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DESIGN CALCULATIONS &
EARTH WORK CALCULATIONS
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Fly wing
Return wall
Expansion Joint Dirt wall
13.30m
Pier cap T-Beam Deck slab&Kerb
Abutment Pier
Top plugging
Curb
Steining
Bottom plugging
Note:-Due to limitation of space,only 5 piers are shown,out of total 11 piers proposed.
Assistant Exe.Engineer Dy. Exe.Engineer
PR,Sompeta PR,Sompeta
GENERAL ALIGNMENT OF THE PROPOSED HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
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TOTAL LENGTH OF THE BRIDGE : 150 Metres CONSTITUENCY : SOMPE
ESTIMATED COST:-Rs.437.00 lakhs DISTRICT : SRIKA
DETAILED PROJECT PROPOSALS
GOVERNMENT OF ANDHRA PRADESH
HYDERABAD
CONSTRUCTION OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER ON THE ROAD FR
TO BATTIGALLURU
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TA
ULAM
M BARUVA
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Name of the work:-Construction of High level Bridge on Mahendratanaya River on the Road from Baruva to Battigalluru
Est.Cost:-Rs.437.00 lakhs
I.SCOPE:
The Road from Baruva to Battigalluruis an important road connecting most of the fisherman population of Sompeta Mandal to
the Mandal head quarters by shortest route.The total length of the Road is 3.00 Km.In this connection,it is to be informed that one high level
bridge is to be constructed on Mahendratanaya River to provide access to the public to Mandal head quarters.Further,the above bridge
is not only useful to the public of Sompeta Mandal,but also useful to the people of Palasa and Mandasa mandals also in view of connectivity
to NH-5 also.
There is heavy pneumatic traffic such as trucks,tractors and iron wheel vehicles,Lorries on the road .Hence,it is necessary to
provide 7.5m widthbridge on Mahendratanaya River to ensure connectivity as explained above.
II.EXISTING FEATURES:
There is existing road in between BARUVA and BATTIGALLURU with a missing high level bridge on Mahendratanaya River.
Hence,one high level bridge is required.
III.PROVISIONS IN THE ESTIMATE
1.Quarry rubbish filling for embankment for a length of 200m on either side of the proposed bridge,as the side soil is not
suitable for formation of embankment.
2.Construction of high level T-beam bridge of 12 spans,each span being 13.10m with well foundations
3.Formation of Approaches&Road for a length of 200m on either side of the Bridge
IV.DESIGN CRITERIA
1.The bridge is designed as per the specifications of the IRC
2.The designs of bridge are enclosed seperately.
V.ESTIMATED AMOUNT
The estimate for construction of high level bridge along with approaches is prepared for an
amount of Rs.437.00 lakhs
Assistant Exe.Engineer Dy. Exe.Engineer
PR,Sompeta PR,Sompeta
SPECIFICATION REPORT
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Name of the work:-Construction of High level Bridge on Mahendratanaya River on the Road from
Baruva to Battigalluru
Est.Cost:Rs.437.00 lakhs
Proposed
Road
1/0
Sompeta Baruva
1.5 km
8/6 0/0 Sand
Railway 2/3 Battigalluru
Crossing
Mahendratanaya
11/6 0/0
Ichapuram 209/2 207/2 202/0 Vizag
Korlam
2.0 Km
HBG metal J.L.Kota Quarry
&Gravel
Assistant Exe.Engineer Dy.Exe.Engineer
PR,Sompeta PR,Sompeta
Quarry Chart
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Name of the work:-Construction of High level Bridge on Mahendratanaya River on the Road from
Baruva to Battigalluru
Est.Cost:Rs.437.00 lakhs
Proposed
Bridge
1/0 Sompeta Baruva
1.5 km
8/6 0/0
R&B Road Railway 2/3 Battigalluru
Crossing
Mahendratanaya
11/6 0/0
Ichapuram NH--5 209/2 207/2 202/0 Vizag
Korlam
R&B Road
P.Sasanam
Assistant Exe.Engineer Dy.Exe.Engineer
PR,Sompeta PR,Sompeta
KEY MAP
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Name of the work:-Construction of High level Bridge on the R/F Baruva to Battigalluru
Est.Cost:-Rs.437.00 lakhs
S.No Description of item Nos Quantity Rate Per AmountLength Bredth Depth
A)BRIDGE PROPER
1 Earth work exacavation and depositing on bank with an initial lead and lift in loamy&clayey soils
like Black Cotton soils,red earth etc complete including dewatering below low water level
for foundations of curtain walls&flexible aprons
Curtain walls 1X4 12.3 1.80 2.9 256.82Cum
3.14(13.18)/4 = 10.35
(10.35+8.45-6.5) = 12.30For flexible aprons 1X2 21.63 6.00 2 519.12Cum
(8.45+2*6.59)
775.94Cum 159.64 1.00Cum 123872
2 Cement Concrete(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing charges for
Curtain walls 1X4 12.3 1.20 0.15 8.86Cum 4348.96 1.00Cum 38514
Approach slab 1X2 3.6 7.45 0.15 8.05Cum 3768.64 1.00Cum 30322
3 Mild steel wrought and put up for well cutting edge with MS angles 2 Nos.of 100X100X12mm size and MS plate of size200X12mm including cost and conveyance of steel to site and all labour charges for fabrication,welding,fixing in position
duly bent upto sharp,anchoring hooks,threading,bolting of all bent up rods of steining and fixing in position etc.complete
for cutting edges of well curbs under piers and abutments.
Piers 1X11 3.14*5.15 0.0542 9.641MT
Abutments 1X2 3.14*6.65 0.0542 2.264MT
11.905MT 52312.00 1.000MT 622774
4 VRCC(1:11/2:3) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for well curbs of all wellsincluding bailing out of water and formation
of bunds for diversion of water etc.complete
DETAILED-CUM-ABSTRACT ESTIMATE
Measurements
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S.No Description of item Nos Quantity Rate Per Amount
Length Bredth Depth
Measurements
Piers 1X11 9.218Cum 101.398Cum
A1=(3.14)/4 * 5.15 * 5.15 = 20.83 Sqm
A2=(3.14)/4 * 3.80 * 3.80 = 11.34 Sqm
A3=(3.14)/4 * 4.95 * 4.95 = 19.24 Sqm
V = (20.83-11.34)*0.3+(20.83-19.24)*1.15
+0.5*(19.24-11.34)*1.15
Abutments 1X2 16.96Cum 33.920Cum
A1=(3.14)/4 * 6.65 * 6.65 = 34.73 Sqm
A2=(3.14)/4 * 5.00 * 5.00 = 19.64 Sqm
A3=(3.14)/4 * 6.45 * 6.45 = 32.67 Sqm
V = (34.73-19.64)*0.3+(34.73-32.67)*1.45
+0.5*(32.67-19.64)*1.45
135.318Cum 5516.78 1Cum 746519
5 VRCC(1:2:4) mix using 40mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for well steining of all wellsincluding bailing out of water and formation
of bunds for diversion of water etc.complete
Piers 1X11 3.14*4.4 0.6 9.155 834.804Cum
(11.75+0.55-1.2-1.45= 9.155)
Abutments 1X2 3.14*5.75 0.75 8.855 239.816Cum
