SummarySUMMARY SHEETName of the Project: Two Laning of Siwan -
Siswan Road (SH-89) from Km 0.000 to Km 33.065(Length = 33.065 Km)
under proposed ADB Loan for BSHP-II, Loan No. 2663-IND,
Construction Package No-5 GENERAL ABSTRACT OF COSTSL.NO.BILLNO.ITEM
OF WORKSTECH. SANCT.AMT (INR)AS PER EXTRALEAD (INR)REMARKS11SITE
CLEARANCE AND DISMANTLING8,161,6645,286,18722EARTH
WORK90,616,61497,898,88733GRANULAR SUB BASE AND BASE
COURSE418,886,811602,528,73044BITUMINOUS
COURSE232,485,638286,214,32155CONCRETE
PAVEMENT0.00.066CULVERT129,909,772169,824,73577BRIDGES133,071,577169,871,00088DRAINAGE
AND PROTECTION WORK68,460,98796,418,19399TRAFFIC SIGNS MARKING AND
OTHER ROAD
APPURTENANCES6,422,3065,211,2001010MISCELLANEOUS56,308,92765,737,12311(A)TOTAL
OF BILL NO. 1 TO 10 (CIVIL
WORKS)1,144,324,2961,498,990,37612(B)SUPERVISION
CHARGE45,772,97245,772,97213(C)TOTAL ADDITIONAL COST DUE TO EXTRA
LEAD FOR AGGREGATES0.0530,542,47314(D)TOTAL OF (A), (B) &
(C)1,190,097,2682,075,305,82115ADD @ 1% CONTINGENCY CHARGE ON
(D)11,900,97320,753,05816ADD @ 8% OF AGENCY CHARGE ON
(D)95,207,781166,024,46617ADD FOR
ESCALATION95,207,781124,518,34918ADD LA AND R&R
COST220,000,000190,000,00019ADD EMP COST4,571,0004,571,00020ADD
COST OF UTILITY SHIFTING90,000,00030,553,615GRAND
TOTAL1,706,984,8032,611,726,309
Lead CostSiwan-Siswan (SH-89)Calculation of Additional cost of
Transportation for due to increase in LeadTotal qty
required515,029MTQty already brought121,753MTBalance
qty393,276MTDetails of LeadLocation of CampSiswan campChitauli
campLead from Sahebganj431 Km442KMLead from Khakhandua242 Km253
KmLead from Nawada218 Km229km Cost from Nawada QuarryFor Camp-1
(Siswan)Total qty required132,183.00MTLead218KMRate for
Transportation (in Rs. Per KM-MT)6.12Per
KM-MTAmount176,353,271(A-1)For Camp-2 (Chhitauli)Total qty
required382,846MTLead229KMRate for Transportation (in Rs. Per
KM-MT)6.12Per KM-MTAmount536,551,582(A-2)Total Amount of Camp A-1
& A-2712,904,853ANote ; Rate for Transportation as per
SOR-2014, RCD, Bihar excluding OH and profit Cost of materials
already broughtFor Camp-1Location of Quarry-KhakhanduaQty
Brought16,894MTLead242KMRate for Transportation (in Rs. Per
KM-MT)6.12Per KM-MTAmount 25,020,690(B-1)Location of
Quarry-SahebganjQty Brought0.0MTLead431KMRate for Transportation
(in Rs. Per KM-MT)6.12Per KM-MTAmount 0.0(C-1 )For Camp-2Location
of Quarry-KhakhanduaQty Brought104,859MTLead253KMRate for
Transportation (in Rs. Per KM-MT)6.12Per KM-MTAmount
162,359,481(B-2)Location of Quarry-SahebganjQty
Brought0.0MTLead442KMRate for Transportation (in Rs. Per
KM-MT)6.12Per KM-MTAmount 0.0(C-2 )Total cost of (B-1) &
(B-2)187,380,171BTotal cost of (C-1) & (C-2)0.0CTotal Cost of
materials already brought (B+C)187,380,171DCost of Balance
materials to bringFor Camp-1Location of Quarry-KhakhanduaQty to
bring0.0MTLead242KMRate for Transportation (in Rs. Per
KM-MT)6.12Per KM-MTAmount 0.0( E-1)Location of Quarry-SahebganjQty
to bring115,289MTLead431KMRate for Transportation (in Rs. Per
KM-MT)6.12Per KM-MTAmount 304,100,101(F-1 )For Camp-2Location of
Quarry-KhakhanduaQty to bring0.0MTLead253KMRate for Transportation
(in Rs. Per KM-MT)6.12Per KM-MTAmount 0.0( E-2)Location of
Quarry-SahebganjQty to bring277,987MTLead442KMRate for
Transportation (in Rs. Per KM-MT)6.12Per KM-MTAmount
751,967,055(F-2 )Total cost of (E-1) & (E-2)0.0ETotal cost of
(F-1) & (F-2)1,056,067,156FTotal Cost of materials to bring
(E+F)1,056,067,156GCost ImplicationLead Cost on materials from
Nawada (A)712,904,853Lead Cost on materials already brought from
other quarry (D)187,380,171Lead Cost on materials to bring from
other quarry( G)1,056,067,156Total additional Lead cost to be
incurred (H) =(D)+(G)-(A)530,542,473
Mat QtySiwan-Siswan (SH-89) AGGREGATE CONSUMPTIONBoq Item no.Boq
ItemUnitQtyUnit
consumption(Kg)Consumption(MT)40mm26.5mm20mm13mm10mm6mmStone
dustGSB Mix40mm26.5mm20mm13mm10mm6mmStone dustGSB MixBill-3-4.1 A
(i)Highway-GSB -for grading
