Consultancy services for preparation

of DPR for Development of Economic

Corridors, Inter Corridors and Feeder
Routes to improve the efficiency of
freight movement in India under
Bharatmala Pariyojna
(Lot-2/Haryana/Package-1)

DETAILED PROJECT REPORT

VOLUME – VII : COST ESTIMATE

Upgradation of 2/4 – Lane with

Paved Shoulders of Hansi – Barwala
road section of NH-148B (Existing Km
170+668 to km. 194+938 (Design
length 24.270 km)) on EPC mode in
the State of Haryana under NH (O)

January 2025
Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

SUMMARY OF COST

Bill No. Description Amount (Rs.) Figure in Crore

A Civil Works

1 SITE CLEARANCE AND DISMANTALING

1,26,18,170 1.26
2 EARTH WORKS
11,41,02,688 11.41
3 GRANULAR SUB-BASE AND BASE COURSES
24,27,46,927 24.27
4 BITUMINOUS COURSES AND CONCRETE PAVEMENTS 23,59,86,493 23.60

5 CROSS DRAINAGE WORKS 14,92,75,757 14.93

6 BRIDGES / UNDERPASS 3,29,17,785 3.29

7 DRAINAGE AND PROTECTIVE WORKS 6,45,47,793 6.45

8 TRAFFIC SIGNS, MARKINGS AND ROAD APPURTENANCES 3,92,70,180 3.93

9 MISCELLANEOUS 0.00

9A.) BUS SHELTER 54,21,943 0.54

9B.) JUNCTION AND INTERSECTIONS 1,00,52,028 1.01

9C.) HIGHWAY LIGHTING 48,34,200 0.48

10 SHIFTING OF UTILITIES 5,00,00,000 5.00

Sub Total for Civil Works (A) 96,17,73,964 96.18

11 Pre Construction Activities i.e., Forest Clearance, R&R, etc 17,00,00,000 17.00

Sub Total For Other Cost of Project (B) 28,06,04,006 28.06

Length of the package Road (km) 24.265 Km

Civil Cost per km 3,96,36,265 3.96
 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

ABSTRACT OF QUANTITIES
Bill No. 1: SITE CLEARANCE AND DISMANTALING

Amount
Item No Description Unit Quantity Unit Rate
(Rs.)
1.01 Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of
trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be
used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil etc
to an average depth of 150mm in thickness as per Technical Specification Clause 201 of Section
200, or as directed by the Engineer. Ha 44 36,271 1595921
1.02 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled
materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

i) Bituminous/Concrete wearing coat cum 34450 236 8127220

ii) Cement Concrete Pavement cum 0 915 0
iii) Sub base/Base Course cum 0 662 0
1.03 Dismantling structures (superstructure, substructure, foundation and other miscellaneous
structures) and pavements including disposing of resulting materials and/or salvaging useful
materials with all leads & lifts complete as per Drawings and Technical Specification Clause 202 of
section 200 and section 2800, or as directed by the Engineer.
a) Brick Masonry cum 739 511 377555
b) Stone Masonary cum 0 511 0
c) Lime / Plain Cement Concrete in all grades cum 44 740 32560
d) Reinforced / Pres-stressed Cement Concrete in all grades cum 412 1,675 690100
e) Wearing coat Sqm 458 0
1.04 Dismantling of Kilometer Stone including cutting of earth, foundation and disposal of dismantled
material with all lifts and leads and back filling of pit as per specification and as directed by the
Engineer.
a) Hectometer Stone Each 0 70 0
b) Ordinary KM stone/Guard Stone/Sign Post Each 0 349 0
c) 5th KM stone Each 0 524 0
d) Kerb stone m 0 22 0
e) All types of Fencing including posts, foundation concrete, back filling of pit etc. complete. Rm 0 66 0
f) Guard Rail / W Beam Crash Barrier m 0 79 0
g) Removing all types of Reinforcement Cement Concrete pipes and stacking serviceable material
with all leads & lifts including earthwork and dismantling of masonry works.
a) Up to 600 mm dia m 375 364 136388
b) Above 600 mm to 900 mm dia m 0 364 0
c) Above 900mm dia m 0 364 0
h) Dismantaling of Reinforcement tonne 0 1,890 0
i) Dismantling of CI Water Pipe Line up to 1000 mm dia. m 0 223 0
j) Removal of abandoned Telephone / Electric Poles and Lines including excavation and dismantling
of foundation concrete and lines under the supervision of concerned department. m 0 249 0
k) Brick Pitching / Brick soling cum 0 356 0
1.05 Cutting / felling of trees including cutting of trunks, branches and removal of stumps including
stacking of serviceable material with all leads & lifts, and back filling to required compaction in the
depression/ Pit complete as per Technical Specifications Clause 201 and 305 or as directed by the
Engineer.
i) Girth from 300mm to 600mm Each 119 0
ii) Girth above 600mm to 900mm Each 985 639 629809
iii) Girth above 900mm to1800mm Each 1186 867 1028618
iv) Girth above 1800mm to 2700mm Each 0 1,038 0
v) Girth above 2700mm Each 0 1,291 0
Carried to Page Collection 1,26,18,170

Cost Estimates for NH-148B January - 2025 2 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

ABSTRACT OF QUANTITIES
BILL NO. 2: EARTHWORK

Item No. Description Unit Quantity Unit Rate Amount (Rs.)

Roadway excavation necessary for construction of road way including all leads & lifts complete as
2.01
per Drawings and Technical Specification Clause 301, or as directed by the Engineer
a) In all types of soil cum 24,100 128 30,82,390
(b) Rock
i) Ordinary rock cum 734 0
ii) Hard rock (requiring blasting) cum 1,070 0
iii) Hard rock (Controlled Blasting) cum 1,383 0
iv) In Marshy/unsuitable soil cum 272 0
Providing and construction of embankment with approved materials obtained from road way and
2.02 drainage excavation, including all leads and lifts complete as per Drawing and Technical Specification cum
Clause 305, or as directed by the Engineer 52,800 68 35,90,400
Providing and construction of embankment with approved materials from borrow areas, including all
2.03 leads and lifts complete as per Drawings and Technical Specification Clause 305,or as directed by cum
the Engineer 154700 242 3,74,37,400
Providing and construction of sub grade with approved materials from borrow areas, including all
2.04 leads and lifts complete as per Drawings and Technical Specification Clause 305, or as directed by cum
the Engineer 188015 247 4,64,39,705
Construction of Earthen shoulder with approved material complete as per Drawings and Technical
2.05
specifications Clause 408 with all leads & Lifts, or as directed by Engineer
a.) with selected soil cum 1928 247 4,76,216
b.) with GSB 200mm top layer cum 7587 1,983 1,50,43,731
Compacting original ground at subgrade Level (Loosening of the ground upto a level of 500 mm
2.06 below the top of subgrade level, watered, graded and compacted in layers to meet requirement of cum
table 300-2 for subgrade construction.) as per technical specification 305 or as directed by Engineer.
16064 102 16,38,517
Compacting original ground supporting embankment (Loosening, levelling and compacting original
ground supporting embankment to faciliate palcement of first layer of embankment, scarified to a
2.07 depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum cum
dry density as given in table 300-2 for embankment construction as per technical specification 305 or
as directed by Engineer. 52796 119 62,82,676
Earthwork in filling in median / island area with selected earth, including all leads and lifts complete a
2.08 cum
per Drawings and Technical Specification Clause 408, or as directed by the Engineer 542 206 1,11,652
Carried to Page Collection 11,41,02,688

Cost Estimates for NH-148B January - 2025 3 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

ABSTRACT OF QUANTITIES
BILL NO 3: SUB-BASE & BASE COURSES

Item No. Description Unit Quantity Unit Rate Amount (Rs.)

3.01 Providing and constructions of Cement Treated Sub-Base (CTSB)

complete as per Drawings and Technical Specification Clause 403, or as
directed by the Engineer.
cum 68416 2,276 15,57,14,816
3.02 Providing and constructions of granular sub-base (GSB), in layers by mix
in plant method using close-graded materials conforming to grading-I of
table 400-1 complete as per Drawings and Technical Specification
Clause 401, or as directed by the Engineer. cum 542 1,983 10,74,694
3.03 Providing, laying, spreading and compacting graded crushed stone
aggregate to Wet Mix Macadam (WMM) in approved thickness of layers
as per drawings, Technical specifications Clause 406 or as directed by
the Engineer. cum 41069 2,093 8,59,57,417
Carried to Page Collection 24,27,46,927

Cost Estimates for NH-148B January - 2025 4 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

ABSTRACT OF QUANTITIES
BILL NO. 4 :FLEXIBLE PAVEMENTS

Item No. Description Unit Quantity Unit Rate Amount (Rs.)

4.01 Providing and laying in position bituminous primer coat over WMM layer using cationic bitumen
emulsion complying with IS 8887/ASTM D2397 slow setting CSS-1 @ 7 to10 Kg Per 10 sqm as
per drawings, Technical specifications clause 502, or as directed by the Engineer. sqm. 273794 42 1,14,99,348
4.02 Providing and applying tack coat with cationic bitumen emulsion complying with IS:
8887/ASTM D 2397 (RS-1) or VG-10 complete as per Drawings and Technical Specification
Clause 503, or as directed by the Engineer.
a) Bitumen emulsion @ 2.0 - 3.0 kg per 10 sqm on Bituminous surface sqm. 265910 13 34,56,830
4.03 Providing and laying dense graded bituminous macadam (DBM) Grading II course in two layers
complete as per Drawings and Technical Specification Clause 505, or as directed by the
Engineer. cum 2824 9,302 2,62,64,647
4.04 Providing and laying Dense Graded Bituminous Macadam (DBM) Grading II course by
Recycling pavement by cold miling to existing bituminous layers, planning the surface after cold
milling, reclaiming excavated material to the extent of 60 percent of the required quantity,
hauling and stock piling the reclaimed material near the central recycling plant after carrying out
necessary checks and evaluation, adding fresh material including rejuvenators as required,
mixing in a hot mix plant, transporting and laying at site and compacting to the required grade,
level and thickness, complete as per Technical Specification Clause 519, or as directed by the
Engineer. cum 10472 7,510 7,86,44,373
4.05 Providing and laying bituminous concrete (BC) Grading -II wearing course.The combined
aggregate materials conforming to Table 500-18 complete as per Drawings and Technical
Specification Clause 507, or as directed by the Engineer. cum 10636 10,918 11,61,21,295
Carried to Page Collection 23,59,86,493

Cost Estimates for NH-148B January - 2025 5 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

BILL OF QUANTITIES (BOQ)

BILL NO.5: CROSS DRAINAGE STRUCTURES (CULVERTS)
Item No Description Unit Quantity Unit Rate Amount (Rs.)

Earthwork in excavation for foundation for structures in all types of soil excluding rock, including all
lifts and leads complete as per drawing or Technical Specification Clause 304
a) In all types of soils cum 11101 149 1650719
5.01
b) In ordinary rock cum 787
c) In hard rock (requiring blasting) cum 1035
d) In hard rock (blasting prohibited) cum 1045
Providing and laying plain Cement Concrete Grade M15 nominal mix for leveling course below
5.02 foundation,Head Wall and approach slab with all lead and lift as per drawing, Technical Specification cum
clause 1500, 2100 or as directed by Engineer. 2230 4523 10086179
Providing and laying reinforced cement concrete for foundation, abutment ,box cells,return wall, wing
wall, head wal, slab, approach slab excluding cost of reinforcement including treatment of joints
5.03
between existng & new structures with all leads and lifts as per drawing, Technical Specification
Sections 1500,1700, 2100, 2200, 2300 or as directed by Engineer. 0
i) M25 grade cum 5488 5792 31785179
Providing and fixing in position HYSD reinforcement in substructure/superstructure,box cells
5.04A Mton
complete as per drawing or Technical Specification Section 1600. 461 86934 40076483
Providing anticorrosive treatment to reinforcement bars by using cement Polymer composite coating
5.04B system (CPCC) or equivalent as per IRC :SP:80 or as per specification clause no 1009 or as Mton
directed by Engineer. 0 10000
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of
5.05 simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered m
with sealant complete as per drawing and technical specifications. 2257 152 343064
Providing & fixing 20 mm thick compressible fibre board in expansion joint including sealing with a
5.06 joint sealing compound as per drawing and Technical Specification section 2600 and direction of the Lm
Engineer. 138
Providing and laying in position Reinforced Cement Concrete grade M 35 in railing/median
kerbs,safety kerbs over culverts and their approaches excluding cost of reinforcement steel,
5.07 Cum
complete as per drawings and Technical Specifications Sections 1700 and 2300 or as directed by
Engineer. 0 6385 0
Providing and laying in position 65 mm thick wearing coat consisting of 40 mm thick bituminous
concrete overlaid with a 25 mm thick layer of mastic asphalt over deck slab after applying prime coat
5.08 Sqm
complete as per drawings and Technical Specifications Sections 500 and 2700 or as directed by
Engineer. 7166 1420 10176033
Providing and fixing in position drainage spouts complete as per drawings and Technical
5.09 Nos.
Specifications Clause 2705 or as directed by Engineer. 128 1915 245120
Providing and laying in position Reinforced Cement Concrete grade M 30 in approach slabs
including reinforcement and bituminous joint filler with joint sealing compound between approach slab
5.10 Cum
and dirt wall complete as per drawings and Technical Specifications Sections 1500, 1600, 1700 and
2700 or as directed by Engineer. 2370 10047 23811390
Providing and laying in position for Reinforced Cement Concrete grade crash barrier /high
containment crash barrier excluding reinforcement including providing bituminous fiber board and
5.11 Lm
Polysulphide joint filler at expansion joints/gap locations complete as per drawings and Technical
Specifications Sections 1500, 1600, 1700 and 2700 or as directed by Engineer. 1163 3108 3614604
Providing and fixing MS pipe rail on crash barrier complete including providing three or more coats of
epoxy paint of approved colour, make and quality over a coat of epoxy primer complete as per
5.12 Lm
drawings and Technical Specifications Sections 1900 and 2700 or as directed by Engineer.
0 1371 0

Cost Estimates for NH-148B January - 2025 6 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

BILL OF QUANTITIES (BOQ)

BILL NO.5: CROSS DRAINAGE STRUCTURES (CULVERTS)
Item No Description Unit Quantity Unit Rate Amount (Rs.)