(11.75+0.55-1.2-1.75= 8.855)
1074.620Cum 4829.13 1Cum 5189476
6 VCC(1:2:4) mix using 40mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for top plugging of all wellsincluding bailing out of water and formation
of bunds for diversion of water etc.complete
Piers 1X11 3.14*(3.8*3.8)/4 ---- 0.5 62.345Cum
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S.No Description of item Nos Quantity Rate Per Amount
Length Bredth Depth
Measurements
Abutments 1X2 3.14*(5.0*5.0)/4 ---- 0.5 19.625Cum
81.970Cum 3659.96 1Cum 300006
7 Well sinking in sandy and other loose soils under water either by manual labour,divers or dredgers,
weighing the top of steining to assist sinking etc.including dewatering and other incidental charges
such as hire charges for mechanical equipment etc.complete for wells of internal dia 6.5m and 5.00m
Piers
Upto 2m below GL 1X11 ---- ---- 2.00m 22.00m 17907.66 1.00m 393969
From 2 to 4m below GL 1X11 ---- ---- 2.00m 22.00m 21284.41 1.00m 468257
From 4 to 6m below GL 1X11 ---- ---- 2.00m 22.00m 23424.05 1.00m 515329
From 6 to 8m below GL 1X11 ---- ---- 2.00m 22.00m 25790.54 1.00m 567392
From 8 to 10m below GL 1X11 ---- ---- 2.00m 22.00m 27995.34 1.00m 615897
From 10 to 11m below GL 1X11 ---- ---- 1.00m 11.00m 28401.59 1.00m 312417
From 11 to 12m below GL 1X11 ---- ---- 0.75m 8.25m 28807.84 1.00m 237665
Abutments
Upto 2m below GL 1X2 ---- ---- 2.00m 4.00m 30263.95 1.00m 121056
From 2 to 4m below GL 1X2 ---- ---- 2.00m 4.00m 35970.66 1.00m 143883
From 4 to 6m below GL 1X2 ---- ---- 2.00m 4.00m 39586.64 1.00m 158347
From 6 to 8m below GL 1X2 ---- ---- 2.00m 4.00m 43586.01 1.00m 174344
From 8 to 10m below GL 1X2 ---- ---- 2.00m 4.00m 47312.12 1.00m 189248
From 10 to 11m below GL 1X2 ---- ---- 1.00m 2.00m 47998.68 1.00m 95997
From 11 to 12m below GL 1X2 ---- ---- 0.75m 1.50m 48685.25 1.00m 73028
8 CC(1:2:4) mix with 10% extra cement using 40mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost andfabrication charges of steel for bottom plugging of all wellsincluding bailing out of water and formation
of bunds for diversion of water etc.complete
Piers 1X11 3.14*(3.8*3.8)/4 ---- 0.60 74.814Cum
5.15-0.20=4.95,(4.95+3.80)/2 = 4.374 1X11 3.14*(4.37*4.37)/4 ---- 1.15 189.984Cum
For Concave portion 2/3(dXd)h 1X11 2/3(4.95*4.95) ---- 0.385 69.213Cum
Abutments 1X2 3.14*(5.0*5.0)/4 ---- 0.60 23.550Cum
6.65-0.20=6.45,(6.45+5.0)/2 = 5.725 1X2 3.14*(5.73*5.73)/4 ---- 1.415 72.813Cum
For Concave portion 2/3(dXd)h 1X2 2/3(6.45*6.45) ---- 0.485 26.916Cum
457.290Cum 4548.02 1Cum 2079762
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S.No Description of item Nos Quantity Rate Per Amount
Length Bredth Depth
Measurements
9 Sand filling in between top and bottom pluggings including cost and conveyance of all materials
and all labour charges etc.complete
Piers 1X11 3.14*(3.8*3.8)/4 ---- 8.355 1041.780Cum
Abutments 1X2 3.14*(5.0*5.0)/4 ---- 8.055 316.159Cum
1357.939Cum 173.78 1Cum 235988
10 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for well caps of all wellsincluding bailing out of water and formation
of bunds for diversion of water etc.complete
Piers 1X11 3.14*(5.0*5.0)/4 ---- 1.2 259.050Cum
Abutments 1X2 3.14*(8.5*8.5)/4 ---- 1.2 136.119Cum
395.169Cum 5516.78 1Cum 2180059
11 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for piers,abutments,hammer head bed blocks and return wallsincluding bailing
out of water and formation of bunds for diversion of water,if necessary etc.complete
Piers(3.70-1.20=2.50m) 1X11 3.14*(1.5*1.5)/4 ---- 2.5 48.572Cum
Abutments(3.70-0.50=3.20m) 1X2 8.45 (1.0+0.9)/2 3.2 51.376Cum
Hammer head bed blocks(Rectangular) 1X11 6.00 1.5 0.6 59.400Cum
Hammer head bed blocks(Trapezoidal) 1X11 (6.0+1.5)/2 1.5 0.6 37.125Cum
Return walls 1X4 3.75 0.5 5.144 38.580Cum
235.053Cum 5412.78 1Cum 1272288
12 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for bed blocks,backing walls,bearing pedastalsincluding bailing
out of water and formation of bunds for diversion of water,if necessary etc.complete
Flywings: 1X4 0.15 (0.5+0.35)/2 2.14 0.546Cum
1X4 1.84 0.35 0.3 0.773Cum
1X4 0.92 0.35 1.84 2.370Cum
Backing wall: 1X2 8.45 0.3 1.481 7.509Cum
Abutment caps 1X2 8.45 1.0 0.3 5.070Cum
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S.No Description of item Nos Quantity Rate Per Amount
Length Bredth Depth
Measurements
Bearing pedastals 1X118 0.83 0.42 0.15 6.170Cum
Pier pedastals 1X11 1.5 1.5 0.5 12.375Cum
34.812Cum 5412.78 1Cum 188431
13 Supplying and fixing of fully moulded type Neoprene Rubber Bearingof 500X320X84mm size
including the cost and conveyance of bearings and labour charges for fixing the same in positionconfirming to specifications stipulated in specification for bridges and road works of MOST
drawings.
Abutments 1X6 63.00 22.00 6.10 50727.60cc
Piers 1X80 63.00 22.00 6.10 676368.00cc
727095.60cc 0.70 1.00cc 508967
14 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for Super structure.
Deck slab 1X12 41.30 ---- ---- 495.600Cum
Kerbs over fly wings 1X4 5.59 0.475 0.275 2.921Cum
498.521Cum 6585.90 1Cum 3283206
15 VRCC(1:1:2) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for wearing coat
Over Deck slab 1X12 13.07 7.50 0.075 88.223Cum
Over approach 1X2 3.50 7.50 0.075 3.938Cum92.160Cum 6166.69 1Cum 568322
16 VRCC(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for approach slab
Approach Slab 1X2 3.50 7.45 0.300 15.645Cum 4855.34 1Cum 75962
17 VRCC(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for hand rails&hand posts
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S.No Description of item Nos Quantity Rate Per Amount
Length Bredth Depth
Measurements
Over Deck slab 1X24 13.07 ---- ---- 313.68m
Over approach 1X4 5.59 ---- ---- 22.36m
336.04m 518.22 1.00m 174142
18 Cost supply and fabrication charges of steel including cost of binding wire and all labour charges etc.complete
189995Kg 46.70 1Kg 8872007
19 Rough stone packing for revetment with concrete grouting using CC(1:4:8) using 300mm size Rough stone including cost and conveyance of all
materials and all labour charges etc.complete
Quadrants 1X4 3.14*(6.59*6.59) ---- 1.414*0.3 57.846Cum 1358.69 1Cum 78594
20 Rough stone dry packing for revetment using 300mm size Rough stone including cost and conveyance of all materials and all labour
charges etc.complete.
