bill no : 1 -construction of flyover sl. no. description unit … · lifts complete as per tech....
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Bill No : 1 -Construction of FlyoverSl. No. Description Unit Quantity Rate Amount
6.01
Earthwork in Excavation of foundation for
structures in all types of soil including lead and
lifts complete as per Tech. Spec. Cl. 304 MORTH
(Fifth Rev)
a) ordinary soil Cu.m. 3,517.00
b) in soft /Weathered Rock Cu.m. 1,319.00
6.02
Back Filling behind abutments, wing walls, return
walls and foundation trenches with Selected
Granular Material of approved quality complete
with all leads as per Tech. Spec. Cl.710.1.4 of
IRC:78and lifts complete
Cu.m. 1,485.00
6.03
Providing and laying Filter Media behind
abutments, box structures, wing walls & return
walls with well packed material to the specified
thickness with smaller size towards the soil and
bigger size towards the wall complete with all
leads and lifts as per drawings and Technical
Specifications Clauses 305, 309, 2504, Section
2200 and Clause 710.1.4 of IRC:78
Cu.m. 542.00
6.04
Cement Concrete in Leveling Course including
centering and shuttering but excluding
reinforcement all complete as per Tech. Spec.Cl.
1500, 1700 & 2100 MORTH (Fifth Rev)
a) M15 Grade - Leveling Course Cu.m. 128.00
b) M15 Grade - Below Approach Slab Cu.m. 16.00
6.05
Cement Concrete Grade M30 in Sub-Structures
and Foundation as per Tech. Spec. Cl. 1700.
MORTH (Fifth Rev)
a) in Foundation Cu.m. 790.00
b) in Sub-Structure Cu.m. 1,191.00
6.06Cement Concrete Grade M30 in Super Structures
as per Tech. Spec. Cl. 1700. MORTH (Fifth Rev)
a) in RC Girder Cu.m. 360.00
6.07Cement Concrete Grade M40 in Super Structures
as per Tech. Spec. Cl. 1700. MORTH (Fifth Rev)
a) in footpath / Kerb , Pedestals etc Cu.m. 12.00
6.08
PSC Cement Concrete Grade M40 in Super
Structure as per Tech. Spec. Cl. 1700. MORTH
(Fifth Rev)
a) in PSC I Girder Cu.m. 481.00
6.09
Providing, cutting, bending and fixing in position
of HYSD / TMT bar reinforcement in reinforced
cement concrete structures complete as per
Tech. Spec. Cl 1600 MORTH (Fifth Rev) with
CORROSION PROTECTION
a) in Foundation MT 72.00
b) in Sub-Structure MT 120.00
c) in Super-Structure MT 156.00
6.10
Providing High Tensile Steel Strands including all
accessories for stressing and jacking operations
and grouting etc. complete as per Technical
Specifications Section - 1800MORTH (Fifth Rev)
MT 14.00
6.11
Providing Weep Holes in abutments, return walls,
with 100mm dia AC pipes complete as per
drawing and Tech. Spec. Cl. 2706 MORTH (Fifth
Rev)
No's 574.00
6.12 Providing and fixing Expansion Joint
a) Strip seal jt. in PSC Girder catering to
maximum horizontal movement upto 70 mmRmtr 96.00
6.13
Providing and Fixing 20mm Thick Compressible
Fibre Board in expansion joint complete including
cost and conveyance of all materials, labour,
fixing in position, etc., complete as per drawing
and Tech. Spec. Cl. 2605 MORTH (Fifth Rev)
Rmtr 57.00
6.14Providing and fixing Tar Paper Bearing complete
as per drawing and IRC:SP:13-1973.Sq.m 14.00
6.15
Providing, supplying, fitting and fixing in position
true to line and level Elastomeric Bearings
conforming to IRC:83 (part-II) section IX complete
as per Tech. Spec. Cl. 2000 MORTH (Fifth Rev)
Cu.Cm. 5,90,848.00
6.16Proving and fixing Drainage Spouts complete as
per Tech. Spec. Cl. 2705 MORTH (Fifth Rev)No's 18.00
6.17
Reinforced Cement Concrete M - 30 Grade in
Approach Slab including Reinforcement and
form work complete as per drawings and Tech.