Earthwork in excavation for foundation for structures in all types of soil excluding rock, including all
lifts and leads complete as per drawing or Technical Specification Clause 304
Providing Back filling behind abutments, box cells,wing walls/retaining and return walls or any other
5.13 area with selected granular materials of approved quality complete as per drawing or Technical cum
Specification Clause 305. 5489 2063 11323039
Providing and laying filter media behind abutment,box cell, retaining wall and return wall complete as
5.14 cum
per drawing or Technical Specification Clause 2504. 2835 2040 5783031
Providing 100mm diameter AC pipe for weep holes in retaining wall, box cells,abutment, wing/return
5.15 Nos.
wall, complete as per Technical Specification Clause 2706. 3533 190 671270
Painting of structure no., span arrangement and flow directions complete as per drawings and
5.16 Nos.
Technical Specifications Section 800 or as directed by Engineer. 128 63 8064
Floor Protection Works as per Technical Specifications Sections 1500, 1700, General Arrangement
5.17
Drawing (GAD) for Bridges, MORT&H or as directed by Engineer. 0
(a) 1000 thk. Boulder apron (flexible) on u/s and d/s sides Cum 0 1913 0
(b) PCC grade M20 for Cut-off Wall Cum 0 5345 0
(c) 150 thk. PCC grade M15 below Cut-off Wall Cum 0 4784 0
(d) 150 thk. Flat stone apron embedded in 300 thk. Concrete of grade M 15 Cum 319 4233 1350327
(e) 300 thk. PCC grade M15 Cum 637 4784 3047408
(f) 150 thk. PCC grade M10 below (e) Cum 319 4349 1387331
Providing and laying tar paper bearing complete reinforced with bitumen laminated Kraft paper
5.18 sqm
conforming to per IS-1398 & Technical Specification section 2000 or as directed by Engineer. 678 125 84750
Providing, laying and jointing NP 4 (as per IS:458) RCC Pipes for Culverts, complete as per
5.19
Technical Specification Section 2900 and IRC Special Publication No.13: 0
i) Dia 900 mm (internal) m 5680
ii) Dia 1000mm (internal) m 6311
iii) Dia 1100mm (internal) m 6942
iv) Dia 1200 mm (internal) m 7295
Providing Random Rubble Stone masonary in foundation with CM 1:3 or PCC M15 in head wall
5.20
complete as per drawing and Technical Specification or as directed by the Engineer Cum 5436
Providing and construction of Boulder filling on u/s D/s of pipe in steep streams. Boulder shall be
5.21 hand packed very well in posotion and complete as per drawings and Technical specification Clause
2503.2 or as directed by the Engineer Cum 1913
Providing and laying stone pitching on slopes (300 mm thick) for earth protection complete as per
5.22 cum
drawings or Technical Specification Clause 2500. 591 5347 3160142
Providing and laying filter media (150 mm thick) underneath pitching complete as per drawings or
5.23 cum
Technical Specifications Clause 2504. 296 2269 671624
Carried to Page Collection 14,92,75,757

Cost Estimates for NH-148B January - 2025 7 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

BILL OF QUANTITIES
BILL NO. 6: BRIDGES
Item Description Unit Quantity Unit Rate Amount (Rs.)

6.01 Earthwork in excavation for foundation of structures in all types of soil excluding rock, including all
lifts and leads complete as per drawings and Technical Specifications Section 300 or as directed Cum
by Engineer. 2047 116 236899
6.02 Earthwork in excavation for foundation of structures in ordinary rock, including all lifts and leads
complete as per drawings and Technical Specifications Section 300 or as directed by Engineer. Cum
0 722 0
6.03 Earthwork in excavation for foundation of structures in hard rock with control blasting rock,
including all lifts and leads complete as per drawings and Technical Specifications Section 300 or Cum
as directed by Engineer. 0 987 0
6.04 Providing and laying in position selected imported granular materials of approved quality below
open foundation including compaction in layers complete as per drawings and Technical Cum
Specifications Clause 305 and section 1000 or as directed by Engineer. 0 2,063 0
6.05 Providing and laying in position Plain Cement Concrete of Grade M 15 in levelling course below
open foundations, pile caps, approach slabs and in inspection ladders and annular filling around
Cum
foundation in rock complete as per drawings and Technical Specifications Sections 1700 and 2700
or as directed by Engineer. 0 4,477 0
(a) M15 Grade - Leveling Course Cum 186
(b) M15 Grade - Annular Filling Cum 0
(c) M15 Grade - Below Approach Slab Cum 51
(d) M15 Grade - For Floor Protection Works Cum 0
(e) M20 Grade - For Floor Protection Works Cum 0
6.06 Providing and laying in position Reinforced Cement Concrete in open foundation complete as per
drawings and Technical Specifications Sections 1500, 1700, 2100 or as directed by Engineer. 0
(a) Grade M 25 Cum 151 5,746 867670
(b) Grade M 35 Cum 737 5,929 4369990
6.07 Providing and laying in position Reinforced Cement Concrete grade M 35 in bored cast in situ
concrete piles including cost of routine load test (1.5 times the design load) and boring for piling,
excluding cost of steel reinforcement complete as per drawings and Technical Specifications
Sections 1100, 1700 and IRC: 78 -2000 or as directed by Engineer. 0
(i) For 1200 mm dia. Piles 0
In soil 0
(a) 0 - 10 m depth Lm 0 14,738 0
(b) 10 - 20 m depth Lm 0 14,738 0
(c) 20 - 30 m depth Lm 0 14,738 0
In Rock 0
(a) 0 - 10 m depth Lm 0 22,107 0
(b) 10 - 20 m depth Lm 0 22,107 0
6.08 Providing and laying in position Reinforced Cement Concrete grade M 35 in pile caps complete as
per drawings and Technical Specifications Sections 1100, 1500, 1700 and 2100 or as directed by Cum
Engineer. 0 5,530 0
6.09 Providing and laying in position Reinforced Cement Concrete in pier, pier cap, pedestals,
cantilever/counterfort abutment, abutment cap, dirt wall, splayed wing wall, retaining wall, box
return, median wall, inspection ladders, box cell structures for Bridges/underpasses etc. complete
as per drawings and Technical Specifications Sections 1500, 1700, and 2200 or as directed by 0
(a) Grade M 25 Cum 0 5,953 0
(b) Grade M 30 Cum 158 5,979 944682
(c) Grade M 35 Cum 300 6,088 1826400
6.10 Providing and laying in position Reinforced Cement Concrete grade M 35 in Solid/voided Slab
superstructure complete as per drawings and Technical Specifications Sections 1500, 1700 and Cum
2300 or as directed by Engineer. 729 6,602 4812858
6.11 Providing and laying in position Reinforced Cement Concrete in T-Beam and Slab superstructure
complete as per drawings and Technical Specifications Sections 1500, 1700 and 2300 or as
directed by Engineer. 0
(a) Grade M 25 Cum 0 7,008 0
(b) Grade M 30 0 7,071 0
(c) Grade M 35 Cum 0 7,407 0
6.12 Providing and laying in position Prestressed Concrete in simply supported/continuous
superstructure complete as per drawings and Technical Specifications Sections 1500, 1700 and
2300 or as directed by Engineer. 0
(a) PSC T-beam and RCC slab in grade M 45 Cum 0 7,288 0

Cost Estimates for NH-148B January - 2025 8 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

BILL OF QUANTITIES
BILL NO. 6: BRIDGES
Item Description Unit Quantity Unit Rate Amount (Rs.)

6.01 Earthwork in excavation for foundation of structures in all types of soil excluding rock, including all
lifts and leads complete as per drawings and Technical Specifications Section 300 or as directed Cum
by Engineer. 2047 116 236899
Providing epoxy resin @ 0.8 kg/sqm (minimum) over the old concrete surface after thorough
6.13 cleaning just before laying fresh concrete complete as per drawings and Clause 2805 of Technical Sqm
Specifications or as directed by Engineer. 0 256 0
Providing and laying Reinforced Cement Concrete grade M 25 in solid slab superstructure / edge
strip of solid slab superstructure / railing kerb after dismantling of 1 m edge strip of old structure
6.14 Cum
complete as per drawings and Technical Specifications sections 1500, 1600, 1700 and 2700 or as
directed by Engineer. 0 6,489 0
6.15 Providing and laying in position Reinforced Cement Concrete grade M 35 in railing/median
kerbs,safety kerbs over bridges, grade separators, ROBs and their approaches excluding cost of
Cum
reinforcement steel, complete as per drawings and Technical Specifications Sections 1700 and
2300 or as directed by Engineer. 47 6,334 297698
6.16 A Providing & fixing in position thermomechanically treated (TMT) Fe 500 grade reinforcement bars
in foundations, substructures, superstructures etc. complete as per drawings and Technical MT
Specifications Section 1600 or as directed by Engineer . 144 86,744 12447742
6.16 B Providing anticorrosive treatment to reinforcement bars by using cement Polymer composite
coating system (CPCC) or equivalent as per IRC :SP:80 or as per specification clause no 1009 or MT
as directed by Engineer. 0 6,550 0
6.16 C Providing, fabricating and erecting structural steel columns/beams/ trusses and other structural
members consisting of tubular / rolled /builtup sections profiled to required shape, inserts, plates
with welded hold fasts for Ramps/ Staircases etc other structures insert plates with welded hold- MT
fasts, internal threaded sleeves including HSFG bolts tightened by torque wrench and primer coat
and three coats of enamel paint of approved make and colour. Shall include handrails (As per 0 1,30,116 0
6.17 Providing and laying in position 65 mm thick wearing coat consisting of 40 mm thick bituminous
concrete overlaid with a 25 mm thick layer of mastic asphalt over deck slab after applying prime
Sqm
coat complete as per drawings and Technical Specifications Sections 500 and 2700 or as directed
by Engineer. 822 1,420 1167276
6.18 Providing and fixing in position bearings true to line and level complete as per drawings and
Technical Specifications Section 2000, IRC : 83 (Part II) 1987, IRC : 83 (Part III) 2002, or as
directed by Engineer. 0
. (A) Elastomeric bearings Cu.cm 0 1.4 0
(B) Tar paper bearings Sqm 30 130 3900
(C) POT cum PTFE bearings 0
(i) Free bearings 0
(a) 150 T capacity Nos. 0 23,790 0
(b) 200 T capacity Nos. 0 31,720 0
(c) 250 T capacity Nos. 0 39,650 0
(d) 350 T capacity Nos. 0 55,510 0
(e) 450 T capacity Nos. 0 71,370 0
(ii) Mettalic Guided Bearings 0
(a) 75 T capacity Nos. 0 94,168 0
(b) 100 T capacity Nos. 0 85,400 0
(c) 150 T capacity Nos. 0 1,28,100 0
(d) 200 T capacity Nos. 0 1,70,800 0
(e) 275 T capacity Nos. 0 2,56,200 0
(f) 300 T capacity Nos. 0 2,98,900 0
(g) 350 T capacity Nos. 0 3,84,300 0
(h) 450 T capacity Nos. 0 0
(iii) Pinned Bearings 0
(a) 150 T capacity Nos. 0 1,28,100 0
(b) 210 T capacity Nos. 0 1,70,800 0
(c) 300 T capacity Nos. 0 2,56,200 0
6.19A Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends
of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, Lm
covered with sealant complete as per drawing and technical specifications. 119 152 18088
6.19B Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing
Lm
& Technical Specification. 0 138 0
6.20 Providing and laying in position of strip seal expansion joint catering to maximum horizontal
movement upto 70mm in presence of manufacturers representative complete as per drawings and Lm
Technical Specifications Section 2600 or as directed by Engineer. 0 5,601 0
6.21 Providing and fixing in position drainage spouts complete as per drawings and Technical
Nos.
Specifications Clause 2705 or as directed by Engineer. 10 1,915 19150

Cost Estimates for NH-148B January - 2025 9 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

BILL OF QUANTITIES
BILL NO. 6: BRIDGES
Item Description Unit Quantity Unit Rate Amount (Rs.)