Approaches 1X4 100.00 5.19 0.300 622.726Cum 648.52 1Cum 403852
21 Providing gravel backing 150mm thickunder revetment including cost,sienorage and conveyance
of all materials to site including all labour charges etc.complete
1X4 3.14*(6.59*6.59) ---- 1.414*0.15 28.923Cum 443.31 1Cum 12822
22 Providing gravel filling behind abutment after laying filter mediaincluding cost,sienorage and
conveyance of gravel to site including spreading,watering,rolling with hand road roller etc.complete
with 1/3rd compaction including all labour charges etc.complete
1X2 3.15 6.25 4.270 168.131Cum 344.03 1Cum 57843
23 Providing filter media behind abutments using 50% of 150mm size soling stone of HBG metal
and remaining 50% with 40mm size HBG metal including cost,sienorage and conveyance of all
materials including all labour charges etc.complete
Length=7.45-0.6+2(3.75-0.3) = 13.75m 1X2 13.75 0.60 4.270 70.455Cum 1234.05 1Cum 86945
24 Providing aprons with jeddy stone of 450mm to 600mm size including cost,seinorage and
conveyance of all materials including all labour charges etc.complete
1X2 ---- 216.72 ---- 433.440Cum 724.86 1Cum 314183
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S.No Description of item Nos Quantity Rate Per Amount
Length Bredth Depth
Measurements
25 Cement Concrete(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing charges for Curtain walls.
1X2 22.65 0.50 2.000 45.300Cum
1X2 22.65 1.00 0.500 22.650Cum67.950Cum 4348.96 1Cum 295512
26 Supplying and fixing of GI Drainage spouts complete as per MOST specification
No.2705.
1X12 ---- ---- ---- 12Nos 869.11 1Nos 10429
27 Providingexpansion joints including cost and conveyance of all materials from approved
source to site fabricated with 2 Nos.MS angles of size 75X75X6mm for 7.5m 1 No.MS plate
of 140X6mm for 7.5m 200 Nos.of 12mm dia MS iron anchor bars of 30.6 Cms and
nuts including welding of MS plate and MS angles and also welding MS anchor bars and
fitting with anchor bolts and nuts including all labour charges for cutting,fixing and painting
the exposed faces of MS angles with anti corrosive paint including 4% TOT
1X13 ---- ---- ---- 13Nos 1598.10 1Nos 20775
28 Providing 100mm dia AC pipe for weep holesat 1m c/c in both horizontal and vertical
directions so that the weep holes in each horizontal row staggered from the weep holes
lying immediately above and below for abutmentys and wing walls including cost and
conveyance of AC pipe and labour charges for cutting to required length,placing the pipe
with a slope of 1:20 towards retaining face etc.complete for finished item of work
Abutments 1X96 0.95 ---- ---- 91.20m
Return walls 1X84 0.50 ---- ---- 42.00m
133.20m 126.62 1.00m 16866
29 Drilling of 150mm dia conformatory bore holesbelow water level in all types of soils at each
pier and abutment locations to required depth(excluding refusal strata) including transport
of boring craft and all other accessories to site,providing boring platform,drilling,insertion of
150mm dia MS casing pipe for collection of disturbed/undisturbed soil samples at 1.50m
interval or at the change strata for conducting various tests as per specifications,removing
casing pipe after completing boring works,incidental royalties etc.complete as per MOSTtechnical specification No.2400
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S.No Description of item Nos Quantity Rate Per Amount
Length Bredth Depth
Measurements
1X19 15.00 ---- ---- 285.00m 450.00 1.00m 128250
30 Rough stone packing for revetment with concrete grouting using CC(1:4:8) using 300mm size Rough stone
including cost and conveyance of all materials and all labour charges etc.complete for bridge approaches
1X2 100.00 3.50 0.300 210.00Cum 1358.69 1.00Cum 285324
B)Bridge approaches:-
31 Filling with quarry rubbish from approved quarry and carted to road
side including conveyance charges etc.complete for widening and
filling including spreading,watering and rolling with power road roller
irrespective of thickness etc.complete
As per Calculation Sheet 4863.757Cum 292.55 1.00Cum 1422902
32 Earth work exacavation and depositing on the bank with an initial
lead and lift in loamy and clayey soils as per SS-20B by manual
labour for foundations
1X2 100.00 1.20 1.50 360.00Cum 55.64 1.00Cum 20030
33 Cement Concrete(1:4:8) mix using 40mm HBG chips including
cost and conveyance of all materials and all labour charges
including machine mixing charges
1X2 100.00 1.20 0.30 72.00Cum 2840.65 1.00Cum 204527
34 Cement Concrete(1:3:6) mix using 40mm HBG chips including
cost and conveyance of all materials and all labour charges
including machine mixing charges
1X2 100.00 (0.90+0.3)/2 1.50 180.00Cum 3166.38 1.00Cum 569948
35 Provision for Caution Boards. ----------------------------- LS -------------------------------------------------------- 10000
36 Provision for design deviation&price escalation ------------ LS -------------------------------------------------------- 3449625
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S.No Description of item Nos Quantity Rate Per Amount
Length Bredth Depth
Measurements
37 Provision for over heads&contractors profit ------------ LS -------------------------------------------------------- 5691881
38 Provision for unforeseen items ------------ LS -------------------------------------------------------- 62246
TOTAL 43700000
Assistant Exe.Engineer Dy.Exe.Engineer
PR,Sompeta PR,Sompeta
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Name of the work:-Construction of High level Bridge on the R/F Baruva to Battigalluru
Est.Cost:- Rs.437.00 Lakhs
S.No Description of item Name of the quarry Initial Conveyance Seinorage Blasting Machine Deduct Total
MR CT Total Cost charges crushing stacking
charges
1 Gravel J.L.Kota 12.00 0.00 12.00 48.00 143.60 20.00 0.00 0.00 (-)4.60 207.00
2 Sand for filling Mahendratanaya 1.20 0.00 1.20 37.00 90.80 36.00 0.00 0.00 (-)9.20 154.60
3 Sand for Mortar Mahendratanaya 1.20 0.00 1.20 89.00 90.80 36.00 0.00 0.00 (-)9.20 206.60
4 Granite stone(225mm) for revetment J.L.Kota 12.00 0.00 12.00 102.00 162.00 45.00 0.00 0.00 (-)15.20 293.80
5 40mm HBG metal-SS5 J.L.Kota 12.00 0.00 12.00 385.00 162.00 45.00 60.00 0.00 (-)15.20 636.806 20mm HBG metal-SS5 J.L.Kota 12.00 0.00 12.00 650.00 162.00 45.00 60.00 162.50 (-)15.20 1064.30
7 Quarry rubbish J.L.Kota 12.00 0.00 12.00 20.50 162.00 0.00 0.00 0.00 (-)9.20 173.30
8 Soling stone 150mm size J.L.Kota 12.00 0.00 12.00 65.50 162.00 45.00 0.00 0.00 (-)15.20 257.30
9 Jeddy stone for aprons 450 to 600mm size J.L.Kota 12.00 0.00 12.00 136.00 162.00 45.00 0.00 0.00 (-)15.20 327.80
1.Certified that the above leads are correct to the best of my knowledge
Assistant Exe.Engineer Dy.Exe.Engineer
PR,Sompeta PR,Sompeta
Lead in Kms
LEAD STATEMENT
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Hydraulic Particulars:-
1.Maximum Flood Level 103.55m
2.Ordinary Flood level 101.11m
3.Lowest Bed level 97.01m
4.Average bed slope 0.0008
5.Rugosity Coefficient 0.03
6.Bottom of deck proposed 104.15m
7.Road Crest level 104.990m
8.Width of carriage way 7.50m
9.Catchment area 176.62SqKm
10.Dickens constant 13.00
11.Ryve's constant 6.80
Soil Particulars:-
0.00 to 2.00m Silty clay
2.00 to 5.00m Silty sand
5.00 to 7.00m Fine sand
Above 7.00m Coarse sand
Discharge Calculations:-
1)Area Velocity method:-
a)At the proposed bridge site:-
Maximum Flood level 103.55m
Slope 0.0008
Rugosity Coefficient 0.03
S.No Chainage R.L Depth of Average Distance Area Wetted
flow depth of (m) (Sqm) perimeter (m) flow (m)
(m)
1 0 103.55 0.00 0.00 0.00 0.00 0.00
2 20 101.35 2.20 1.10 20.00 22.00 20.05
3 45 99 43 1 92 2 06 25 00 51 50 25 05
DESIGN OF HIGH LEVEL BRIDGE ON THE ROAD FROM BARUVA TO BATTIGALLURU
2/3 1/2
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Velocity V = 1/nX(R2/3
XS1/2
) 1.36m/sec
Discharge Q = AXV 356.35Cumecs
b)At 400m Upstream of proposed bridge site:-
Maximum Flood level 103.59m
Slope 0.0008
Rugosity Coefficient 0.03