Spec. Cl.1500, 1600, 1700 & 2704 MORTH (Fifth
Rev)
Cu.m. 47.00
6.18
Providing and Filling Joint Sealing Compound as
per drawings with coarse sand and 6 percent
bitumen by weight (0.083 kg/m bitumen)
including cost and conveyance of all materials,
labour, fixing in position, etc., complete as per
drawing and Tech. Spec. Cl. 2605 MORTH (Fifth
Rev)
Rmtr 28.00
6.19
Providing and laying Wearing Course on top of
deck complete as per Tech.Spec.Cl.515 & 2702
MORTH (Fifth Rev) - 65mm Thick (40BC+ 25
Asphaltic)
Sq.m 1,474.00
6.20
Construction of Crash Barrier M40 Grade incl.
cost of all materials, labour, lead, lifts, loading,
unloading etc., Excluding Reinforcement
complete
Rmtr 348.00
6.21 PVC Utility pipes (150 dia) Rmtr 348.00
6.22
Providing and Applying 2 coats of Enamel Paint
to plastered concrete surface complete as per
Tech.Spec Cl. 800 MORTH (Fifth Rev) for RC Crash
barrier
Sq.m 870.00
6.23
Providing and applying 2 coats of Protective
paint to exposed concrete surface as per
Tech.Spec Cl. 800 MORTH (Fifth Rev)
Sq.m 1,535.00
6.24
Painting details of Structure and span
arrangements as Tech.Spec.Cl. 800 MORTH (Fifth
Rev)
No's 1.00
6.25Provide and Lay Boulder Apron / Floor complete
as per Tech. Spec. Cl. 2503.MORTH (Fifth Rev)Cu.m. 3,486.00
6.26Provide and Lay Stone Pitching as per Tech. Spec.
Cl. 2504.MORTH (Fifth Rev)Cu.m. 405.00
6.27 RC Railings rmtr 150.00
6.28
Providing and fixing 150 mm dia. GI pipe of
approved quality for drainage purposes
including clamping arrangement with the
structure as per Tech. Spec. Cl 2705, 2708 and
2709 MORTH (Fifth Rev) and as directed by
Engineer all complete.
Rmtr 120.00
Bill No : 1A - CONSTRUCTION OF RE WALL AT APPROACHESSl. No. Description Unit Quantity Rate Amount
CONSTRUCTION OF REINFORCED EARTH RETAINING STRUCTURES
6.29
Construction of earthwork in layers, assembling and
erection of reinforcing elements and placing of facia
panels and all associated components as per Additional
Technical Specification A-16, approved design and
drawing of specialised firm
a) Excavation for RE wall cum 764.00
6.30
b) Providing and laying M-35 grade RCC facia panels
including reinforcement and reinforcing elements (with
Geogrids) with all fixtures and accesories complete
sqm 4,806.00
6.31
c) Providing levelling pad in cement concrete M-20
grade below facia panels, including earthwork in
excavation, backfilling and profiling of fore slope
complete as per approved design, drawing and Technical
Specifications Sections 300, 1500, 1700 and
2100.MORTH (Fifth Rev)
cum 170.00
6.32
d) Providing Filter Media Behind Reinforced Earth Panel
with well packed material to specified thickness with
smaller size towards the soil and bigger size towards the
wall complete with all leads and lifts as per approved
design, drawings and Technical Specifications Clauses
305 and 2504.MORTH (Fifth Rev)
cum 2,884.00
6.33
e) Providing, Filling, grading and compaction with
selected soil meeting approved design parameters in
layers in soil reinforced zone complete.
cum 24,030.00
6.34
f) Providing and laying in position RCC Crash Barrier with
Friction Slab complete as per the approveddrawing and
Technical Specifications Clause 809 and Sections 1000
and 1600.MORTH (Fifth Rev)
Lm 1,060.00
FLY OVER
SECTION C-C
GENERAL ARRANGEMENTDRAWING OF FLYOVER
AT CH:7+550VERTICAL SCALE 1:200
HORIZONTAL SCALE 1:2000 Revision: R0LRP CONSULTANTS CONSORTIUM PVT.LTD.