6.01 Earthwork in excavation for foundation of structures in all types of soil excluding rock, including all
lifts and leads complete as per drawings and Technical Specifications Section 300 or as directed Cum
by Engineer. 2047 116 236899
6.22 Providing and laying in position Reinforced Cement Concrete grade M 30 in approach slabs
including reinforcement and bituminous joint filler with joint sealing compound between approach
Cum
slab and dirt wall complete as per drawings and Technical Specifications Sections 1500, 1600,
1700 and 2700 or as directed by Engineer 102 10,047 1024794
6.23 Providing and laying in position for Reinforced Cement Concrete grade crash barrier /high
containment crash barrier excluding reinforcement including providing bituminous fiber board and
Polysulphide joint filler at expansion joints/gap locations complete as per drawings and Technical
Specifications Sections 1500, 1600, 1700 and 2700 or as directed by Engineer. 0
a) Grade M 40 Lm 301 3,638 1095038
6.24 Providing and fixing MS pipe rail on crash barrier complete including providing three or more coats
of epoxy paint of approved colour, make and quality over a coat of epoxy primer complete as per Lm
drawings and Technical Specifications Sections 1900 and 2700 or as directed by Engineer. 0 450 0
6.25 Providing weep holes in abutments, splayed wing wall, median wall,retaining wall or any other
earth retaining structure complete as per drawings and Technical Specifications Clause 2706 or as Nos.
directed by Engineer. 360 190 68400
6.26 Providing and fixing in position with clamps 100 mm dia cast iron downtake and runner pipe
including joining with drainage spout pipe, providing couplers, bends etc. in ROBs, Grade Lm
separators and underpasses complete as per drawings or as directed by Engineer. 0 1,122 0
6.27 Painting of structure no., span arrangement and flow directions complete as per drawings and
Nos.
Technical Specifications Section 800 or as directed by Engineer. 6 135 810
6.28 Providing and laying back filling behind abutments, splayed wing walls, return wall or any other
area with selected imported granular materials of approved quality complete as per drawings and
Cum
Technical Specifications Clause 305 and Appendix-6, IRC:78-2014 or as directed by Engineer with
following properties: 0
(a) c =0, (b) F >= 30o, (c) g = 1.8t/m3 1278 2,063 2636335
6.29 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 Cum
towards the wall complete with all leads and lifts as per drawings and Technical Specifications 503 2,040 1026055
6.30 Providing and laying in position hand packed boulder pitching on slopes of embankment, in front of
abutments and in launching apron complete as per drawings and Technical Specifications Section Cum
2500 or as directed by Engineer. 0 1,913 0
6.31 Providing and laying in position boulder pitching in wire crates on slopes of embankment, in front of
abutments and in launching apron complete as per drawings and Technical Specifications Section Cum
2500 or as directed by Engineer. 0 2,761 0
6.32 Providing and laying filter material underneath stone pitching in slope complete as per drawing,
Cum
Technical Specification Section 2500 or as directed by Engineer. 0 2,269 0
6.33
Carrying out sub soil investigation/confirmatory boreholes at specified foundation locations before
commencement of construction, except in case of well foundation where confirmatory boring shall
be carried out before bottom plugging for confirmation of strata at base of well foundation complete
as per drawings and Technical Specifications section 2400 or as directed by Engineer.
0
(a) In soil Lm 30 1,800 54000
(b) In Soft rock Lm 0 2,000 0
(c) In Hard rock Lm 0 2,500 0
Floor Protection Works as per Technical Specifications Sections 1500, 1700, General Arrangement
6.34
Drawing (GAD) for Bridges, MORT&H or as directed by Engineer. 0
(a) 1000 thk. Boulder apron (flexible) on u/s and d/s sides Cum 0 1,913 0
(b) PCC grade M20 for Cut-off Wall Cum 0 5,296 0
(c) 150 thk. PCC grade M15 below Cut-off Wall Cum 0 4,736 0
(d) 150 thk. Flat stone apron embedded in 300 thk. Concrete of grade M 15 Cum 0 4,233 0
(e) 300 thk. PCC grade M15 Cum 0 4,736 0
(f) 150 thk. PCC grade M10 below (e) Cum 0 4,306 0
Construction of Reinforced Earth Structures (RES) complete as per approved drawings and
Technical Specification section 3100 0 0
Providing and erecting precast concrete facia panels of M35 grade including untensioned
6.35 Sqm
reinforcement, soil reinforcing element, excavation for foundation, foundation pad, all accessories,
components and drainage system including ground improvement, if any, complete as per technical
specification 3100 or as directed by the Engineer 0 4324
Providing, Filling, Grading and compaction with selected soil meeting approved design parameters
6.36 in layers in soil reinforced zone complete as per technical specification 305,3100 or as directed by Cum
the Engineer 0 192 0
Providing and laying in position Reinforced Cement Concrete (M40 Grade) high containment crash
barrier and friction slab including cost of reinforcement, providing bituminous fiber board and
6.37 Lm
polysulphide joint filler at expansion joints/gap locations complete as per drawing and Technical
Specifications Section 1500, 1600, 1700 and 2700 or as directed by the Engineer. 0 2981 0
Providing and laying in position PCC M15 below friction slab complete as per drawing and
6.38 Cum
Technical Specification 1700,2700 or as directed by the Engineer. 0 4477 0
6.39 Providing temporaty bypass in case of reconstruction of bridges LS 0 650 0
Providing, fabricating and erecting structural steel columns/beams/ trusses and other structural
members consisting of tubular / rolled /builtup sections profiled to required shape, inserts, plates
6.40 with welded hold fasts for Ramps/ Staircases etc other structures insert plates with welded hold- MT
fasts, internal threaded sleeves including HSFG bolts tightened by torque wrench and primer coat
and three coats of enamel paint of approved make and colour. Shall include handrails (As per 0 1,30,116 0

Cost Estimates for NH-148B January - 2025 10 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

BILL OF QUANTITIES
BILL NO. 6: BRIDGES
Item Description Unit Quantity Unit Rate Amount (Rs.)

6.01 Earthwork in excavation for foundation of structures in all types of soil excluding rock, including all
lifts and leads complete as per drawings and Technical Specifications Section 300 or as directed Cum
by Engineer. 2047 116 236899
6.41 Supplying, providing, placing in position and profiling high tensile steel (Class-II low relaxation)
strands cable conforming to IS: 14268 of specified ultimate strength including cutting, threading,
tying and providing necessary anchorage, sheathing, stressing, grouting etc. including all materials,
labour, equipment, staging etc., all complete as per drawings, Technical Specifications Sections
1000 and 1800 and as directed by Engineer. 0
(a) 19T13 cables and 12.7 dia 7 Ply strands MT 0 1,52,410 0
6.42 Carrying out Initial Vertical Load Tests (Cyclic) on test piles for bored cast in situ piles including
providing and laying Reinforced Cement Concrete in bored cast insitu piles, boring of piles,
arranging kentledge/anchor piles and all testing equipments, accessories etc. excluding
reinforcement all complete as per Drawings and Technical Specifications sections 1100, 1700 and
IRC:78-2000 and as directed by Engineer. 0
(a) For 1000 mm dia. Piles Nos. 0 0
(b) For 1200 mm dia. Piles Nos. 0 6,83,000 0
(c) For 1500 mm dia. Piles Nos. 0 0
(d) For 1800 mm dia. Piles Nos. 0 0
6.43 Carrying out Lateral Load Tests on test piles for bored cast in situ piles including providingand
laying Reinforced Cement Concrete in bored cast insitu piles, boring of piles, arranging
kentledge/anchor piles and all testing equipments, accessories etc. excluding reinforcement all
complete as per Drawings and Technical Specifications sections 1100, 1700 and IRC:78-2000 and
as directed by Engineer. 0
(a) For 1000 mm dia. Piles Nos. 0 0
(b) For 1200 mm dia. Piles Nos. 0 1,80,000 0
(c) For 1500 mm dia. Piles Nos. 0 0
(d) For 1800 mm dia. Piles Nos. 0 0
Conducting non-destructive Pile Dynamic Analyser (PDA) Test (High Strain) to evaluate integrity of
6.44 the installed pile complete as per Technical Specifications Sections 1100 and 1700 and as directed nos.
by the Engineer. 0 45,000 0
6.45 Selected earth filling in VUP approaches Cum 0 192 0
construction of embankment with flyash conforming to table 1 of IRC:SP 58-2001 ontained from
coal or lignite burning thermal powaer staions as waste material, spread and compacted in layer of
6.46 Cum
200mm thickness each at OMC. All as specified in IRC:SP-58-2001 and as per approved rate
0 85 0

Carried to Page Collection

3,29,17,785

Cost Estimates for NH-148B January - 2025 11 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

ABSTRACT OF QUANTITIES
BILL NO. 7: DRAINAGE AND PROTECTIVE WORKS

Item No. Description Unit Quantity Unit Rate Amount (Rs.)

Construction of unlined ditch drain in grade to drainout water complete as per drawing and
7.01
Technical specifications Clause 309, or as directed by Engineer. m 33473 118 39,49,755
7.02
Providing and constructing PCC covered drain at edge of roadway as per Drawing and Technical
Specification Section 300, 1000,1500,1600, 1700, 2500 and or as directed by Engineer.
Earthwork in excavation for all type of soils to required line and grade complete as per Drawings
a) cum
and Technical Specification Clause 309, or as directed by Engineer. 8112 118 9,57,216
Providing and laying levelling plain cement concrete grade M15 in the foundation of drains
b) complete as per Drawings and Technical Specifications Section 1500 & 1700, or as directed by cum
the Engineer. 312 4,523 14,11,176

Providing and laying RCC M25 grade for Covered Drain excluding cost of reinforcement complete
c) cum
as per drawing or Technical Specification Clauses 1500 and 1700 or as directed by the Engineer.
3013 5,496 1,65,57,620
Providing and fixing in position TMT Fe 500D grade reinforcement in slab of RCC drain complete
d) Tonne
as per drawing or Technical Specification Section 1600 or as directed by the Engineer. 151 86,934 1,31,27,034
Supply and fixing of Pre-cast slab unit size 1500mmx600mmx100mm in M25 concrete including
the cost of all materials, labour, operations, etc., and also including the cost of TMT Fe 415 grade
e) reinforcement (nominal reinforcement 10 mm dia.) as per Technical specification Section 1500, nos.
1600 & 1700 and/or as directed by the Engineer. 780 686 5,35,080
Providing 100mm diameter AC pipe @ 1m interval for weep holes in Covered drains, complete as
f) per Technical Specification Clause 2706 and section 2900 and/or as directed by the Engineer. nos.
0 190 0
Providing Concrete block (1:5) cement mortar as per Drawings and Technical Specifications
g) cum
Section 1304 and/or as directed by the Engineer. 0 5,996 0
Construction of soakpit for rain water harvesting system to recharge the ground water as per
7.02 Nos.
drawings or as directed by the Engineer 50 1,50,932 74,75,639
Providing and constructing retaining wall / toewall / chute drain complete as per Drawing and
7.03 Technical Specification Section 300,1400,1500,1600,1700,2100 and 2200,or as directed by the
Engineer.
Earthwork in excavation for all type of soils to required line and grade complete as per Drawings
a) cum
and Technical Specification Section 300, or as directed by the Engineer. 234 128 29,980
Providing and laying levelling plain cement concrete grade M15 in the foundation of retaining wall
b) / toewall complete as per Drawings and Technical Specifications section 2100, or as directed by cum 44
the Engineer. 4,523 1,98,784
Providing and laying RCC M25 grade for in retaining wall excluding cost of reinforcement complete
c) cum
as per drawing or Technical Specification Clauses 1500 and 1700 or as directed by the Engineer.
321 5,496 17,64,136
Providing and laying Random Rubble stone masonry work in cement morter 1:3 for toewall
d) cum
complete as per Drawing and Technical Specification Section 1400, or as directed by Engineer 394 5,436 21,43,829
Providing and laying backfilling with selected granular materials of approved quality complete as
e) per drawing, Technical Specification Clause 305 and IRC 78-2000 (Appendix-6), or as directed by cum
Engineer 2,063 0
Providing100mm diameter AC pipe for weep holes in retaining wall, toewall, complete as
f) Nos.
perTechnical Specification Clause 2706 or as directed by the Engineer 380 190 72,200
Embankment Slope Turfing with Sods as per Drawings and Technical Specification Clause 307 of
7.04 sqm
Section 300 and/or as directed by the Engineer 223150 68 1,52,41,145
Providing and Laying interlocking M 30 grade 60 mm thick precast concrete block of specified size
7.05 by vibratory compaction over a compacted sand bed of thickness 30mm as per drawing, IRC:SP- sqm
63-2004, and Additional Technical Specifications Clause A-5. 2711 400 10,84,200

Carried to Page Collection 6,45,47,793

Cost Estimates for NH-148B January - 2025 12 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