S.No Chainage R.L Depth of Average Distance Area Wetted
flow depth of (m) (Sqm) perimeter
(m) flow (m)
(m)
1 0 103.59 0.00 0.00 0.00 0.00 0.002 20 101.85 1.74 0.87 20.00 17.40 20.05
3 45 99.93 1.92 1.83 25.00 45.75 25.05
4 65 98.62 1.31 1.61 20.00 32.30 20.05
5 85 97.51 1.11 1.21 20.00 24.20 20.05
6 110 100.37 2.86 1.99 25.00 49.63 25.06
7 130 102.39 2.02 2.44 20.00 48.80 20.05
8 150 103.73 1.34 1.68 20.00 33.60 20.06
251.68 150.37
Hydraulic Radius R= Total area/Wetted perimeter = 1.67
Velocity V = 1/nX(R2/3
XS1/2
) 1.33m/sec
Discharge Q = AXV 334.73Cumecs
c)At 400m Downstream of proposed bridge site:-
Maximum Flood level 103.35mSlope 0.0008
Rugosity Coefficient 0.03
S.No Chainage R.L Depth of Average Distance Area Wetted
flow depth of (m) (Sqm) perimeter
(m) flow (m)
(m)
1 0 102.85 0.00 0.00 0.00 0.00 0.00
2 20 99.85 3.00 1.50 20.00 30.00 20.053 45 98.93 0.92 1.96 25.00 49.00 25.05
4 65 97.62 1.31 1.11 20.00 22.30 20.05
5 85 96.12 1.50 1.41 20.00 28.10 20.05
6 110 99.37 3.25 2.38 25.00 59.38 25.06
7 130 101.39 2.02 2.64 20.00 52.70 20.05
8 150 102.73 1.34 1.68 20.00 33.60 20.06
)Di k ' f l
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a)Dicken's formula:-
Q = CM3/4
= 629.83Cumecs
b)Ryve's formula:-
Q = CM
2/3
= 214.43Cumecs
Maximum Discharge = 629.83Cumecs
Maximum Velocity = 1.41m/sec
Ventway Calculations(H.F.L Condition):-
Assuming afflux = x = 0.15m
Width of river at H.F.L = 150.00mClear span = 13.30m
Depth of flow = di = 6.54m
Head due to velocity of approach = (Vmax /2g)X[di/(di+x)] 0.097m
Combined head due to Velocity of approach and hi = 0.247m
afflux
Velocity through vents Vv = 0.90X(2ghi) = 1.98m/sec
Linear water way required LWW = Qd/(VvXdi) = 48.61m
No.of vents required = LWW /LC = 3.654887218
As per the width of the river = 11.27819549
at H.F.L
No.of vents to be provided 12Nos
No.of piers = 11Nos
Afflux Calculations(H.F.L Condition):-
Un obstructed area of cross section = A = 262.03Sqm
Total vented area provided = No.of ventsXClear spanX(BDL-LBL) = 1139.54Sqm
Which is greater than the Un obstructed area of cross section
Using Orifice formula for calculation of discharge
Q = CoX (2g) X L X DdX [h+(1+e)u /2g]
In the present case,
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448.61 = 0.89X4.43X69X3.7X[h+1.6u2/2g]
1/2
0.198632 = h + 0.0815u
At just upstream of the bridge
Q = W X (Dd+ h) X u
448.61 = 80X[3.70+h]u
u = 5.607/(3.70+h)
Substituting
0.1986 = h + 0.0815[5.607/(3.70+h)]2
Solving h = 12 cm,which is already accounted for.
Scour Depth Calculations:-
Discharge for design of foundations = 1.30XMax.Discharge = 837.67Cumecs
Lacey's Silt factor for very fine silt = 1.76Xm1/2
= 1.5
Discharge per metre width of foundations = q = 5.249
Normal scour depth D = 1.34(q2/f)
1/3= 3.50m
Maximum scour depth Dm = 2.0XD = 7.00m
Depth of foundation = Dm + Max.of 1.2m or 1/3 D m= 9.33m
Bottom level of foundation = 94.22m
Depth of foundation below low bed level = 2.79m
Individual well foundations are proposed due to poor bearing capacity of soil in shallow depths
The well foundations are proposed to be found at a depth of 11.75m from Lowest bed level
No launching aprons,cut off walls are proposed.
Assistant Exe.Engineer Dy.Exe.Engineer
PR,Sompeta PR,Sompeta
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95.00
96.00
97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
0 10 20 30 40 50 60 70 80 90 100 110 120 130
Cross section at Proposed Bridge site
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97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
Cross section at 400m U/S of the Proposed Bridge site
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95.00
96.00
0 10 20 30 40 50 60 70 80 90 100 110 120 130
96.00
97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
Cross section at 400m D/S of the Proposed Bridge site
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95.000 10 20 30 40 50 60 70 80 90 100 110 120 130
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140 150
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140 150
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140 150
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
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F- Level 100.100 102.020 102.075 102.120 102.075 102.020 100.100
G- Level 100.100 100.500 101.505 101.550 101.505 100.300 100.100
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -5.670 100.100 100.100 0.000 0.000 0.000 0.000
2 -3.750 102.020 100.500 1.520 0.760 1.920 1.459
3 -1.875 102.075 101.505 0.570 1.045 1.875 1.959
4 0.000 102.120 101.550 0.570 0.570 1.875 1.069
5 1.875 102.075 101.505 0.570 0.570 1.875 1.069
6 3.750 102.020 100.300 1.720 1.145 1.875 2.1477 5.670 100.100 100.100 0.000 0.860 1.920 1.651
9.354
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
F- Level 99.750 102.460 102.515 102.560 102.515 102.460 99.900
G- Level 99.750 100.100 100.955 101.000 100.955 100.200 99.900
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -6.460 99.750 99.750 0.000 0.000 0.000 0.000
CROSS SECTION AT - 0/000
CROSS SECTION AT - 0/020
98.000
99.000
100.000
101.000
102.000
103.000
-6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000
99.000
100.000
101.000
102.000
103.000
104.000
-7.000 -6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000
103 000
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F- Level 99.750 102.900 102.955 103.000 102.955 102.900 99.700
G- Level 99.750 99.950 100.255 100.300 100.255 99.850 99.700
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -6.900 99.750 99.750 0.000 0.000 0.000 0.000
2 -3.750 102.900 99.950 2.950 1.475 3.150 4.646
3 -1.875 102.955 100.255 2.700 2.825 1.875 5.297
4 0.000 103.000 100.300 2.700 2.700 1.875 5.063
5 1.875 102.955 100.255 2.700 2.700 1.875 5.063
6 3.750 102.900 99.850 3.050 2.875 1.875 5.391
7 6.950 99.700 99.700 0.000 1.525 3.200 4.880
30.339
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
F- Level 101.570 103.340 103.395 103.440 103.395 103.340 101.500
G- Level 101.570 102.210 102.535 102.580 102.535 101.920 101.500
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area1 2 3 4 5 6 7 8
1 -5.520 101.570 101.570 0.000 0.000 0.000 0.000
2 -3.750 103.340 102.210 1.130 0.565 1.770 1.000
3 -1.875 103.395 102.535 0.860 0.995 1.875 1.866
4 0 000 103 440 102 580 0 860 0 860 1 875 1 613
CROSS SECTION AT - 0/040
CROSS SECTION AT - 0/060
99.000
100.000
101.000
102.000
103.000
-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8
99.000
100.000
101.000
102.000
103.000
104.000
-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8
101 000
102.000
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F- Level 99.160 103.780 103.835 103.880 103.835 103.780 99.170
G- Level 99.160 98.410 98.805 98.850 98.805 98.410 99.170
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -8.370 99.160 99.160 0.000 0.000 0.000 0.000
2 -3.750 103.780 98.410 5.370 2.685 4.620 12.405
3 -1.875 103.835 98.805 5.030 5.200 1.875 9.7504 0.000 103.880 98.850 5.030 5.030 1.875 9.431
5 1.875 103.835 98.805 5.030 5.030 1.875 9.431
6 3.750 103.780 98.410 5.370 5.200 1.875 9.750
7 8.360 99.170 99.170 0.000 2.685 4.610 12.378
63.145
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
F- Level 99.100 104.060 104.115 104.160 104.115 104.060 99.150
G- Level 99.100 97.640 98.055 98.100 98.055 97.460 99.150
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -8.710 99.100 99.100 0.000 0.000 0.000 0.0002 -3.750 104.060 97.640 6.420 3.210 4.960 15.922
3 -1.875 104.115 98.055 6.060 6.240 1.875 11.700
4 0.000 104.160 98.100 6.060 6.060 1.875 11.363
5 1.875 104.115 98.055 6.060 6.060 1.875 11.363
6 3.750 104.060 97.460 6.600 6.330 1.875 11.869
7 8 660 99 150 99 150 0 000 3 300 4 910 16 203
CROSS SECTION AT - 0/080
CROSS SECTION AT - 0/100
98.000
99.000
100.000
101.000
-9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9
97.000
98.000
99.000
100.000
101.000
102.000
103.000
104.000
105.000
-9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9
98 000
99.000
.
