.776.773.97TNG DT M
BTN125m254.8559.6910.7410.7421.9423.884.304.30
Ver 2KHI LNG NG H (KM2+200 - KM3+780)PAVING WORKS QUANTITIES
(KM2+200 - KM3+780)STTHng mcn vTheo trc ngangTi v tr ngt PCBBng tnh
ringTngGhi ch1Mt ng BTN 5cmm255779.6313655915.632Mt ng BTN
7cmm255779.6313655915.633Vi a k thutm267326.7967326.794Cp phi dm
loi 1m322964.8013623100.805Cp phi dm loi 2m330099.6830099.686Ct
K98m318059.7418059.747o hu cm365963.6065963.608o
bnm36964.556964.559o ph mt ng cm34440.004440.0010o tm30.0011p
ctm397273.3997273.3912Va h loi 1m226609.3126609.3113Va h loi
2m21616.00Ti PCG at KM2+95014Va h loi 3m2516516.0015H h cho ngi tn
ttci1212.00Ti v tr cc bn xe but
&CD N PHT TRIN GTT H NI - HP PHN NG
Ver 1KHI LNG NG H (GI THU S 2)PAVING WORKS QUANTITIES (CONTRACT
PACKAGE 2)STT / NO.SECTION / ONAC PAVEMENT TYPE 1 (included
gutter)NG BTN LOI 1 (cha tr an rnh chim ch)(M2)SIDEWALK TYPE 1 /
interlockingVA H LOI 1 (M2)SIDEWALK TYPE 2 / concrete blockVA H LOI
2 (M2)SIDEWALK TYPE 3 / concrete blockH H VO NG (M2)CURB RAMP TYPE
3 (EACH)H H LOI 3 (CI)REMOVAL OF EXISTING FLEXIBLE PAVEMENTPH R MT
NG NHA C (M2)REMOVAL OF EXISTING RIGID PAVEMENTPH R MT NG BTXM C
(M2)REMOVAL OF EXISTING SIDEWALKPH D VA H C
(M2)LEFTTRIRIGHTPHILEFTTRIRIGHTPHILEFTTRIRIGHTPHILEFTTRIRIGHTPHI1010Km2200+Km2460+949216972322269285863618502020Km2460+Km2720+95231984202731631832223030Km2720+Km3000+10426220922402332492014040Km3000+Km3260+9496194820043413412211265050Km3260+Km3520+94901904207426026055191686060Km3520+Km3800+1167222262302365552158104221095TOTAL
/ TNG6009911968129691784200533115966044400TOTAL /
TNG60099249373789490120444004084.84440PAVEMENTMT NGAC PAVEMENT
(included gutter)NG BTN (cha tr an rnh chim ch) (M2)LM MT NG TI CC
ON NGT VA GPC BN (M2)GUTTER AREADIN TCH AN RNH(M2)AC PAVEMENT (not
included gutter)NG BTN( tr an rnh chim ch)(M2)- AC surface course /
BTN ht mn 5cm:600997897259205.0- AC binder course / BTN ht th
7cm:600997897259205.0EARTHWORKSCNG TC TDIN TCH CHNH(M2)V TR NGT GPC
BN (M2)V TR GPC BN XY DNG(M2)TNGAC LOI 1- Aggregate base / CPDD loi
1 (m3)6009978645425167.98- Aggregate subbase / CPDD loi 2
(m3)6009978645433315.50- Subgrade K98 / Ct K98
(m3)6009978645419989.30- Geotextile / Vi a k thut (m2)60099VA C TI
PCG: 3162MVA (A+B) MP NG: 3240M63825.00
QUYEN:ng xa ny, n s c link sang file BQ