ABSTRACT OF QUANTITIES
BILL NO. 8: Traffic sign Marking and other Appurtenances

Item No. Description Unit Quantity Unit Rate Amount

Providing, fixing and erection of traffic sign boards made out of 2mm thick aluminum sheet, face
to be fully covered by Class B Sheeting (High Intensity and High Intensity Prismatic grade) retro
8.01 reflective sheeting as per ASTM D 4956-09 Type III and IV. The background /border /symbols
/legend /arrows, posts & mountings for signs, fixing of sign board shall be made as per IRC-67-
2012 and Technical Specifications Clause 801 or as directed by Engineer
a) Octogonal stop sign 750mm size. Each 31 7,174 2,22,394
b) Triangular sign 900 side. Each 35 6,060 2,12,100
c) Triangular sign 600 side. Each 144 4,865 7,00,560
d Circular sign 900 dia. Each 8 8,820 70,560
e) Circular sign 600 dia. Each 8 5,403 43,224
f) Facility information signs 800mm x 600mm Each 22 7,310 1,60,820
g) Facility information signs 600mm x 450mm Each 6 5,280 31,680
h) Chevorn signs 900mm x 750mm Each 16 3,780 60,480
Providing , fixing and erection of direction & place identification sign boards made out of 2mm
thick aluminum sheet, face to be fully covered by Class B Sheeting (High Intensity and High
Intensity Prismatic grade) retro reflective sheeting as per ASTM D 4956-09 Type III and IV. The
8.02
background / border/ symbols / legend / arrows, posts & mountings for signs, fixing of sign board
shall be made as per IRC-67-2012 and Technical Specifications Clause 801 or as directed by
Engineer.
a) upto 0.9 sqm Each 42 12,694 5,33,148
b) more than 0.9 sqm Each 2 13,361 26,722

Supply and fixing tubular gantry mounted Overhead/cantilever signs. All components of signs &
supports, other than the reflective portion shall be throughly descaled, cleaned, primed and
painted with two coats of epoxy paint. The sign back side shall be with grey colour and post shall
8.03
be in black & white alternate bands. The post below ground shall be painted with three coats of
red lead paint. The sign shall be made as per IRC-67-2012 and Technical Specifications Clause
801 & 802, or as directed by the Engineer:
Erection of Over Head Gantry / Cantilever structure as per drawing including steel work in
i) trusses, angle iron & channel cutting; fixing in position with welding and bolted complete in all Tonne
respect. 10 98,008 9,80,080
The sign boards made out of 2mm thick aluminum sheet, face to be fully covered by Class B
Sheeting (High Intensity and High Intensity Prismatic grade) retro reflective sheeting as per
ASTM D 4956-09 Type III and IV. The back ground / border / symbols / legend / arrows shall be
ii) made by transparent overlay film of desired colour as per sign details except those in black which Sqm
shall be of non reflective type. The sign plate shall be fixed with 6 mm dia aluminium rivets on MS
angle iron frame. The angle iron frame shall be made with angle of size 70 mm x 70 mm x 8 mm
with additional bracing at every 600mm c/c, if any dimension is more than 1200mm 54 9,956 5,37,624
Earthwork in excavation for all type of soils to required line and grade complete as per Drawings
iii) cum
and Technical Specification Clause 304 & 305, or as directed by Engineer. 218 128 27,882
Providing and laying levelling plain cement concrete grade M-10 in the foundations complete as
iv) cum
per Drawings and Technical Specifications Section 1500 & 1700, or as directed by the Engineer. 12 4,244 50,931
Providing and laying RCC M-25 complete as per drawing and Technical specifications Section
v) cum
1500 & 1700 or as directed by Engineer 74 5,792 4,28,590
Providing and fixing in position TMT reinforcement complete as per drawing and Technical
vi) Tonne
Specification section 1600, or as directed by Engineer. 12 86,934 10,43,206
Providing and laying pavement marking with hot applied thermo plastic paints (TYPE-2)
8.04 conforming to ASTM D-36/ BS 3262 (Part-I) complete as per Drawing and Technical
Specification clause 803, or as directed by Engineer.
a) Lane/centreline / edge marking / transverse/zebra crossing/directional arrows, and any
sqm
other marking. 9170 323 29,61,910
b) Directional arrows, lettering etc.as per Drawing No. 61 of MORT&H Type Design &
nos.
Intersection of National Highways 0.00 125 0

Cost Estimates for NH-148B January - 2025 13 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

ABSTRACT OF QUANTITIES
BILL NO. 8: Traffic sign Marking and other Appurtenances

Item No. Description Unit Quantity Unit Rate Amount

Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers,
object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide
8.05 stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top,
buried or pressed into the ground complete as per Technical Specification Clause 805 and
confirming to IRC-79 and the drawings.)
a) Rectangular hazard marker 900mm x 300mm Each 274 4,414 12,09,326
b) Rectangular hazard marker 900mm x 450mm Each 4 6,130 24,520
c) Delineator with circular reflector Each 60 1,507 90,420
Providing & fixing in position reinforced cement concrete (grade M 20) 200 metre , Km and 5th
8.06 Km stone complete as per Drawings and Technical Specification clause 804, or as directed by
Engineer.
a) Hectometer stone Nos 192 725 1,39,200
b) Km. stone Nos 40 2,311 18,488
c) 5th Km. stone Nos 8 4,122 32,976
Supplying & fixing Route Marker sign boards size 600mmx450mm with definition plate
250mmX300mm made out of 2mm thick aluminum sheet, face to be fully covered by high
8.07 Each
intensity grade white retro reflective sheeting of encapsulated lens type as per IRC: 67-2010 and
Technical Specifications Clause 801, or as directed by Engineer. 14 5,280 73,920
Providing & Painting of kerbs with two coats of road marking paint (grade I as perIS-164) in black
8.08 & white paint alternate bands complete as per Drawing and Technical Specifications Clause 803, Sqm
or as directed by Engineer 0.00 63 0
Providing & fixing unidirectional reflective pavement marker (Solar road studs) at every 18 m,9 m
and 6 m on Edge Marking of pavement for normal section,warning section and no overtaking
8.09 Nos
section respectively as per IRC 35: 2015 and Technical specification 804 or as directed by
Engineer. 5562 479 26,64,198
Providing and installing "W" Metal Beam Crash Barrier system including terminal unit for
anchoring end using cold rolled formed sections comprising of "W" profile beams, posts with
8.10 Lm
base plate welded spacer channels post delineators and requisite number of fasteners complete
as per the drawing, Technical Specification Clause 811 or as directed by the Engineer. 0.00 3,605 0
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and
bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade
8.11 foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid Rm
with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 or as
directed by Engineer) 0.00 197 0
Providing and installing MS square bar 20x20 mm railing with ISA Angle section complete as per
8.12
drawing and Technical specification clause 810 and/or as directed by Engineer. Rm 3876 2,850 1,10,46,600
Providing and installing Concrete Crash Barrier constructed with M-30 grade concrete as per the
8.13
drawing, Technical Specification Clause 811 and/or as directed by the Engineer. 0
0.610m wide Rm 1950 2,423 47,24,850

Providing and Laying M 20 200x200 CC block at the end of hard shoulder as per drawing, and
8.14
Additional Technical Specifications Clause A-2.
Rm 43690 140 61,16,600
Incident Management Services (IMS) shall include Rescue Ambulance, Route Patrol Vehicle
8.15 and Tow Away Crane. Operation of ambulance services, patrol vehicles and tow away cranes Km 24.27 200000 4853000
shall be synchronised with toll-free no. 1033 or any other no. applicable.
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967,
8.16 Nos. 243 759 184171
fixed in position including finishing and lettering but excluding painting

Carried to Page Collection

3,92,70,180

Cost Estimates for NH-148B January - 2025 14 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

ABSTRACT OF QUANTITIES

BILL NO. 9: Miscellaneous

Item No. Description Unit Quantity Unit Rate Amount

9A.) BUS SHELTER

Construction of Bus Shelter at bus bays as per Drawing and Technical Specification Sections
9.01A
300,1000, 1300,1500,1600, 1700 & 2200, or as directed by the Engineer

a) Earthwork in excavation for all type of soils to required line and grade complete as per Drawings
and Technical Specification Clause 304 & 305, and/or as directed by the Engineer.. cum 170 128 21,743
b) Providing and laying levelling plain cement concrete grade M-10 in the foundations complete as
per Drawings and Technical Specifications Section 1500 & 1700, and/or as directed by the
Engineer. cum 80 4,244 3,39,538
c) Providing and laying plain cement concrete grade M15 in flooring of Bus shelter complete as
per Drawings and Technical Specifications Section 1500 & 1700, and/or as directed by the
Engineer. cum 15 4,801 72,015
d) providing and laying RCC M-25 in Bus Shelter complete as per drawing and Technical
specifications Section 1500 & 1700 and/or as directed by the Engineer.. cum 90 5,792 5,21,258
e) Providing and fixing in position TMT Fe 500D reinforcement in RCC Slab, Chajja, etc complete
as per drawing and Technical Specification section 1600, and/or as directed by the Engineer..
MT 5 86,934 4,34,669
f) Providing,and laying Brick masonry work in cement mortar 1:3 complete as per drawings or
Technical Specification section 1300, and/or as directed by the Engineer. cum 230 5,996 13,78,970
g) Plastering with cement mortar 1:3 on brickwork in Bus shelter complete as per drawing and
Technical specifications Section 1300 & 2200 and/or as directed by the Engineer.. sqm 1930 1,375 26,53,750
Carried to Summary 54,21,943
9B.) JUNCTION AND INTERSECTIONS
Embankment Construction using materials obtained from Borrow Areas as per Drawings and
9.01B Cum
Technical Specification Clause 305 of Section 300 and/or as directed by the Engineer 5043 242 12,18,381
Subgrade Construction using materials obtained from Borrow Areas as per Drawings and
9.02B Cum
Technical Specification Clause 305 of Section 300 and/or as directed by the Engineer 3348 247 8,25,609
Constructing of Earthen shoulder with approved material complete as per drawings and Technical
9.03B
Specification 408 of section 400 and/or as directed by the Engineer. Cum 440 247 1,08,504
Providing and Construction of Cement Treated Sub Base (CTSB) complete as per Drawings,
9.04B Cum
Technical Specification Clause 403 and/or as directed by the Engineer 1179 2,276 26,83,557
Providing, laying, spreading and compacting graded crushed stone aggregate to Wet Mix
9.05B Macadam (WMM) in approved thickness of layers as per drawings, Technical specifications Cum
Clause 406 or as directed by the Engineer. 885 2,093 18,52,358
Prime Coat as per Drawings and Technical Specification clause 501 and 502 and/or as directed by
9.06B Sqm
the Engineer. 5896 42 2,45,801
Tack Coat as per Drawings and Technical Specification clause 501 and 503 and/or as directed by
9.07B Sqm
the Engineer. 5896 13 76,883
Dense Graded Bituminous Macadam (DBM) Grading-II complete as per Drawings and
9.08B Cum
Technical Specification Clause 501 and 505 and/or as directed by the Engineer. 130.00 9,302 12,09,238
Bituminous Concrete (BC) Grading-II wearing course complete as per Drawings and Technical
9.09B Cum
Specification Clause 501 & 507 and/or as directed by the Engineer. 104 10,918 11,35,447
Earthwork in filling in median/island area with selected earth, including all leads and lifts complete
9.10B as per Drawings and Technical Specification Clause 408 of section 400 and/or as directed by the Cum
Engineer. 336.00 276 92,655
Providing and laying pavement marking with hot applied thermoplastic paints (TYPE-2) conforming
9.11B to ASTM D-36/ BS 3262 (Part-I) complete as per Drawing and Technical Specification clause 803
and IRC:35 and/or as directed by the Engineer.. 0
a) Lane/centreline / edge marking / transverse/zebra crossing/directional arrows, and any other
sqm
marking. 1008.62 323 3,25,784
b) Directional arrows, lettering etc.as per Drawing No. 61 of MORT&H Type Design & Intersection
Nos.
of National Highways 284.00 125 35,500
Construction of cement concrete Cast in Situ Cement Concrete M20 kerb Non- Mountable type
9.12B Rm
complete as per drawing and Technical Specification clause 409 and/or as directed by engineer.
1230 197 2,42,310
Carried to Summary
1,00,52,028

Cost Estimates for NH-148B January - 2025 15 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR

ABSTRACT OF QUANTITIES

BILL NO. 9: Miscellaneous

Item No. Description Unit Quantity Unit Rate Amount

9C.) HIGHWAY LIGHTING

Providing and erecting a High Mast Pole Lighting with 30m High as per approved design &
9.01C
drawings and Additional Technical specification A5 and/or as directed by the Engineer
At km 0.000 & km 24.260 (Major Junctions) Nos. 2.00 2,50,000 5,00,000
Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of
standard specifications for street lighting, 9 m high spaced 30 m apart, 1.5 m overhang on both
9.02C
sides fitted with sodium vapour lamp and fixed firmly in concrete foundation as per drawing and
Additional Technical Specification A1 or as directed by engineer. Nos. 156 18,500 28,86,000
Anti - Glare Screen with Rectangular Vane of MS sheet (Providing and erecting anti - glare screen
with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS
angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top
9.03C
edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete
foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as
per approved design and drawings) Nos. 1300 1,114 14,48,200
Carried to Summary
48,34,200

Cost Estimates for NH-148B January - 2025 16 of 53

Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR
Annexure - 1.01

Calculation of Qty. for Clearing & Grubbing

Ex. Chainage (km) Proposed RoW Existing Diff in Proposed ROW & Quantity
Length (m)
From To (m) Formation Width Existing Formation Width (m) (Hect.) Remarks
Hansi - Barwala
150.700 152.480 1780 25.0 7.5 17.50 3.115 Agri + BUP (Kulana)
152.480 155.100 2620 25.0 7.5 17.50 4.585 Agri + BUP (Channaut)
155.100 155.800 700 28.5 7.5 21.00 1.470 Agri + BUP (Channaut)
155.800 157.000 1200 25.0 7.5 17.50 2.100 Agri + BUP (Channaut)
157.000 157.700 700 25.0 7.5 17.50 1.225 Agri (Channaut)
157.700 159.560 1860 25.0 7.5 17.50 3.255 Agri (Channaut)
159.560 160.200 640 28.5 7.5 21.00 1.344 Agri (Channaut)
160.200 170.400 10200 25.0 7.5 17.50 17.850 Agri (Channaut)
170.400 170.900 500 28.5 7.5 21.00 1.050 Agri (Channaut)
170.900 174.960 4060 25.0 7.5 17.50 7.105 Agri (Channaut)
43.099
Total Quantity 44.000