CONSULTANT: CLIENT : PROJECT :
R-606,New Rajendra Nagar,New Delhi - 110 060.Ph No.: 011 - 65024482
G-5 & 6, Sector 10, Dwaraka,New Delhi. - 110 075
NATIONAL HIGHWAYSAUTHORITY OF INDIA
"Consultancy Services for Preparation of Feasibility-Cum-Preliminary Designfor 4/6-laning of Selected Stretches of NH to be executed as BOT (Toll) Project
on DBFO Pattern under NHDP Phase III"Group "C" Solapur (Km 232/6 of NH-09) to Bijapur of NH - 13
Package No: NHAI/DBFO II/DPR/11
7+000
7+100
7+200
7+300
7+400
7+500
7+600
7+700
7+800
7+900
8+000
EC 7+701
P.ROWP.ROW
P.ROW P.ROW P.ROW P.ROW P.ROW P.ROWP.ROW
P.ROWP.ROW
Prop. FLYOVER @ 7+568
Median Open @ 7+000Ref. Dwg.No.LRPCC/NHAI/HW/MISC/TS-01
Star
t of S
ervi
ce R
oad
@
Ch.
7+40
8 (B
oth
Side
)
End
of S
ervi
ce R
oad
@
Ch.
8+00
8 (B
oth
Side
)
P.ROWP.ROW
P.ROW P.ROW P.ROW P.ROW P.ROW P.ROWP.ROW
P.ROWP.ROW
P.ROW
N
KM-362
362KM
SOLAPUR BYPASS
Ch.=
7329
.476
Ch.=
7566
.016
L=46
0.303
L=46
6.217
G=2.500%
G=-2.500%
Flyov
erCH
:7+56
8
Mino
r Brid
ge7+
890
465.7
1346
5.548
465.3
8446
5.220
465.0
5646
4.892
464.7
2746
4.563
464.3
9946
4.235
464.0
7146
3.907
463.7
4246
3.578
463.4
1446
3.250
463.0
8646
2.922
462.7
5746
2.593
462.4
2946
2.267
462.1
2146
1.990
461.8
7746
1.780
461.6
9946
1.635
461.5
8846
1.557
461.5
4346
1.545
461.5
6446
1.600
461.6
5246
1.721
461.8
0646
1.907
462.0
2646
2.161
462.3
1246
2.480
462.6
6546
2.866
463.0
8446
3.318
463.5
6646
3.816
464.0
6646
4.316
464.5
6646
4.813
465.0
2646
5.197
465.3
2646
5.413
465.4
5946
5.463
465.4
2646
5.347
465.2
2646
5.064
464.8
6046
4.617
464.3
6746
4.117
463.8
6746
3.617
463.3
6746
3.117
462.8
6746
2.617
462.3
6746
2.117
461.8
6746
1.617
461.3
6746
1.117
460.8
6746
0.617
460.3
6746
0.117
459.8
6745
9.617
459.3
6745
9.117
458.8
6745
8.617
458.3
6745
8.117
457.8
6745
7.617
457.3
6745
7.117
456.8
6745
6.617
456.3
6745
6.117
455.8
6745
5.617
455.3
67
464.7
5346
4.718
464.6
7746
4.635
464.6
0846
4.599
464.6
7946
4.818
464.6
1146
4.359
464.7
4646
5.208
465.6
6746
5.990
466.2
0546
6.360
466.4
8346
6.605
466.4
8946
6.015
465.4
8646
5.151
465.0
3346
5.042
464.7
7346
4.467
464.1
6046
3.851
463.5
4046
3.183
462.8
2946
2.616
462.4
0246
2.174
461.9
4846
1.750
461.4
8046
1.195
460.9
0846
0.614
460.3
8546
0.172
459.9
5645
9.739
459.5
2045
9.293
459.0
3045
8.794
458.5
5145
8.300
458.1
7345
8.089
458.0
0545
7.920
457.7
1845
7.508
457.3
1445
7.221
457.0
2045
6.672
456.2
6045
6.324
456.4
1445
6.493
456.5
7245
6.639
456.7
8245
6.886
456.9
8945
7.212
457.0
9845
6.919
456.7
4145
6.616
456.5
8945
6.596
456.6
2545
6.654
456.6
8345
6.711
456.7
1345
6.653
456.5
9245
6.520
456.4
3645
6.227
455.1
2845
4.086
453.1
2545