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F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990
G- Level 101.215 101.260 101.305 101.350 101.305 101.260 101.215
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -3.750 104.990 101.215 3.775 1.888 0.000 0.000
2 -3.750 104.990 101.260 3.730 1.865 0.000 0.000
3 -1.875 104.990 101.305 3.685 3.708 1.875 6.952
4 0.000 104.990 101.350 3.640 3.663 1.875 6.867
5 1.875 104.990 101.305 3.685 3.663 1.875 6.867
6 3.750 104.990 101.260 3.730 3.708 1.875 6.9527 3.750 104.990 101.215 3.775 3.753 0.000 0.000
27.638
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990
G- Level 99.120 99.230 99.340 99.430 99.340 99.230 99.120
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -3.740 104.990 99.120 5.870 2.935 0.000 0.000
2 -3.750 104.990 99.230 5.760 2.880 0.010 0.029
3 -1.875 104.990 99.340 5.650 5.705 1.875 10.697
4 0.000 104.990 99.430 5.560 5.605 1.875 10.5095 1.875 104.990 99.340 5.650 5.605 1.875 10.509
6 3.750 104.990 99.230 5.760 5.705 1.875 10.697
7 3.750 104.990 99.120 5.870 5.815 0.000 0.000
42.441
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
CROSS SECTION AT - 0/120
CROSS SECTION AT - 0/140
96.000
97.000
98.000
-12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12
99.000
100.000
101.000
102.000
103.000
104.000
105.000
106.000
-6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000
97.000
.
-6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000
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F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990
G- Level 97.430 97.650 97.890 98.120 97.890 97.650 97.430
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -3.740 104.990 97.430 7.560 3.780 0.000 0.000
2 -3.750 104.990 97.650 7.340 3.670 0.010 0.037
3 -1.875 104.990 97.890 7.100 7.220 1.875 13.538
4 0.000 104.990 98.120 6.870 6.985 1.875 13.097
5 1.875 104.990 97.890 7.100 6.985 1.875 13.097
6 3.750 104.990 97.650 7.340 7.220 1.875 13.538
7 3.750 104.990 97.430 7.560 7.450 0.000 0.000
53.305
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990
G- Level 96.450 96.680 96.890 97.010 96.890 96.680 96.450
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area1 2 3 4 5 6 7 8
1 -3.740 104.990 96.450 8.540 4.270 0.000 0.000
2 -3.750 104.990 96.680 8.310 4.155 0.010 0.042
3 -1.875 104.990 96.890 8.100 8.205 1.875 15.384
4 0.000 104.990 97.010 7.980 8.040 1.875 15.075
5 1.875 104.990 96.890 8.100 8.040 1.875 15.075
6 3.750 104.990 96.680 8.310 8.205 1.875 15.384
7 3.750 104.990 96.450 8.540 8.425 0.000 0.00060.960
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
CROSS SECTION AT - 0/160
CROSS SECTION AT - 0/180
6.000 5.000 4.000 3.000 2.000 1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000
96.000
97.000
98.000
99.000
100.000101.000
102.000
103.000
104.000
105.000
106.000
-6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000
105.000
106.000
F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990
G- Level 99.450 99.560 99.690 99.870 99.690 99.560 99.450
CROSS SECTION AT 0/200
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Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -3.740 104.990 99.450 5.540 2.770 0.000 0.000
2 -3.750 104.990 99.560 5.430 2.715 0.010 0.027
3 -1.875 104.990 99.690 5.300 5.365 1.875 10.059
4 0.000 104.990 99.870 5.120 5.210 1.875 9.769
5 1.875 104.990 99.690 5.300 5.210 1.875 9.769
6 3.750 104.990 99.560 5.430 5.365 1.875 10.059
7 3.750 104.990 99.450 5.540 5.485 0.000 0.000
39.683
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
F- Level 104.990 104.990 104.990 104.990 104.990 104.990 104.990
G- Level 101.755 101.800 101.845 101.890 101.845 101.800 101.755
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -3.750 104.990 101.755 3.235 1.618 0.000 0.0002 -3.750 104.990 101.800 3.190 1.595 0.000 0.000
3 -1.875 104.990 101.845 3.145 3.168 1.875 5.939
4 0.000 104.990 101.890 3.100 3.123 1.875 5.855
5 1.875 104.990 101.845 3.145 3.123 1.875 5.855
6 3.750 104.990 101.800 3.190 3.168 1.875 5.939
7 3.750 104.990 101.755 3.235 3.213 0.000 0.000
23.588
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
CROSS SECTION AT - 0/200
CROSS SECTION AT - 0/220
101.000
102.000
103.000
104.000
105.000
106.000
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
105.000
106.000
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
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1 -3.750 104.990 103.095 1.895 0.947 0.000 0.000
2 -3.750 104.990 103.140 1.850 0.925 0.000 0.000
3 -1.875 104.990 103.185 1.805 1.827 1.875 3.427
4 0.000 104.990 103.230 1.760 1.782 1.875 3.342
5 1.875 104.990 103.185 1.805 1.782 1.875 3.342
6 3.750 104.990 103.140 1.850 1.827 1.875 3.427
7 3.750 104.990 103.095 1.895 1.873 0.000 0.000
13.537
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
F- Level 101.490 104.640 104.695 104.740 104.695 104.640 101.480
G- Level 101.490 102.030 102.480 103.130 102.580 102.230 101.480
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -6.900 101.490 101.490 0.000 0.000 0.000 0.000
2 -3.750 104.640 102.030 2.610 1.305 3.150 4.111
3 -1.875 104.695 102.480 2.215 2.413 1.875 4.523
4 0.000 104.740 103.130 1.610 1.913 1.875 3.5865 1.875 104.695 102.580 2.115 1.863 1.875 3.492
6 3.750 104.640 102.230 2.410 2.262 1.875 4.242
7 6.910 101.480 101.480 0.000 1.205 3.160 3.808
23.762
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
CROSS SECTION AT - 0/260
98.000
99.000
100.000
101.000
102.000
103.000
104.000
105.000
-9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9
102.000
103.000
104.000
105.000
1 -6.880 101.010 101.010 0.000 0.000 0.000 0.000
2 -3.750 104.140 101.550 2.590 1.295 3.130 4.053
3 -1 875 104 195 102 000 2 195 2 392 1 875 4 486
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3 1.875 104.195 102.000 2.195 2.392 1.875 4.486
4 0.000 104.240 102.650 1.590 1.892 1.875 3.548
5 1.875 104.195 102.100 2.095 1.842 1.875 3.455
6 3.750 104.140 101.750 2.390 2.242 1.875 4.205