Cost Estimates for NH-148B January - 2025 19 of 53

Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR
Annexure - 1.01 Annexure - 1.01

Earthwork Loosening & Recompactning

Cut
Fill Area Fill Volume
Station Cut Area (Sq.m.) Volume At subgarde Over emb.
(Sq.m.) (Cu.m.)
(Cu.m.)
20 12 0 0 0 0.0 0.200 0 0.0 0.150 0.00
40 11 236 0 0 23.6 0.200 94 0.0 0.150 0.00
60 10 214 0 0 21.4 0.200 86 0.0 0.150 0.09
80 9 193 0 1 19.3 0.200 77 0.1 0.150 0.38
100 8 173 0 4 17.3 0.200 69 0.4 0.150 1.12
120 7 150 0 7 15.0 0.200 60 0.7 0.150 2.09
140 6 129 1 10 12.9 0.200 52 1.0 0.150 3.12
160 5 103 1 14 10.3 0.200 41 1.4 0.150 4.13
180 3 76 1 21 7.6 0.200 30 2.1 0.150 6.17
200 3 56 2 29 5.6 0.200 22 2.9 0.150 8.61
220 2 50 1 26 5.0 0.200 20 2.6 0.150 7.73
240 1 39 2 34 3.9 0.200 15 3.4 0.150 10.25
260 1 19 5 70 1.9 0.200 8 7.0 0.150 20.99
280 0 7 5 99 0.7 0.200 3 9.9 0.150 29.60
300 0 2 5 101 0.2 0.200 1 10.1 0.150 30.39
320 0 3 5 94 0.3 0.200 1 9.4 0.150 28.25
340 0 3 4 87 0.3 0.200 1 8.7 0.150 26.01
360 0 4 4 84 0.4 0.200 2 8.4 0.150 25.32
380 0 8 4 82 0.8 0.200 3 8.2 0.150 24.60
400 0 8 4 83 0.8 0.200 3 8.3 0.150 24.79
420 1 10 3 72 1.0 0.200 4 7.2 0.150 21.73
440 0 10 2 46 1.0 0.200 4 4.6 0.150 13.74
460 0 5 2 37 0.5 0.200 2 3.7 0.150 11.12
480 0 2 3 53 0.2 0.200 1 5.3 0.150 15.76
500 0 2 4 72 0.2 0.200 1 7.2 0.150 21.51
520 1 7 4 82 0.7 0.200 3 8.2 0.150 24.67
540 1 17 4 78 1.7 0.200 7 7.8 0.150 23.51
560 3 36 1 48 3.6 0.200 14 4.8 0.150 14.30
580 2 45 3 38 4.5 0.200 18 3.8 0.150 11.55
600 2 41 3 53 4.1 0.200 16 5.3 0.150 15.94
620 1 30 5 76 3.0 0.200 12 7.6 0.150 22.82
640 0 10 6 112 1.0 0.200 4 11.2 0.150 33.65
660 0 1 11 172 0.1 0.200 0 17.2 0.150 51.47
680 0 0 12 229 0.0 0.200 0 22.9 0.150 68.80
700 0 0 15 272 0.0 0.200 0 27.2 0.150 81.47
720 0 0 16 308 0.0 0.200 0 30.8 0.150 92.37
740 1 6 13 287 0.6 0.200 2 28.7 0.150 86.00
760 2 29 7 197 2.9 0.200 12 19.7 0.150 59.15
780 0 24 5 122 2.4 0.200 10 12.2 0.150 36.64
800 0 1 8 137 0.1 0.200 0 13.7 0.150 41.04
820 0 0 10 181 0.0 0.200 0 18.1 0.150 54.26
840 0 0 8 177 0.0 0.200 0 17.7 0.150 53.20
860 0 0 4 124 0.0 0.200 0 12.4 0.150 37.14
880 0 0 6 103 0.0 0.200 0 10.3 0.150 30.86
900 0 0 6 122 0.0 0.200 0 12.2 0.150 36.73
920 1 9 8 140 0.9 0.200 4 14.0 0.150 42.07
940 2 26 6 133 2.6 0.200 10 13.3 0.150 39.98
960 3 43 6 118 4.3 0.200 17 11.8 0.150 35.29
980 4 63 4 96 6.3 0.200 25 9.6 0.150 28.75
1000 3 69 5 87 6.9 0.200 28 8.7 0.150 26.25
1020 3 66 4 88 6.6 0.200 26 8.8 0.150 26.39
1040 2 58 3 65 5.8 0.200 23 6.5 0.150 19.60
1060 1 39 4 74 3.9 0.200 16 7.4 0.150 22.13
1080 1 26 4 85 2.6 0.200 10 8.5 0.150 25.38
1100 0 13 7 108 1.3 0.200 5 10.8 0.150 32.38
1120 0 2 13 201 0.2 0.200 1 20.1 0.150 60.17
1140 0 3 14 276 0.3 0.200 1 27.6 0.150 82.83
1160 0 3 18 327 0.3 0.200 1 32.7 0.150 97.99
1180 0 0 19 373 0.0 0.200 0 37.3 0.150 112.04
1200 0 0 16 348 0.0 0.200 0 34.8 0.150 104.49
1220 0 0 13 291 0.0 0.200 0 29.1 0.150 87.35
1240 0 0 13 266 0.0 0.200 0 26.6 0.150 79.89
1260 0 0 14 270 0.0 0.200 0 27.0 0.150 80.94
1280 0 0 12 261 0.0 0.200 0 26.1 0.150 78.31
1300 0 0 9 217 0.0 0.200 0 21.7 0.150 64.95
1320 0 1 7 164 0.1 0.200 0 16.4 0.150 49.33
1340 0 1 9 160 0.1 0.200 0 16.0 0.150 48.08
1360 0 2 10 191 0.2 0.200 1 19.1 0.150 57.30
1380 0 4 8 183 0.4 0.200 1 18.3 0.150 54.90
1400 0 4 10 176 0.4 0.200 2 17.6 0.150 52.80
1420 0 3 7 170 0.3 0.200 1 17.0 0.150 50.97
1440 1 7 7 142 0.7 0.200 3 14.2 0.150 42.74
1460 3 31 2 88 3.1 0.200 13 8.8 0.150 26.55
1480 1 41 5 72 4.1 0.200 16 7.2 0.150 21.74
1500 2 33 7 123 3.3 0.200 13 12.3 0.150 36.92
1520 3 50 4 106 5.0 0.200 20 10.6 0.150 31.83
1540 3 59 8 113 5.9 0.200 23 11.3 0.150 33.97

Cost Estimates for NH-148B January - 2025 20 of 53

 1560 4 62 5 128 6.2 0.200 25 12.8 0.150 38.49
1580 4 79 3 76 7.9 0.200 32 7.6 0.150 22.86
1600 4 82 2 46 8.2 0.200 33 4.6 0.150 13.67
1620 2 57 6 82 5.7 0.200 23 8.2 0.150 24.45
1640 2 35 8 142 3.5 0.200 14 14.2 0.150 42.50
1660 1 24 5 135 2.4 0.200 10 13.5 0.150 40.51
1680 1 15 11 163 1.5 0.200 6 16.3 0.150 49.01
1700 0 9 10 208 0.9 0.200 4 20.8 0.150 62.43
1720 0 3 10 200 0.3 0.200 1 20.0 0.150 60.05
1740 0 1 6 165 0.1 0.200 0 16.5 0.150 49.64
1760 0 1 8 148 0.1 0.200 0 14.8 0.150 44.39
1780 0 0 10 187 0.0 0.200 0 18.7 0.150 56.21
1800 0 0 11 210 0.0 0.200 0 21.0 0.150 62.94
1820 0 0 14 247 0.0 0.200 0 24.7 0.150 74.15
1840 1 6 5 189 0.6 0.200 2 18.9 0.150 56.80
1860 0 6 9 141 0.6 0.200 2 14.1 0.150 42.27
1880 0 0 9 186 0.0 0.200 0 18.6 0.150 55.81
1900 0 0 12 213 0.0 0.200 0 21.3 0.150 63.75
1920 0 0 12 241 0.0 0.200 0 24.1 0.150 72.15
1940 0 0 15 269 0.0 0.200 0 26.9 0.150 80.77
1960 0 0 15 297 0.0 0.200 0 29.7 0.150 89.24
1980 0 0 19 335 0.0 0.200 0 33.5 0.150 100.57
2000 0 0 18 365 0.0 0.200 0 36.5 0.150 109.57
2020 0 0 18 355 0.0 0.200 0 35.5 0.150 106.45
2040 0 0 16 337 0.0 0.200 0 33.7 0.150 101.23
2060 0 1 15 313 0.1 0.200 0 31.3 0.150 93.83
2080 0 1 19 341 0.1 0.200 0 34.1 0.150 102.35
2100 0 0 16 346 0.0 0.200 0 34.6 0.150 103.91
2120 0 3 11 263 0.3 0.200 1 26.3 0.150 79.01
2140 0 3 15 259 0.3 0.200 1 25.9 0.150 77.84
2160 0 0 16 311 0.0 0.200 0 31.1 0.150 93.28
2180 0 2 14 296 0.2 0.200 1 29.6 0.150 88.88
2200 0 5 11 245 0.5 0.200 2 24.5 0.150 73.61
2220 1 9 10 204 0.9 0.200 4 20.4 0.150 61.10
2240 1 12 10 195 1.2 0.200 5 19.5 0.150 58.55
2260 1 12 9 185 1.2 0.200 5 18.5 0.150 55.63
2280 1 15 8 166 1.5 0.200 6 16.6 0.150 49.77
2300 2 30 5 131 3.0 0.200 12 13.1 0.150 39.42
2320 3 49 5 102 4.9 0.200 20 10.2 0.150 30.72
2340 2 49 5 102 4.9 0.200 19 10.2 0.150 30.65
2360 3 51 4 90 5.1 0.200 20 9.0 0.150 26.96
2380 2 52 7 106 5.2 0.200 21 10.6 0.150 31.86
2400 1 39 8 146 3.9 0.200 15 14.6 0.150 43.80
2420 1 26 8 153 2.6 0.200 10 15.3 0.150 46.04
2440 1 17 8 151 1.7 0.200 7 15.1 0.150 45.22
2460 0 7 11 188 0.7 0.200 3 18.8 0.150 56.41
2480 0 0 14 256 0.0 0.200 0 25.6 0.150 76.78
2500 0 0 12 265 0.0 0.200 0 26.5 0.150 79.54
2520 0 0 17 295 0.0 0.200 0 29.5 0.150 88.50
2540 0 0 20 372 0.0 0.200 0 37.2 0.150 111.75
2560 0 0 19 393 0.0 0.200 0 39.3 0.150 118.00
2580 0 0 21 405 0.0 0.200 0 40.5 0.150 121.50
2600 0 0 19 403 0.0 0.200 0 40.3 0.150 120.85
2620 0 0 16 356 0.0 0.200 0 35.6 0.150 106.86
2640 0 0 14 304 0.0 0.200 0 30.4 0.150 91.14
2660 0 0 18 322 0.0 0.200 0 32.2 0.150 96.72
2680 0 0 14 326 0.0 0.200 0 32.6 0.150 97.93
2700 0 0 13 278 0.0 0.200 0 27.8 0.150 83.41
2720 0 1 11 248 0.1 0.200 1 24.8 0.150 74.29
2740 1 7 10 214 0.7 0.200 3 21.4 0.150 64.17
2760 1 13 12 216 1.3 0.200 5 21.6 0.150 64.88
2780 1 18 11 227 1.8 0.200 7 22.7 0.150 68.23
2800 2 26 10 208 2.6 0.200 10 20.8 0.150 62.51
2820 1 25 7 163 2.5 0.200 10 16.3 0.150 48.87
2840 2 27 9 152 2.7 0.200 11 15.2 0.150 45.50
2860 3 45 6 148 4.5 0.200 18 14.8 0.150 44.48
2880 3 54 8 147 5.4 0.200 21 14.7 0.150 44.09
2900 3 59 6 145 5.9 0.200 24 14.5 0.150 43.36
2920 3 63 8 137 6.3 0.200 25 13.7 0.150 40.99
2940 3 61 7 145 6.1 0.200 24 14.5 0.150 43.57
2960 2 53 8 145 5.3 0.200 21 14.5 0.150 43.36
2980 2 46 10 172 4.6 0.200 18 17.2 0.150 51.55
3000 1 32 9 186 3.2 0.200 13 18.6 0.150 55.85
3020 2 25 11 203 2.5 0.200 10 20.3 0.150 61.03
3040 1 26 10 210 2.6 0.200 11 21.0 0.150 63.03
3060 1 25 12 220 2.5 0.200 10 22.0 0.150 65.86
3080 1 23 7 196 2.3 0.200 9 19.6 0.150 58.84
3100 0 9 10 173 0.9 0.200 4 17.3 0.150 52.04
3120 0 0 14 243 0.0 0.200 0 24.3 0.150 72.76
3140 0 0 16 299 0.0 0.200 0 29.9 0.150 89.66
3160 0 0 20 356 0.0 0.200 0 35.6 0.150 106.79
3180 0 0 18 379 0.0 0.200 0 37.9 0.150 113.66
3200 0 0 17 353 0.0 0.200 0 35.3 0.150 105.94
3220 0 0 14 318 0.0 0.200 0 31.8 0.150 95.27
3240 0 0 13 271 0.0 0.200 0 27.1 0.150 81.34
3260 0 0 11 239 0.0 0.200 0 23.9 0.150 71.78
3280 0 0 10 214 0.0 0.200 0 21.4 0.150 64.21