4.552
455.0
0445
4.873
454.7
5345
4.588
454.3
8245
4.176
453.9
7045
3.800
453.6
2945
3.461
453.4
47
465.4
9246
5.394
465.5
7146
5.747
465.8
9346
6.017
466.1
1946
6.321
466.5
2146
6.719
466.9
1746
6.967
467.0
1646
7.063
467.1
1046
7.192
467.2
0346
7.194
467.1
7946
7.158
467.1
2946
7.173
467.2
1746
7.260
467.0
4746
6.584
466.1
2146
5.658
465.2
9646
4.943
464.6
9346
4.531
464.0
9746
3.650
463.2
0246
2.755
462.3
0746
1.876
461.4
4346
0.972
460.7
0746
0.536
460.2
7645
9.992
459.5
3045
9.068
458.7
9745
8.613
458.4
3145
8.252
458.0
8345
7.982
457.9
0545
7.791
457.5
8645
7.381
457.1
8145
6.968
456.6
8645
6.419
456.1
6445
6.121
456.1
4545
6.173
456.2
0245
6.214
456.1
7145
6.126
456.0
8345
6.023
455.9
0545
5.973
455.9
9145
5.978
455.9
6545
5.953
455.9
4645
5.935
455.9
0945
5.903
455.8
9945
5.818
455.7
0845
5.598
455.4
8945
5.112
454.3
4445
3.536
453.2
9345
4.101
454.7
3345
4.726
454.4
8645
4.310
454.1
6145
4.032
453.9
2345
3.914
453.8
5245
3.777
453.6
86
7+00
07+
010
7+02
07+
030
7+04
07+
050
7+06
07+
070
7+08
07+
090
7+10
07+
110
7+12
07+
130
7+14
07+
150
7+16
07+
170
7+18
07+
190
7+20
07+
210
7+22
07+
230
7+24
07+
250
7+26
07+
270
7+28
07+
290
7+30
07+
310
7+32
07+
330
7+34
07+
350
7+36
07+
370
7+38
07+
390
7+40
07+
410
7+42
07+
430
7+44
07+
450
7+46
07+
470
7+48
07+
490
7+50
07+
510
7+52
07+
530
7+54
07+
550
7+56
07+
570
7+58
07+
590
7+60
07+
610
7+62
07+
630
7+64
07+
650
7+66
07+
670
7+68
07+
690
7+70
07+
710
7+72
07+
730
7+74
07+
750
7+76
07+
770
7+78
07+
790
7+80
07+
810
7+82
07+
830
7+84
07+
850
7+86
07+
870
7+88
07+
890
7+90
07+
910
7+92
07+
930
7+94
07+
950
7+96
07+
970
7+98
07+
990
8+00
0
7+70
1
7+20
4
7+45
4
7+50
6
7+62
6
8+00
2L=52m
L=376mG=2.500% G=-2.500%Lv=250.000m Lv=120.000m
K=60.361
K=-24.000
452
454
456
458
460
462
464
466
468
470
472
474
476
478
SUPERELEVATION (%)
VERTICAL ALIGNMENT
OGL 20m RIGHT
SCHEMATIC
HORIZONTAL ALIGNMENTSCHEMATIC
CHAINAGE(m)
SCHEMATIC
EXISTING ROAD LEVEL
DATUM (M)
PROPOSED ROAD LEVEL
VERTICAL SCALE 1:200
HORIZONTAL SCALE 1:2000
SOLAPUR
Revision: R0
BIJAPUR
PROPOSED PLAN LRP CONSULTANTS CONSORTIUM PVT.LTD.
CONSULTANT: CLIENT : PROJECT :
R-606,New Rajendra Nagar,New Delhi - 110 060.Ph No.: 011 - 65024482
G-5 & 6, Sector 10, Dwaraka,New Delhi. - 110 075
NATIONAL HIGHWAYS
AUTHORITY OF INDIA & L- SECTIONCONSULTANCY SERVICES FOR FEASIBILITY CUM PRELIMINARY DESIGN
REPORT FOR 4/6 LANING FROM SOLAPUR TO BIJAPUR / (Km 0.000 - Km
102.000) SECTION OF NH-13 TO BE EXECUTED AS BOT (TOLL) ON
DESIGN, BUILD, FINANCE & OPERATION (DBFO) PATTERN UNDER NHDP
(PHASE-III)
SHEET SIZE : A2 (594X420)
OGL 20m LEFT
NGRJ
FROM KM 7+000 TO KM 8+000
LRP/NH-13/R & H/PP/8