7 6.890 101.000 101.000 0.000 1.195 3.140 3.752
23.499
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
F- Level 101.480 103.640 103.695 103.740 103.695 103.640 101.470
G- Level 101.480 102.020 102.470 103.120 102.570 102.220 101.470
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area1 2 3 4 5 6 7 8
1 -5.910 101.480 101.480 0.000 0.000 0.000 0.000
2 -3.750 103.640 102.020 1.620 0.810 2.160 1.750
3 -1.875 103.695 102.470 1.225 1.422 1.875 2.667
4 0.000 103.740 103.120 0.620 0.922 1.875 1.730
5 1.875 103.695 102.570 1.125 0.872 1.875 1.636
6 3.750 103.640 102.220 1.420 1.272 1.875 2.386
7 5.920 101.470 101.470 0.000 0.710 2.170 1.541
11.709
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
CROSS SECTION AT - 0/300
100.000
101.000
102.000
103.000
104.000
105.000
-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8
100.000
101.000
102.000
103.000
104.000
105.000
4 0.000 103.240 102.670 0.570 0.872 1.875 1.636
5 1.875 103.195 102.120 1.075 0.822 1.875 1.542
6 3.750 103.140 101.770 1.370 1.222 1.875 2.292
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6 3.750 103.140 101.770 1.370 1.222 1.875 2.292
7 5.870 101.020 101.020 0.000 0.685 2.120 1.452
11.152
Name of the Road: CONS. OF HIGH LEVEL BRIDGE ON MAHENDRATANAYA RIVER
F- Level 100.730 102.640 102.695 102.740 102.695 102.640 100.720
G- Level 100.730 101.270 101.720 102.370 101.820 101.470 100.720
Sl.No. Chainage Formation L. Ground Level Difference Mean Distance Area
1 2 3 4 5 6 7 8
1 -5.660 100.730 100.730 0.000 0.000 0.000 0.000
2 -3.750 102.640 101.270 1.370 0.685 1.910 1.308
3 -1.875 102.695 101.720 0.975 1.172 1.875 2.198
4 0.000 102.740 102.370 0.370 0.672 1.875 1.261
5 1.875 102.695 101.820 0.875 0.622 1.875 1.167
6 3.750 102.640 101.470 1.170 1.022 1.875 1.917
7 5.670 100.720 100.720 0.000 0.585 1.920 1.123
8.975
CROSS SECTION AT - 0/350
100.000
101.000
102.000
103.000
104.000
105.000
-6.000 -5.000 -4.000 -3.000 -2.000 -1.000 0.000 1.000 2.000 3.000 4.000 5.000 6.000
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104.74
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*-
ABSTRACT QUANTITY OF QUARRY RUBBISH FOR APPROA
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Name of the Work: Construction of High level Bridge on the R/F Baruva to Batt
Sl.No. Chainage Area Mean Distance Quantity1 2 3 4 5 6
1 0 9.354 0.000 0.00 0.000
2 20 19.197 14.275 20.00 285.510
3 40 30.339 24.768 20.00 495.356
4 60 9.535 19.937 20.00 398.733
5 80 63.145 36.340 20.00 726.796
6 100 78.418 70.782 20.00 1415.634
7 120 27.638 53.028 0.00 0.0008 140 42.441 35.039 0.00 0.000
9 160 53.305 47.873 0.00 0.000
10 180 60.960 57.133 0.00 0.000
11 200 39.683 50.322 0.00 0.000
12 220 23.588 31.635 0.00 0.000
13 240 13.537 18.563 0.00 0.000
14 260 23.762 18.650 10.00 186.499
15 280 23.499 23.631 20.00 472.617
16 300 11.709 17.604 20.00 352.084
17 320 11.152 11.431 20.00 228.61318 350 8.975 10.064 30.00 301.914
TOTAL QUANTITY 4863.76Cum
NOTE:-As the side earth is not suitable for formation of embankment,quarry rubbis
Asst.Executive Engineer Dy.Exe.Engineer
PR,Sompeta PR,Sompeta
ABSTRACT QUANTITY OF QUARRY RUBBISH FOR APPROA
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Total Quantity of Earth work 9727.515
Deduct Crust Portion
Earth work Quantity -19177.387
Asst. Exe.Engineer Deputy Exe.Engineer Executive Engineer
PR,Ichapuram PR,Ichapuram PR,Tekkali
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igalluru
Remarks
7
CHES
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h is proposed.
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Superintending Engineer
PR,Srikakulam
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Name of the work:-Construction of High level Bridge on the R/F Baruva to Battigalluru
Est.Cost:- Rs.437.00 lakhs
S.No Quantity Description Rate Per Amount
1 Cement Mortor (1:3) (1:5) (1:6)
1.00Cum Cost of sand 206.60 206.60 206.60
5800/1MT Cost of SR Cement 2784.00 1670.40 1392.001.00Cum Mixing charges 19.00 19.00 19.00
3009.60 1896.00 1617.60
2 Cement Concrete(1:3:6) mix using 40mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing charges
0.92Cum Cost of 40mm HBG metal 636.80 1Cum 585.86
0.46Cum Cost of sand 206.60 1Cum 95.04
220.00Kg Cost of SR cement 5800.00 1000Kg 1276.00
1.00Cum Labour charges 449.20 1Cum 449.20
1.00Cum Centring charges 601.00 1Cum 601.00
DATA SHEET
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1.00Cum Machine mixing charges 37.50 1Cum 37.50
Add VAT@4% 121.78
3166.38
3 Cement Concrete(1:4:8) mix using 40mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing charges
0.92Cum Cost of 40mm HBG metal 636.80 1Cum 585.86
0.46Cum Cost of sand 206.60 1Cum 95.04
166.00Kg Cost of SR cement 5800.00 1000Kg 962.801.00Cum Labour charges 449.20 1Cum 449.20
1.00Cum Centring charges 601.00 1Cum 601.00
1.00Cum Machine mixing charges 37.50 1Cum 37.50
Add VAT@4% 109.26
2840.65
4 Cement Concrete(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing charges
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04331.00Kg Cost of SR cement 5800.00 1000Kg 1919.80
1.00Cum Labour charges 449.20 1Cum 449.20
1.00Cum Machine mixing charges 37.50 1Cum 37.50
Add VAT@4% 139.23
3619.92
S.No Quantity Description Rate Per Amount
5 Sand filling in foundations including watering and ramming including cost and conveyance of all materials
and all labour charges etc.complete
1.00Cum Cost of sand 154.60 1Cum 154.60
1.00Cum Labour charges 12.50 1Cum 12.50
Add VAT@4% 6.68
173.78
6 Granite stone dry packing for revetment using 300mm size Rough stone including cost and conveyance of all materials and all labour charges etc.complete.
1.10Cum Rough stone 300m for revetment 293.80 1Cum 323.18
1.00Cum Labour charges 300.40 1Cum 300.40Add VAT@4% 24.94
648.52
7 Ganite stone packing for revetment with concrete grouting using CC(1:4:8) using 300mm size Rough stone including cost and conveyance of all materials and all labour charges
etc.complete.