Cost Estimates for NH-148B January - 2025 21 of 53

 3300 0 0 11 207 0.0 0.200 0 20.7 0.150 62.19
3320 0 1 10 206 0.1 0.200 0 20.6 0.150 61.85
3340 0 1 11 215 0.1 0.200 0 21.5 0.150 64.43
3360 0 0 9 209 0.0 0.200 0 20.9 0.150 62.59
3380 0 0 9 182 0.0 0.200 0 18.2 0.150 54.57
3400 0 0 6 149 0.0 0.200 0 14.9 0.150 44.64
3420 0 5 5 110 0.5 0.200 2 11.0 0.150 33.07
3440 1 14 4 87 1.4 0.200 5 8.7 0.150 26.10
3460 1 20 4 78 2.0 0.200 8 7.8 0.150 23.48
3480 1 19 5 91 1.9 0.200 8 9.1 0.150 27.37
3500 1 19 5 99 1.9 0.200 8 9.9 0.150 29.60
3520 1 22 6 103 2.2 0.200 9 10.3 0.150 31.03
3540 1 18 5 106 1.8 0.200 7 10.6 0.150 31.84
3560 2 24 6 114 2.4 0.200 10 11.4 0.150 34.15
3580 2 33 6 119 3.3 0.200 13 11.9 0.150 35.83
3600 2 36 5 107 3.6 0.200 15 10.7 0.150 32.06
3620 2 45 5 97 4.5 0.200 18 9.7 0.150 29.22
3640 2 46 4 91 4.6 0.200 19 9.1 0.150 27.38
3660 3 53 3 79 5.3 0.200 21 7.9 0.150 23.70
3680 4 75 2 53 7.5 0.200 30 5.3 0.150 15.82
3700 4 89 3 47 8.9 0.200 36 4.7 0.150 14.03
3720 5 91 2 47 9.1 0.200 36 4.7 0.150 14.10
3740 3 78 3 49 7.8 0.200 31 4.9 0.150 14.84
3760 2 55 3 63 5.5 0.200 22 6.3 0.150 18.82
3780 1 34 4 69 3.4 0.200 14 6.9 0.150 20.63
3800 0 14 4 80 1.4 0.200 6 8.0 0.150 24.00
3820 0 6 6 100 0.6 0.200 2 10.0 0.150 30.07
3840 0 2 9 150 0.2 0.200 1 15.0 0.150 44.92
3860 0 3 9 181 0.3 0.200 1 18.1 0.150 54.41
3880 0 3 14 225 0.3 0.200 1 22.5 0.150 67.50
3900 0 0 7 203 0.0 0.200 0 20.3 0.150 60.96
3920 0 1 6 129 0.1 0.200 0 12.9 0.150 38.72
3940 0 1 5 113 0.1 0.200 1 11.3 0.150 34.01
3960 1 7 7 117 0.7 0.200 3 11.7 0.150 35.17
3980 2 26 5 116 2.6 0.200 11 11.6 0.150 34.73
4000 3 46 4 91 4.6 0.200 19 9.1 0.150 27.41
4020 3 59 3 68 5.9 0.200 24 6.8 0.150 20.47
4040 4 70 3 55 7.0 0.200 28 5.5 0.150 16.61
4060 4 76 2 47 7.6 0.200 31 4.7 0.150 13.95
4080 6 95 2 40 9.5 0.200 38 4.0 0.150 11.88
4100 7 121 2 44 12.1 0.200 49 4.4 0.150 13.15
4120 7 134 2 45 13.4 0.200 54 4.5 0.150 13.49
4140 7 134 2 39 13.4 0.200 53 3.9 0.150 11.76
4160 7 132 2 33 13.2 0.200 53 3.3 0.150 9.97
4180 7 135 2 35 13.5 0.200 54 3.5 0.150 10.43
4200 6 127 4 59 12.7 0.200 51 5.9 0.150 17.66
4220 5 109 3 68 10.9 0.200 44 6.8 0.150 20.45
4240 5 101 3 55 10.1 0.200 40 5.5 0.150 16.49
4260 3 79 4 65 7.9 0.200 32 6.5 0.150 19.55
4280 3 55 5 87 5.5 0.200 22 8.7 0.150 26.00
4300 1 36 3 82 3.6 0.200 14 8.2 0.150 24.62
4320 2 29 3 58 2.9 0.200 11 5.8 0.150 17.27
4340 1 29 14 161 2.9 0.200 12 16.1 0.150 48.20
4360 2 28 3 165 2.8 0.200 11 16.5 0.150 49.63
4380 1 31 4 74 3.1 0.200 12 7.4 0.150 22.28
4400 1 20 6 100 2.0 0.200 8 10.0 0.150 29.92
4420 1 13 7 121 1.3 0.200 5 12.1 0.150 36.22
4440 2 31 3 97 3.1 0.200 12 9.7 0.150 29.14
4460 0 25 9 124 2.5 0.200 10 12.4 0.150 37.29
4480 0 1 8 174 0.1 0.200 1 17.4 0.150 52.34
4500 0 1 7 154 0.1 0.200 0 15.4 0.150 46.15
4520 0 4 5 125 0.4 0.200 1 12.5 0.150 37.44
4540 0 3 10 151 0.3 0.200 1 15.1 0.150 45.41
4560 0 2 12 220 0.2 0.200 1 22.0 0.150 66.08
4580 0 6 5 168 0.6 0.200 2 16.8 0.150 50.46
4600 2 24 3 76 2.4 0.200 9 7.6 0.150 22.72
4620 4 55 2 47 5.5 0.200 22 4.7 0.150 14.03
4640 4 70 2 35 7.0 0.200 28 3.5 0.150 10.61
4660 4 73 2 38 7.3 0.200 29 3.8 0.150 11.53
4680 6 101 1 35 10.1 0.200 40 3.5 0.150 10.45
4700 9 153 0 15 15.3 0.200 61 1.5 0.150 4.47
4720 7 160 2 16 16.0 0.200 64 1.6 0.150 4.91
4740 8 152 1 26 15.2 0.200 61 2.6 0.150 7.67
4760 9 170 0 13 17.0 0.200 68 1.3 0.150 4.02
4780 10 187 0 4 18.7 0.200 75 0.4 0.150 1.09
4800 8 184 0 1 18.4 0.200 74 0.1 0.150 0.36
4820 6 147 0 5 14.7 0.200 59 0.5 0.150 1.61
4840 7 130 0 5 13.0 0.200 52 0.5 0.150 1.58
4860 8 144 0 1 14.4 0.200 57 0.1 0.150 0.39
4880 7 142 0 0 14.2 0.200 57 0.0 0.150 0.11
4900 6 121 0 0 12.1 0.200 49 0.0 0.150 0.02
4920 2 77 0 3 7.7 0.200 31 0.3 0.150 0.89
4940 2 42 1 17 4.2 0.200 17 1.7 0.150 4.99
4960 2 38 3 46 3.8 0.200 15 4.6 0.150 13.91
4980 1 23 5 82 2.3 0.200 9 8.2 0.150 24.65
5000 0 5 15 203 0.5 0.200 2 20.3 0.150 60.82
5020 0 0 24 395 0.0 0.200 0 39.5 0.150 118.56

Cost Estimates for NH-148B January - 2025 22 of 53

 5040 0 0 19 431 0.0 0.200 0 43.1 0.150 129.27
5060 0 0 21 395 0.0 0.200 0 39.5 0.150 118.52
5080 0 0 21 415 0.0 0.200 0 41.5 0.150 124.41
5100 0 0 21 423 0.0 0.200 0 42.3 0.150 126.89
5120 0 0 19 401 0.0 0.200 0 40.1 0.150 120.35
5140 0 0 15 336 0.0 0.200 0 33.6 0.150 100.66
5160 0 0 11 255 0.0 0.200 0 25.5 0.150 76.40
5180 0 0 8 187 0.0 0.200 0 18.7 0.150 55.97
5200 0 0 6 141 0.0 0.200 0 14.1 0.150 42.21
5220 0 0 6 115 0.0 0.200 0 11.5 0.150 34.56
5240 2 22 0 57 2.2 0.200 9 5.7 0.150 17.14
5260 2 44 2 17 4.4 0.200 18 1.7 0.150 5.05
5280 5 71 5 61 7.1 0.200 28 6.1 0.150 18.42
5300 7 115 3 80 11.5 0.200 46 8.0 0.150 24.00
5320 7 133 3 59 13.3 0.200 53 5.9 0.150 17.84
5340 3 94 2 48 9.4 0.200 38 4.8 0.150 14.41
5360 2 49 3 56 4.9 0.200 20 5.6 0.150 16.87
5380 2 46 3 64 4.6 0.200 19 6.4 0.150 19.28
5400 2 39 4 69 3.9 0.200 16 6.9 0.150 20.77
5420 1 25 5 87 2.5 0.200 10 8.7 0.150 26.03
5440 4 47 3 75 4.7 0.200 19 7.5 0.150 22.36
5460 4 79 3 54 7.9 0.200 32 5.4 0.150 16.09
5480 3 69 6 88 6.9 0.200 28 8.8 0.150 26.43
5500 3 56 4 102 5.6 0.200 22 10.2 0.150 30.53
5520 2 51 4 79 5.1 0.200 20 7.9 0.150 23.85
5540 2 39 5 93 3.9 0.200 16 9.3 0.150 27.94
5560 1 27 8 132 2.7 0.200 11 13.2 0.150 39.56
5580 2 27 5 131 2.7 0.200 11 13.1 0.150 39.18
5600 1 27 8 129 2.7 0.200 11 12.9 0.150 38.63
5620 0 12 10 175 1.2 0.200 5 17.5 0.150 52.59
5640 0 4 10 195 0.4 0.200 2 19.5 0.150 58.50
5660 0 1 9 181 0.1 0.200 0 18.1 0.150 54.15
5680 1 6 9 180 0.6 0.200 2 18.0 0.150 53.91
5700 1 14 9 182 1.4 0.200 6 18.2 0.150 54.47
5720 2 30 6 142 3.0 0.200 12 14.2 0.150 42.56
5740 2 43 6 118 4.3 0.200 17 11.8 0.150 35.43
5760 3 52 4 105 5.2 0.200 21 10.5 0.150 31.60
5780 4 66 5 90 6.6 0.200 26 9.0 0.150 26.94
5800 5 86 3 78 8.6 0.200 34 7.8 0.150 23.26
5820 6 108 4 65 10.8 0.200 43 6.5 0.150 19.63
5840 6 120 3 69 12.0 0.200 48 6.9 0.150 20.65
5860 7 133 2 55 13.3 0.200 53 5.5 0.150 16.50
5880 6 128 4 60 12.8 0.200 51 6.0 0.150 17.91
5900 6 112 5 91 11.2 0.200 45 9.1 0.150 27.42
5920 7 122 2 77 12.2 0.200 49 7.7 0.150 23.10
5940 3 101 5 77 10.1 0.200 40 7.7 0.150 23.07
5960 3 60 7 126 6.0 0.200 24 12.6 0.150 37.82
5980 2 48 4 114 4.8 0.200 19 11.4 0.150 34.21
6000 1 30 7 114 3.0 0.200 12 11.4 0.150 34.07
6020 0 10 9 158 1.0 0.200 4 15.8 0.150 47.45
6040 0 2 8 169 0.2 0.200 1 16.9 0.150 50.63
6060 0 0 11 189 0.0 0.200 0 18.9 0.150 56.75
6080 0 0 14 250 0.0 0.200 0 25.0 0.150 75.00
6100 0 0 17 315 0.0 0.200 0 31.5 0.150 94.61
6120 0 0 17 339 0.0 0.200 0 33.9 0.150 101.74
6140 0 0 18 347 0.0 0.200 0 34.7 0.150 104.23
6160 0 0 20 382 0.0 0.200 0 38.2 0.150 114.66
6180 0 0 17 372 0.0 0.200 0 37.2 0.150 111.50
6200 0 0 17 338 0.0 0.200 0 33.8 0.150 101.38
6220 0 0 20 368 0.0 0.200 0 36.8 0.150 110.31
6240 0 0 19 393 0.0 0.200 0 39.3 0.150 117.77
6260 0 0 16 356 0.0 0.200 0 35.6 0.150 106.77
6280 0 0 16 324 0.0 0.200 0 32.4 0.150 97.31
6300 0 0 11 274 0.0 0.200 0 27.4 0.150 82.13
6320 0 0 11 218 0.0 0.200 0 21.8 0.150 65.53
6340 0 0 10 209 0.0 0.200 0 20.9 0.150 62.77
6360 0 0 12 227 0.0 0.200 0 22.7 0.150 68.18
6380 0 0 10 224 0.0 0.200 0 22.4 0.150 67.31
6400 0 0 7 169 0.0 0.200 0 16.9 0.150 50.62
6420 2 18 2 87 1.8 0.200 7 8.7 0.150 26.17
6440 2 36 4 59 3.6 0.200 15 5.9 0.150 17.77
6460 2 43 3 67 4.3 0.200 17 6.7 0.150 20.13
6480 3 51 3 61 5.1 0.200 20 6.1 0.150 18.17
6500 2 50 6 96 5.0 0.200 20 9.6 0.150 28.93
6520 3 49 4 103 4.9 0.200 20 10.3 0.150 30.84
6540 2 50 7 110 5.0 0.200 20 11.0 0.150 32.85
6560 3 51 8 151 5.1 0.200 21 15.1 0.150 45.23
6580 2 51 6 138 5.1 0.200 20 13.8 0.150 41.26
6600 2 44 4 99 4.4 0.200 18 9.9 0.150 29.81
6620 3 49 4 80 4.9 0.200 20 8.0 0.150 24.09
6640 4 72 3 65 7.2 0.200 29 6.5 0.150 19.38
6660 5 93 2 51 9.3 0.200 37 5.1 0.150 15.23
6680 6 114 2 44 11.4 0.200 45 4.4 0.150 13.21
6700 7 132 3 50 13.2 0.200 53 5.0 0.150 15.06
6720 7 134 2 50 13.4 0.200 54 5.0 0.150 15.10
6740 5 119 2 38 11.9 0.200 47 3.8 0.150 11.28
6760 5 99 4 57 9.9 0.200 40 5.7 0.150 17.01