-ICum103429.672307238612.24869Bill-10-4.1 A Reuse of GSB from
existing roadCum5060.12230711673.69684Bill-3-4.12Highway-Wet Mix
MacadamCum59041.3467649640667639911.9458429284.5046423970.7840439911.94584Bill-10-4.12Junction-WMMCum4865.56764964066763289.0782413.2881975.3933289.078Bill-4-5.6Highway-Dense
Bituminous
MacadamCum15081.524566344803439596877.173129561.683687239.12965172.9613614463.17768Bill-10-5.6
(i)DBM grading
-1Cum1144.38456634480343959521.83728725.53692549.3024392.522341097.46042Bill-4-5.8Highway-Bituminous
ConcreteCum9280.867343107576812.151242877.06667025.61102Bill-6-5.8Culvert-Bituminous
ConcreteCum160.962734310757118.14610849.89822121.848234Bill-7-5.8Bridge-BC
Cum113.75273431075783.49396835.2631286.110264Bill-10-5.8
(i)Junction-BC grading
-1Cum704.24734310757516.91216218.3144533.10968Bill-6-14.5Culvert-Mastic
Asphalt
12mmSqm3219.2324.519.87578.87113563.98219625Bill-7-14.5Bridge-Mastic
Asphalt
12mmSqm2274.73524.519.87555.731007545.210358125Bill-3-15.5Filter
Media- for boulder
pitchingCum2660.422600006012.504Bill-6-13.10Culvert-Filter Media
Cum3984.1486536346342601.6486442525.9498322525.949832Bill-7-13.10Bridge-Filter
Media
Cum891.382653634634582.072446565.136188565.136188Bill-8-13.10Retaining
wall-Filter
MediaCum697.35653634634455.36955442.1199442.1199Bill-6-12.8
(A)Culvert-PCC Grade M 15 in
foundationCum1450.5518655771254.726615836.967927Bill-6-14.10Pcc in
approach slabCum12.686557710.8997.2702Bill-6-15.10 BCulvert-Cement
Concrete M 15-curtain
wallCum877.332865577758.89218506.220564Bill-7-12.8 ABridge-PCC
Grade M 15 in open
foundationCum184.174865577159.31051106.268398Bill-7-12.39Bridge-Levelling
course for Pile cap M
15Cum162.5865577140.562593.7625Bill-7-14.10Bridge-PCC M 15 below
approach slabCum79.3286557768.611845.76764Bill-7-15.10
BBridge-Curtain wall Concrete M
15Cum521.407865577451.017055300.851839Bill-8-13.5 B pDrain-PCC M 15
in foundation Cum5174.338655774475.795452985.58841Bill-8-13.5 E
pDrain-RCC 20 in foundation
Cum802.91833555668.82403445.61505Bill-8-12.8 ARetaining wall-PCC
Grade M 15Cum268.688865577232.41512155.032976Bill-10-12.8 B Case
IICast in Situ Cement M 20 Kerb with M 10
foundationMtr1907.391231543.7174017229.1830823Bill-6-13.5 F
(p)Culvert-RCC -M 25 in
substructureCum7269.0828255505996.992653997.9951Bill-6-14.1 B Case
IIWith Batching plant, Transit mixer & Concrete pump Height Up
to 5mCum1646.1488255501358.0721905.3814Bill-7-12.38 B(ii)Bridge-RCC
M 25 in Pile capCum1931.1438255501593.1929751062.12865Bill-7-13.5 F
(p)Bridge-RCC M 25 in substructre
Cum1754.2918255501447.290075964.86005Bill-7-13.5 F (q)Bridge-RCC M
25 in substructre 5m to 10mCum172.4825550142.2394.82Bill-7-14.1 B
Case ii PWith Batching plant, Transit mixer & Concrete pump For
T-beam & slab,25-35% of (a+b+c) Height upto
5mCum266.783825550220.095975146.73065Bill-7-14.1 C Case ii qWith
Batching plant, Transit mixer & Concrete pump For T-beam &
slab,25-35% of (a+b+c) Height upto 5 to
10mCum838.24825550691.548461.032Bill-7-14.1 C Case ii qWith
Batching plant, Transit mixer & Concrete pump For T-beam &
slab,25-35% of (a+b+c) Height upto
10mCum652.104825550537.9858358.6572Bill-8-12.8 E Case IIRetaining
wall-RCC Grade M 25Cum490.59825550404.73675269.8245Bill-8-13.5
F(p)Retaining wall-RCC M 25 height upto
5mCum258.59825550213.33675142.2245Bill-7-14.6Bridge-Precast RCC M
30
railingMtr588.74152101.489.4884859.698236Bill-6-14.6Bridge-Precast
RCC M 30
railingMtr24.16152101.43.672322.449824Bill-6-14.11Culvert-RCC M 30
approach slab Cum31.580753825.420516.947Bill-7-14.11Bridge-RCC M 30
approach slab Cum233.3807538188.2731125.5154Bill-7-12.24
BBridge-Bored cast-in-situ M35 RCC pile dia
1000mmMtr1180595.815397.21703.0617468.7078Bill-7-12.24
BBridge-Bored cast-in-situ M35 RCC pile dia
1200mmMtr1328857.67571.781138.98576759.32384Bill-7-8.22Bridge-RCC
Crash
barrierMtr588.74294.4196.4173.325056115.628536Total54239.12510287.22166211.9107530.70350643.9223180.54266637.534256298.450Total
qty in MT515029.407