1.10Cum Rough stone 300m for revetment 293.80 1Cum 323.18
1.00Cum Labour charges 300.40 1Cum 300.40
0.25Cum CC(1:4:8) 2731.39 1Cum 682.85
Add VAT@4% 52.26
1358.69
8 CC(1 2 ) 20 G f
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8 VRCC(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for bed blocks of culverts
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04
331.00Kg Cost of SR cement 5800.00 1000Kg 1919.80
1.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 679.00 1Cum 679.001.00Cum Vibrating Charges 38.50 1Cum 38.50
Add VAT@4% 181.74
4725.13
9 VRCC(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for deck slab of culverts
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04
331.00Kg Cost of SR cement 5800.00 1000Kg 1919.801.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 1430.00 1Cum 1430.00
1.00Cum Vibrating Charges 38.50 1Cum 38.50
Add VAT@4% 211.78
5506.17
S.No Quantity Description Rate Per Amount
10 Collection and supply of Quarry Rubbish from the approved quarry and stacking at the site including conveyance charges etc.complete for widening and
filling including spreading,watering and rolling with power road roller of 8-10 Tonnes capacity including the hire charges of PRR
1.50Cum Cost of Quarry Rubbish 173.30 1Cum 259.95
1.00Cum Labour charges for filling 12.50 1Cum 12.50
1.00Cum Rolling charges with PRR 88.50 10Cum 8.85
Add VAT@4% 11.25
292.55
11 Earth work exacavation and depositing on bank with an initial lead and lift in loamy&clayey soils
like Black Cotton soils,red earth etc complete
1.00Cum Earth work exacavation 33.50 1.00Cum 33.50 13.00 1.00Cum 13.00
1.00Cum Seinorage Charges 20.00 1.00Cum 20.00 20.00 1.00Cum 20.00
Add VAT@4% 2.14 0.66
55.64 33.66
12 Cost supply and fabrication charges of steel including cost of binding wire and all labour charges etc.complete
1 00Kg Cost and supply of Fe415 Steel 38 90 1 00Kg 38 90
Manual Machinery
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1.00Kg Cost and supply of Fe415 Steel 38.90 1.00Kg 38.90
1.00Kg Fabrication charges 6.00 1.00Kg 6.00
Add VAT@4% 1.80
TOTAL 46.70
Bridge Data:-
13 Earth work exacavation and depositing on bank with an initial lead and lift in loamy&clayey soils
like Black Cotton soils,red earth etc complete including dewatering below low water level
1.00Cum Earth work exacavation 33.50 1.00Cum 33.50
1.00Cum Seinorage Charges 20.00 1.00Cum 20.00
1.00Cum Dewatering charges 100.00 1.00Cum 100.00
Add VAT@4% 6.14
159.64
14 Cement Concrete(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing charges for
CC(1:2:4) for approach slab
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04
331.00Kg Cost of SR cement 5800.00 1000Kg 1919.80
1.00Cum Labour charges 449.20 1Cum 449.20
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 143.00 1Cum 143.00
Manual
S.No Quantity Description Rate Per Amount
Add VAT@4% 144.95
3768.64
15 CC(1:2:4) for curtain walls
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04
331.00Kg Cost of SR cement 5800.00 1000Kg 1919.80
1.00Cum Labour charges 449.20 1Cum 449.20
1.00Cum Machine mixing charges 37.50 1Cum 37.501.00Cum Centring charges 601.00 1Cum 601.00
1.00Cum Bailing out of water 100.00 1.00Cum 100.00
Add VAT@4% 167.27
4348.96
16 Mild steel wrought and put up for well cutting edge with MS angles 2 Nos.of 100X100X12mm size and MS plate of size
200X12mm including cost and conveyance of steel to site and all labour charges for fabrication,welding,fixing in position
duly bent upto sharp,anchoring hooks,threading,bolting of all bent up rods of steining and fixing in position etc.complete
for cutting edges of well curbs under piers and abutments.
1.00MT Cost and supply of MS angles 38900.00 1.00MT 38900.001 00MT Fabrication charges 9500 00 1 00MT 9500 00
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1.00MT Fabrication charges 9500.00 1.00MT 9500.00
Add MBA@20% 1900.00
Add VAT@4% 2012.00
TOTAL 52312.00
17 VRCC(1:11/2:3) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for well curbs of all wellsincluding bailing out of water and formation
of bunds for diversion of water etc.complete
VRCC(1:11/2:3) for well curbs
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04
445.00Kg Cost of SR cement 5800.00 1000Kg 2581.00
1.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 679.00 1Cum 679.00
1.00Cum Vibrating Charges 38.50 1Cum 38.50
1.00Cum Bailing out of water 100.00 1Cum 100.00
Add VAT@4% 212.185516.78
18 VRCC(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for well steining of all wellsincluding bailing out of water and formation
of bunds for diversion of water etc.complete
S.No Quantity Description Rate Per Amount
VRCC(1:2:4) for well steining
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04
331.00Kg Cost of SR cement 5800.00 1000Kg 1919.80
1.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 679.00 1Cum 679.00
1.00Cum Vibrating Charges 38.50 1Cum 38.50
1.00Cum Bailing out of water 100.00 1Cum 100.00Add VAT@4% 185.74
4829.13
19 VCC(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for top plugging of all wellsincluding bailing out of water and formation
of bunds for diversion of water etc.complete
VCC(1:2:4) for top plugging of well
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.160.46Cum Cost of sand 206.60 1Cum 95.04
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331.00Kg Cost of SR cement 5800.00 1000Kg 1919.80
1.00Cum Labour charges 449.20 1Cum 449.20
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Vibrating Charges 38.50 1Cum 38.50
Add VAT@4% 140.77
3659.96
20 Well sinking in sandy and other loose soils under water either by manual labour,divers or dredgers,
weighing the top of steining to assist sinking etc.including dewatering and other incidental charges
such as hire charges for mechanical equipment etc.complete for wells upto 4m internal dia
1.00m Upto 2m below GL 11020.10 1.00m 11020.10 17218.9 1.00m 17218.91 29099.95 1.00m 29099.95
Add VAT@4% 440.80 688.76 1164.00
Total 11460.90 17907.66 30263.95
1.00m From 2 to 4m below GL 13098.10 1.00m 13098.10 20465.8 1.00m 20465.78 34587.17 1.00m 34587.17
Add VAT@4% 523.92 818.63 1383.49
Total 13622.02 21284.41 35970.66
1.00m From 4 to 6m below GL 14414.80 1.00m 14414.80 22523.1 1.00m 22523.13 38064.08 1.00m 38064.08
Add VAT@4% 576.59 900.93 1522.56
Total 14991.39 23424.05 39586.64
1.00m From 6 to 8m below GL 15871.10 1.00m 15871.10 24798.6 1.00m 24798.59 41909.62 1.00m 41909.62
Add VAT@4% 634.84 991.94 1676.38
4.00m internal dia 5.00m internal dia 6.50m internal dia
S.No Quantity Description Rate Per Amount
Total 16505.94 25790.54 43586.01
1.00m From 8 to 10m below GL 17227.90 1.00m 17227.90 26918.6 1.00m 26918.59 45492.42 1.00m 45492.42
Add VAT@4% 689.12 1076.74 1819.70
Total 17917.02 27995.34 47312.12
1.00m From 10 to 11m below GL 17477.90 1.00m 17477.90 27309.2 1.00m 27309.22 46152.58 1.00m 46152.58
Add VAT@4% 699.12 1092.37 1846.10
Total 18177.02 28401.59 47998.68
1.00m From 11 to 12m below GL 17727.90 1.00m 17727.90 27699.8 1.00m 27699.84 46812.74 1.00m 46812.74
Add VAT@4% 709.12 1107.99 1872.51
Total 18437.02 28807.84 48685.25
21 CC(1:2:4) mix with 10% extra cement using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for bottom plugging of all wellsincluding bailing out of water and formation
of bunds for diversion of water etc.complete
CC(1:2:4) for bottom plugging of wells
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
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0.46Cum Cost of sand 206.60 1Cum 95.04
364.00Kg Cost of SR cement 5800.00 1000Kg 2111.20
1.00Cum Labour charges 449.20 1Cum 449.20
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 601.00 1Cum 601.00
1.00Cum Bailing out of water 100.00 1Cum 100.00
Add VAT@4% 174.92
4548.02
22 Sand filling in between top and bottom pluggings including cost and conveyance of all materials
and all labour charges etc.complete
Sand filling
1.00Cum Cost of sand 154.60 1Cum 154.60
1.00Cum Labour charges 12.50 1Cum 12.50
Add VAT@4% 6.68
173.78
23 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for well caps of all wellsincluding bailing out of water and formationof bunds for diversion of water etc.complete
VRCC(1:11/2:3) for well caps
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04
445.00Kg Cost of SR cement 5800.00 1000Kg 2581.00
S.No Quantity Description Rate Per Amount1.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 679.00 1Cum 679.00
1.00Cum Vibrating Charges 38.50 1Cum 38.50
1.00Cum Bailing out of water 100.00 1Cum 100.00
Add VAT@4% 212.18
5516.78
24 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost andfabrication charges of steel for piers,abutments,hammer head bed blocks and return wallsincluding bailing
out of water and formation of bunds for diversion of water,if necessary etc.complete
VRCC(1:11/2:3) for Piers,abutments etc.