Cost Estimates for NH-148B January - 2025 23 of 53

 6780 4 89 4 78 8.9 0.200 35 7.8 0.150 23.34
6800 2 62 8 122 6.2 0.200 25 12.2 0.150 36.49
6820 2 36 9 179 3.6 0.200 14 17.9 0.150 53.76
6840 1 24 10 191 2.4 0.200 10 19.1 0.150 57.15
6860 1 14 9 182 1.4 0.200 5 18.2 0.150 54.56
6880 0 7 12 207 0.7 0.200 3 20.7 0.150 62.18
6900 0 4 9 213 0.4 0.200 1 21.3 0.150 63.80
6920 1 11 2 108 1.1 0.200 5 10.8 0.150 32.30
6940 1 18 4 61 1.8 0.200 7 6.1 0.150 18.34
6960 0 12 3 78 1.2 0.200 5 7.8 0.150 23.33
6980 0 4 8 113 0.4 0.200 1 11.3 0.150 33.98
7000 0 0 12 200 0.0 0.200 0 20.0 0.150 59.87
7020 0 0 11 227 0.0 0.200 0 22.7 0.150 67.96
7040 0 0 11 213 0.0 0.200 0 21.3 0.150 63.96
7060 0 2 6 164 0.2 0.200 1 16.4 0.150 49.29
7080 0 2 5 108 0.2 0.200 1 10.8 0.150 32.35
7100 0 0 3 80 0.0 0.200 0 8.0 0.150 24.03
7120 1 7 3 58 0.7 0.200 3 5.8 0.150 17.29
7140 1 21 3 58 2.1 0.200 8 5.8 0.150 17.30
7160 1 28 3 59 2.8 0.200 11 5.9 0.150 17.75
7180 1 26 2 53 2.6 0.200 10 5.3 0.150 15.80
7200 1 27 2 47 2.7 0.200 11 4.7 0.150 14.02
7220 2 30 2 43 3.0 0.200 12 4.3 0.150 13.05
7240 1 20 2 46 2.0 0.200 8 4.6 0.150 13.71
7260 0 5 3 52 0.5 0.200 2 5.2 0.150 15.58
7280 0 0 3 57 0.0 0.200 0 5.7 0.150 17.17
7300 0 0 3 58 0.0 0.200 0 5.8 0.150 17.45
7320 0 0 3 57 0.0 0.200 0 5.7 0.150 17.07
7340 1 8 2 45 0.8 0.200 3 4.5 0.150 13.40
7360 0 10 4 51 1.0 0.200 4 5.1 0.150 15.38
7380 0 2 4 80 0.2 0.200 1 8.0 0.150 23.91
7400 0 1 5 99 0.1 0.200 0 9.9 0.150 29.65
7420 0 0 8 130 0.0 0.200 0 13.0 0.150 39.09
7440 0 0 7 142 0.0 0.200 0 14.2 0.150 42.67
7460 0 0 6 122 0.0 0.200 0 12.2 0.150 36.73
7480 0 1 5 101 0.1 0.200 0 10.1 0.150 30.32
7500 1 7 3 78 0.7 0.200 3 7.8 0.150 23.32
7520 1 16 3 60 1.6 0.200 7 6.0 0.150 17.94
7540 2 29 3 60 2.9 0.200 12 6.0 0.150 17.85
7560 3 47 2 57 4.7 0.200 19 5.7 0.150 17.03
7580 4 64 2 43 6.4 0.200 26 4.3 0.150 12.83
7600 3 70 2 34 7.0 0.200 28 3.4 0.150 10.26
7620 3 67 2 34 6.7 0.200 27 3.4 0.150 10.27
7640 4 68 2 38 6.8 0.200 27 3.8 0.150 11.28
7660 2 54 2 40 5.4 0.200 22 4.0 0.150 11.94
7680 3 49 2 45 4.9 0.200 20 4.5 0.150 13.59
7700 3 58 2 46 5.8 0.200 23 4.6 0.150 13.88
7720 2 46 2 41 4.6 0.200 18 4.1 0.150 12.35
7740 1 33 3 45 3.3 0.200 13 4.5 0.150 13.55
7760 1 25 3 53 2.5 0.200 10 5.3 0.150 15.96
7780 0 14 3 56 1.4 0.200 5 5.6 0.150 16.70
7800 0 3 4 70 0.3 0.200 1 7.0 0.150 20.86
7820 0 0 4 81 0.0 0.200 0 8.1 0.150 24.41
7840 0 0 4 79 0.0 0.200 0 7.9 0.150 23.56
7860 0 0 6 99 0.0 0.200 0 9.9 0.150 29.56
7880 0 0 7 125 0.0 0.200 0 12.5 0.150 37.50
7900 0 0 7 135 0.0 0.200 0 13.5 0.150 40.45
7920 0 0 10 174 0.0 0.200 0 17.4 0.150 52.34
7940 0 0 11 217 0.0 0.200 0 21.7 0.150 65.01
7960 0 0 11 221 0.0 0.200 0 22.1 0.150 66.42
7980 0 0 12 226 0.0 0.200 0 22.6 0.150 67.79
8000 0 0 13 242 0.0 0.200 0 24.2 0.150 72.53
8020 0 0 12 243 0.0 0.200 0 24.3 0.150 73.03
8040 0 1 11 224 0.1 0.200 1 22.4 0.150 67.22
8060 0 2 10 210 0.2 0.200 1 21.0 0.150 63.07
8080 0 1 11 213 0.1 0.200 0 21.3 0.150 63.98
8100 0 0 11 219 0.0 0.200 0 21.9 0.150 65.57
8120 0 0 11 220 0.0 0.200 0 22.0 0.150 66.00
8140 0 0 10 213 0.0 0.200 0 21.3 0.150 63.78
8160 0 0 10 204 0.0 0.200 0 20.4 0.150 61.14
8180 0 0 9 194 0.0 0.200 0 19.4 0.150 58.22
8200 0 0 8 171 0.0 0.200 0 17.1 0.150 51.25
8220 0 0 7 144 0.0 0.200 0 14.4 0.150 43.05
8240 0 0 6 122 0.0 0.200 0 12.2 0.150 36.74
8260 0 1 6 121 0.1 0.200 0 12.1 0.150 36.24
8280 0 1 7 135 0.1 0.200 0 13.5 0.150 40.64
8300 0 0 6 131 0.0 0.200 0 13.1 0.150 39.30
8320 0 1 5 105 0.1 0.200 0 10.5 0.150 31.62
8340 0 1 5 97 0.1 0.200 0 9.7 0.150 29.23
8360 0 0 5 106 0.0 0.200 0 10.6 0.150 31.82
8380 0 0 5 104 0.0 0.200 0 10.4 0.150 31.34
8400 0 2 4 88 0.2 0.200 1 8.8 0.150 26.32
8420 0 3 4 76 0.3 0.200 1 7.6 0.150 22.92
8440 1 9 4 77 0.9 0.200 4 7.7 0.150 22.97
8460 1 16 3 66 1.6 0.200 7 6.6 0.150 19.86
8480 0 13 3 53 1.3 0.200 5 5.3 0.150 15.92
8500 2 19 2 49 1.9 0.200 8 4.9 0.150 14.79

Cost Estimates for NH-148B January - 2025 24 of 53

 8520 3 41 2 42 4.1 0.200 17 4.2 0.150 12.54
8540 3 53 1 30 5.3 0.200 21 3.0 0.150 8.92
8560 3 59 1 20 5.9 0.200 24 2.0 0.150 5.86
8580 3 66 1 15 6.6 0.200 26 1.5 0.150 4.43
8600 3 67 1 15 6.7 0.200 27 1.5 0.150 4.43
8620 3 63 1 20 6.3 0.200 25 2.0 0.150 6.11
8640 2 47 2 34 4.7 0.200 19 3.4 0.150 10.10
8660 1 29 3 47 2.9 0.200 11 4.7 0.150 14.01
8680 2 26 2 44 2.6 0.200 10 4.4 0.150 13.16
8700 0 18 2 42 1.8 0.200 7 4.2 0.150 12.48
8720 0 3 4 63 0.3 0.200 1 6.3 0.150 18.93
8740 0 2 4 82 0.2 0.200 1 8.2 0.150 24.74
8760 0 1 5 96 0.1 0.200 0 9.6 0.150 28.91
8780 0 0 6 111 0.0 0.200 0 11.1 0.150 33.35
8800 0 0 6 117 0.0 0.200 0 11.7 0.150 34.97
8820 0 0 6 123 0.0 0.200 0 12.3 0.150 36.95
8840 0 0 6 126 0.0 0.200 0 12.6 0.150 37.74
8860 0 0 6 125 0.0 0.200 0 12.5 0.150 37.50
8880 1 5 6 121 0.5 0.200 2 12.1 0.150 36.19
8900 0 7 6 117 0.7 0.200 3 11.7 0.150 35.08
8920 1 8 6 116 0.8 0.200 3 11.6 0.150 34.66
8940 1 15 2 75 1.5 0.200 6 7.5 0.150 22.49
8960 10 110 0 22 11.0 0.200 44 2.2 0.150 6.72
8980 6 159 0 5 15.9 0.200 64 0.5 0.150 1.36
9000 7 131 0 2 13.1 0.200 52 0.2 0.150 0.63
9020 5 125 0 2 12.5 0.200 50 0.2 0.150 0.72
9040 7 121 0 4 12.1 0.200 48 0.4 0.150 1.07
9060 9 159 0 3 15.9 0.200 63 0.3 0.150 0.87
9080 10 193 0 3 19.3 0.200 77 0.3 0.150 0.90
9100 8 187 0 4 18.7 0.200 75 0.4 0.150 1.29
9120 6 140 0 6 14.0 0.200 56 0.6 0.150 1.87
9140 6 113 0 8 11.3 0.200 45 0.8 0.150 2.39
9160 4 98 1 12 9.8 0.200 39 1.2 0.150 3.64
9180 3 74 1 22 7.4 0.200 30 2.2 0.150 6.56
9200 2 51 2 34 5.1 0.200 20 3.4 0.150 10.31
9220 1 26 3 53 2.6 0.200 10 5.3 0.150 16.01
9240 0 12 5 79 1.2 0.200 5 7.9 0.150 23.80
9260 0 7 4 85 0.7 0.200 3 8.5 0.150 25.53
9280 1 9 3 66 0.9 0.200 3 6.6 0.150 19.74
9300 2 22 2 45 2.2 0.200 9 4.5 0.150 13.45
9320 6 73 1 23 7.3 0.200 29 2.3 0.150 7.01
9340 5 108 0 8 10.8 0.200 43 0.8 0.150 2.52
9360 8 134 0 3 13.4 0.200 53 0.3 0.150 0.88
9380 7 150 0 0 15.0 0.200 60 0.0 0.150 0.10
9400 5 111 1 13 11.1 0.200 45 1.3 0.150 3.86
9420 5 91 1 19 9.1 0.200 36 1.9 0.150 5.85
9440 5 98 1 15 9.8 0.200 39 1.5 0.150 4.55
9460 6 108 1 17 10.8 0.200 43 1.7 0.150 5.21
9480 6 115 1 16 11.5 0.200 46 1.6 0.150 4.83
9500 7 124 1 14 12.4 0.200 50 1.4 0.150 4.29
9520 6 127 1 15 12.7 0.200 51 1.5 0.150 4.61
9540 6 125 1 15 12.5 0.200 50 1.5 0.150 4.54
9560 5 115 1 15 11.5 0.200 46 1.5 0.150 4.57
9580 5 100 1 18 10.0 0.200 40 1.8 0.150 5.36
9600 4 86 1 24 8.6 0.200 34 2.4 0.150 7.19
9620 4 74 2 29 7.4 0.200 30 2.9 0.150 8.80
9640 4 73 1 28 7.3 0.200 29 2.8 0.150 8.45
9660 3 71 2 28 7.1 0.200 29 2.8 0.150 8.50
9680 3 61 2 34 6.1 0.200 24 3.4 0.150 10.32
9700 1 36 3 46 3.6 0.200 14 4.6 0.150 13.78
9720 1 21 3 60 2.1 0.200 8 6.0 0.150 18.09
9740 1 17 4 70 1.7 0.200 7 7.0 0.150 20.94
9760 0 8 4 76 0.8 0.200 3 7.6 0.150 22.72
9780 0 2 4 78 0.2 0.200 1 7.8 0.150 23.27
9800 0 0 4 77 0.0 0.200 0 7.7 0.150 23.12
9820 0 1 3 70 0.1 0.200 1 7.0 0.150 20.98
9840 0 1 4 72 0.1 0.200 1 7.2 0.150 21.71
9860 0 1 5 96 0.1 0.200 0 9.6 0.150 28.74
9880 0 1 6 116 0.1 0.200 0 11.6 0.150 34.71
9900 0 0 7 127 0.0 0.200 0 12.7 0.150 38.01
9920 0 0 8 141 0.0 0.200 0 14.1 0.150 42.25
9940 0 0 9 160 0.0 0.200 0 16.0 0.150 48.14
9960 0 0 9 176 0.0 0.200 0 17.6 0.150 52.72
9980 0 0 9 184 0.0 0.200 0 18.4 0.150 55.10
10000 0 0 10 195 0.0 0.200 0 19.5 0.150 58.43
10020 0 0 10 200 0.0 0.200 0 20.0 0.150 60.00
10040 0 0 10 197 0.0 0.200 0 19.7 0.150 59.01
10060 0 0 9 189 0.0 0.200 0 18.9 0.150 56.81
10080 0 0 8 167 0.0 0.200 0 16.7 0.150 50.09
10100 0 0 6 138 0.0 0.200 0 13.8 0.150 41.30
10120 0 0 6 124 0.0 0.200 0 12.4 0.150 37.17
10140 0 0 5 116 0.0 0.200 0 11.6 0.150 34.82
10160 0 0 4 92 0.0 0.200 0 9.2 0.150 27.63
10180 0 3 3 64 0.3 0.200 1 6.4 0.150 19.19
10200 2 19 2 43 1.9 0.200 8 4.3 0.150 12.87
10220 2 32 2 40 3.2 0.200 13 4.0 0.150 11.95
10240 1 26 2 47 2.6 0.200 10 4.7 0.150 14.15