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04
445.00Kg Cost of SR cement 5800.00 1000Kg 2581.00
1.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 679.00 1Cum 679.001.00Cum Vibrating Charges 38.50 1Cum 38.50
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Add VAT@4% 208.18
5412.78
25 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for bed blocks,backing walls,bearing pedastalsincluding bailing
out of water and formation of bunds for diversion of water,if necessary etc.complete
VRCC(1:11/2:3) for bed blocks,backing walls etc.
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04
445.00Kg Cost of SR cement 5800.00 1000Kg 2581.00
1.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 679.00 1Cum 679.00
1.00Cum Vibrating Charges 38.50 1Cum 38.50
Add VAT@4% 208.18
5412.78
26 Supplying and fixing of fully moulded type Neoprene Rubber Bearingof 500X320X84mm size
including the cost and conveyance of bearings and labour charges for fixing the same in position
confirming to specifications stipulated in specification for bridges and road works of MOST
drawings.
13440 50*32*8.4cc provisional rate 1.30 1.00cc 17472.00
Add VAT@4% 698.88
S.No Quantity Description Rate Per Amount18170.88
27 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for Beams of bridge.
VRCC(1:11/2:3) for Beams
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04445.00Kg Cost of SR cement 5800.00 1000Kg 2581.00
1.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 1807.00 1Cum 1807.00
1.00Cum Vibrating Charges 38.50 1Cum 38.50
Add VAT@4% 253.30
6585.90
28 VRCC(1:11/2:3) Controlled concrete mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for deck slab of bridge.
CC( ) f f
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VRCC(1:11/2:3) for deck slab of bridge
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04
445.00Kg Cost of SR cement 5800.00 1000Kg 2581.00
1.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 1430.00 1Cum 1430.00
1.00Cum Vibrating Charges 38.50 1Cum 38.50
Add MBA@20% 158.88
Add VAT@4% 244.58
6359.05
29 VRCC(1:1:2) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for wearing coat
VRCC(1:1:2) for wearing coat
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.160.46Cum Cost of sand 206.60 1Cum 95.04
662.40Kg Cost of SR cement 5800.00 1000Kg 3841.92
1.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 143.00 1Cum 143.00
1.00Cum Vibrating Charges 38.50 1Cum 38.50
Add VAT@4% 237.18
S.No Quantity Description Rate Per Amount6166.69
30 VRCC(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for approach slab
VRCC(1:2:4) for approach slab
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04445.00Kg Cost of SR cement 5800.00 1000Kg 2581.00
1.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 143.00 1Cum 143.00
1.00Cum Vibrating Charges 38.50 1Cum 38.50
Add VAT@4% 186.74
4855.34
31 VRCC(1:2:4) mix using 20mm HBG chips including cost and conveyance of all materials
and all labour charges including machine mixing and vibrating charges but excluding cost and
fabrication charges of steel for hand rails&hand posts
VRCC(1:2:4) for hand rails and hand posts
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VRCC(1:2:4) for hand rails and hand posts
0.92Cum Cost of 20mm HBG chips 1064.30 1Cum 979.16
0.46Cum Cost of sand 206.60 1Cum 95.04
445.00Kg Cost of SR cement 5800.00 1000Kg 2581.00
1.00Cum Labour charges 794.40 1Cum 794.40
1.00Cum Machine mixing charges 37.50 1Cum 37.50
1.00Cum Centring charges 1987.00 1Cum 1987.00
1.00Cum Vibrating Charges 38.50 1Cum 38.50
Add VAT@4% 260.50
6773.10
Per RM 518.22
32 Providing gravel backing 150mm thickunder revetment including cost,sienorage and conveyance
of all materials to site including all labour charges etc.complete
1.18Cum Cost of gravel 207.00 1Cum 244.26
0.70Cum Man Mazdoor 130.00 1Cum 91.00
0.70Cum Woman Mazdoor 130.00 1Cum 91.00
Add VAT@4% 17.05443.31
33 Providing gravel filling behind abutment after laying filter mediaincluding cost,sienorage and
conveyance of gravel to site including spreading,watering,rolling with hand road roller etc.complete
with 1/3rd compaction including all labour charges etc.complete
S.No Quantity Description Rate Per Amount1.50Cum Cost of gravel 207.00 1Cum 310.50
1.00Cum Spreading,watering and rolling 203.00 10Cum 20.30
Add VAT@4% 13.23
344.03
34 Providing aprons with jeddy stone of 450mm to 600mm size including cost,seinorage and
conveyance of all materials including all labour charges etc.complete
1.10Cum Cost of Jeddy stone 327.80 1Cum 360.58
1.00Cum Labour charges 336.40 1Cum 336.40Add VAT@4% 27.88
724.86
35 Supplying and fixing of GI Drainage spouts complete as per MOST specification
No.2705.
1No MS grating 260X260mm at site 92.00 1No 92.00
1No 100mm dia GI pipe 1Rmt 782.30 1No 711.18
0.10Kg Cost of anti corrosive paint 325.00 1Kg 32.50
Add VAT@4% 33.43
869.11
36 Providing expansion joints including cost and conveyance of all materials from approved
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36 Providingexpansion joints including cost and conveyance of all materials from approved
source to site fabricated with 2 Nos.MS angles of size 75X75X6mm for 7.5m 1 No.MS plate
of 140X6mm for 7.5m 200 Nos.of 12mm dia MS iron anchor bars of 30.6 Cms and
nuts including welding of MS plate and MS angles and also welding MS anchor bars and
fitting with anchor bolts and nuts including all labour charges for cutting,fixing and painting
the exposed faces of MS angles with anti corrosive paint including 4% TOT
1Rmt Provisional rate 1598.10 1Rmt 1598.10
37 Providing 100mm dia AC pipe for weep holesat 1m c/c in both horizontal and vertical
directions so that the weep holes in each horizontal row staggered from the weep holes
lying immediately above and below for abutmentys and wing walls including cost and
conveyance of AC pipe and labour charges for cutting to required length,placing the pipe
with a slope of 1:20 towards retaining face etc.complete for finished item of work
1Rmt Cost of 100m AC pipe Cl-15 102.09 1Rmt 102.09
Add CED@12% 12.25
Add VAT@4% 4.57
Add Conveyance @6% 6.13
Add for cutting&positioning 1.58126.62
38 Drilling of 150mm dia conformatory bore holesbelow water level in all types of soils at each
pier and abutment locations to required depth(excluding refusal strata) including transport
of boring craft and all other accessories to site,providing boring platform,drilling,insertion of
150mm dia MS casing pipe for collection of disturbed/undisturbed soil samples at 1.50m
interval or at the change strata for conducting various tests as per specifications,removing
S.No Quantity Description Rate Per Amountcasing pipe after completing boring works,incidental royalties etc.complete as per MOST
technical specification No.2400
1Rmt Provisional rate 450.00 1Rmt 450.00
Assistant Exe.Engineer Dy.Exe.Engineer
PR,Sompeta PR,Sompeta
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