Cost Estimates for NH-148B January - 2025 25 of 53

 10260 1 18 3 56 1.8 0.200 7 5.6 0.150 16.66
10280 0 10 3 62 1.0 0.200 4 6.2 0.150 18.62
10300 0 3 5 79 0.3 0.200 1 7.9 0.150 23.78
10320 0 0 8 124 0.0 0.200 0 12.4 0.150 37.08
10340 0 1 6 134 0.1 0.200 1 13.4 0.150 40.18
10360 3 34 4 99 3.4 0.200 13 9.9 0.150 29.82
10380 5 80 5 93 8.0 0.200 32 9.3 0.150 28.01
10400 6 109 5 102 10.9 0.200 43 10.2 0.150 30.48
10420 6 121 5 102 12.1 0.200 48 10.2 0.150 30.66
10440 4 103 8 137 10.3 0.200 41 13.7 0.150 41.00
10460 3 73 10 179 7.3 0.200 29 17.9 0.150 53.79
10480 2 53 12 214 5.3 0.200 21 21.4 0.150 64.17
10500 2 37 15 270 3.7 0.200 15 27.0 0.150 80.99
10520 0 18 17 320 1.8 0.200 7 32.0 0.150 96.07
10540 0 3 19 361 0.3 0.200 1 36.1 0.150 108.29
10560 0 0 22 415 0.0 0.200 0 41.5 0.150 124.50
10580 0 0 27 493 0.0 0.200 0 49.3 0.150 147.75
10600 0 0 25 523 0.0 0.200 0 52.3 0.150 156.85
10620 0 3 19 444 0.3 0.200 1 44.4 0.150 133.20
10640 0 3 20 386 0.3 0.200 1 38.6 0.150 115.93
10660 0 2 20 395 0.2 0.200 1 39.5 0.150 118.40
10680 1 9 17 369 0.9 0.200 4 36.9 0.150 110.68
10700 1 16 16 328 1.6 0.200 6 32.8 0.150 98.48
10720 1 19 15 306 1.9 0.200 8 30.6 0.150 91.87
10740 2 33 13 282 3.3 0.200 13 28.2 0.150 84.50
10760 3 56 13 260 5.6 0.200 23 26.0 0.150 78.10
10780 4 70 11 237 7.0 0.200 28 23.7 0.150 71.09
10800 5 83 6 174 8.3 0.200 33 17.4 0.150 52.34
10820 5 95 4 102 9.5 0.200 38 10.2 0.150 30.74
10840 5 96 5 87 9.6 0.200 38 8.7 0.150 25.97
10860 6 104 7 119 10.4 0.200 42 11.9 0.150 35.72
10880 9 144 4 108 14.4 0.200 57 10.8 0.150 32.35
10900 5 136 8 120 13.6 0.200 54 12.0 0.150 36.11
10920 5 96 8 167 9.6 0.200 38 16.7 0.150 50.18
10940 4 89 12 202 8.9 0.200 36 20.2 0.150 60.74
10960 3 71 11 230 7.1 0.200 28 23.0 0.150 69.14
10980 2 51 13 244 5.1 0.200 20 24.4 0.150 73.07
11000 2 41 16 288 4.1 0.200 16 28.8 0.150 86.34
11020 1 32 14 297 3.2 0.200 13 29.7 0.150 89.02
11040 1 25 16 296 2.5 0.200 10 29.6 0.150 88.89
11060 1 22 16 312 2.2 0.200 9 31.2 0.150 93.51
11080 0 12 14 301 1.2 0.200 5 30.1 0.150 90.20
11100 0 6 18 327 0.6 0.200 2 32.7 0.150 98.03
11120 0 6 13 313 0.6 0.200 2 31.3 0.150 93.75
11140 0 7 14 271 0.7 0.200 3 27.1 0.150 81.26
11160 1 17 15 290 1.7 0.200 7 29.0 0.150 87.00
11180 2 32 12 272 3.2 0.200 13 27.2 0.150 81.49
11200 3 50 8 205 5.0 0.200 20 20.5 0.150 61.41
11220 4 67 11 189 6.7 0.200 27 18.9 0.150 56.69
11240 4 77 8 188 7.7 0.200 31 18.8 0.150 56.54
11260 6 98 6 142 9.8 0.200 39 14.2 0.150 42.49
11280 4 91 9 153 9.1 0.200 37 15.3 0.150 45.93
11300 5 91 6 153 9.1 0.200 36 15.3 0.150 45.78
11320 5 103 7 125 10.3 0.200 41 12.5 0.150 37.35
11340 6 109 5 113 10.9 0.200 44 11.3 0.150 33.79
11360 6 125 4 83 12.5 0.200 50 8.3 0.150 24.86
11380 5 117 6 95 11.7 0.200 47 9.5 0.150 28.55
11400 4 90 6 121 9.0 0.200 36 12.1 0.150 36.33
11420 2 55 8 139 5.5 0.200 22 13.9 0.150 41.65
11440 0 20 8 161 2.0 0.200 8 16.1 0.150 48.26
11460 0 2 10 183 0.2 0.200 1 18.3 0.150 55.05
11480 0 1 9 193 0.1 0.200 0 19.3 0.150 57.93
11500 0 1 11 203 0.1 0.200 0 20.3 0.150 61.02
11520 0 0 11 221 0.0 0.200 0 22.1 0.150 66.35
11540 0 0 10 213 0.0 0.200 0 21.3 0.150 64.04
11560 0 0 13 236 0.0 0.200 0 23.6 0.150 70.82
11580 0 0 12 249 0.0 0.200 0 24.9 0.150 74.74
11600 0 0 11 221 0.0 0.200 0 22.1 0.150 66.40
11620 0 0 11 213 0.0 0.200 0 21.3 0.150 63.85
11640 0 1 9 195 0.1 0.200 0 19.5 0.150 58.63
11660 0 5 8 166 0.5 0.200 2 16.6 0.150 49.79
11680 1 16 6 140 1.6 0.200 6 14.0 0.150 41.87
11700 2 28 6 120 2.8 0.200 11 12.0 0.150 35.98
11720 2 36 6 123 3.6 0.200 14 12.3 0.150 36.80
11740 3 45 6 129 4.5 0.200 18 12.9 0.150 38.67
11760 3 58 3 99 5.8 0.200 23 9.9 0.150 29.79
11780 4 73 3 63 7.3 0.200 29 6.3 0.150 18.90
11800 4 83 3 57 8.3 0.200 33 5.7 0.150 17.17
11820 4 81 2 44 8.1 0.200 32 4.4 0.150 13.23
11840 1 52 7 83 5.2 0.200 21 8.3 0.150 24.98
11860 2 30 4 111 3.0 0.200 12 11.1 0.150 33.38
11880 2 33 4 88 3.3 0.200 13 8.8 0.150 26.37
11900 1 28 5 96 2.8 0.200 11 9.6 0.150 28.81
11920 2 26 4 94 2.6 0.200 10 9.4 0.150 28.34
11940 1 26 3 72 2.6 0.200 10 7.2 0.150 21.63
11960 1 17 5 75 1.7 0.200 7 7.5 0.150 22.55
11980 0 11 6 111 1.1 0.200 4 11.1 0.150 33.18

Cost Estimates for NH-148B January - 2025 26 of 53

 12000 0 10 8 149 1.0 0.200 4 14.9 0.150 44.73
12020 0 6 11 194 0.6 0.200 2 19.4 0.150 58.11
12040 0 1 13 239 0.1 0.200 0 23.9 0.150 71.66
12060 0 1 12 253 0.1 0.200 0 25.3 0.150 75.79
12080 0 0 10 223 0.0 0.200 0 22.3 0.150 67.01
12100 0 0 12 220 0.0 0.200 0 22.0 0.150 66.03
12120 0 0 11 227 0.0 0.200 0 22.7 0.150 67.96
12140 0 0 9 199 0.0 0.200 0 19.9 0.150 59.68
12160 0 1 8 171 0.1 0.200 1 17.1 0.150 51.39
12180 0 4 7 153 0.4 0.200 2 15.3 0.150 45.87
12200 1 16 6 134 1.6 0.200 6 13.4 0.150 40.27
12220 2 28 7 130 2.8 0.200 11 13.0 0.150 39.15
12240 2 37 5 123 3.7 0.200 15 12.3 0.150 36.91
12260 1 32 8 136 3.2 0.200 13 13.6 0.150 40.88
12280 3 38 6 144 3.8 0.200 15 14.4 0.150 43.06
12300 4 67 6 123 6.7 0.200 27 12.3 0.150 36.98
12320 4 83 4 104 8.3 0.200 33 10.4 0.150 31.25
12340 4 88 4 81 8.8 0.200 35 8.1 0.150 24.27
12360 6 103 3 69 10.3 0.200 41 6.9 0.150 20.68
12380 5 107 3 63 10.7 0.200 43 6.3 0.150 19.04
12400 4 89 5 84 8.9 0.200 35 8.4 0.150 25.15
12420 4 76 7 119 7.6 0.200 30 11.9 0.150 35.77
12440 3 68 7 135 6.8 0.200 27 13.5 0.150 40.51
12460 3 64 5 115 6.4 0.200 26 11.5 0.150 34.54
12480 2 52 7 116 5.2 0.200 21 11.6 0.150 34.80
12500 2 39 6 129 3.9 0.200 16 12.9 0.150 38.61
12520 1 30 12 184 3.0 0.200 12 18.4 0.150 55.16
12540 1 21 8 201 2.1 0.200 9 20.1 0.150 60.26
12560 1 16 9 169 1.6 0.200 6 16.9 0.150 50.84
12580 0 7 10 195 0.7 0.200 3 19.5 0.150 58.36
12600 0 1 14 246 0.1 0.200 0 24.6 0.150 73.87
12620 0 4 9 232 0.4 0.200 1 23.2 0.150 69.54
12640 0 4 16 248 0.4 0.200 1 24.8 0.150 74.27
12660 0 0 15 305 0.0 0.200 0 30.5 0.150 91.52
12680 0 0 15 297 0.0 0.200 0 29.7 0.150 89.22
12700 0 0 17 320 0.0 0.200 0 32.0 0.150 96.06
12720 0 0 18 351 0.0 0.200 0 35.1 0.150 105.32
12740 0 1 15 326 0.1 0.200 0 32.6 0.150 97.95
12760 0 1 12 262 0.1 0.200 0 26.2 0.150 78.63
12780 0 0 10 215 0.0 0.200 0 21.5 0.150 64.37
12800 0 0 8 177 0.0 0.200 0 17.7 0.150 53.04
12820 0 0 13 207 0.0 0.200 0 20.7 0.150 62.12
12840 0 0 13 254 0.0 0.200 0 25.4 0.150 76.25
12860 0 0 9 220 0.0 0.200 0 22.0 0.150 66.03
12880 0 0 9 185 0.0 0.200 0 18.5 0.150 55.61
12900 0 4 10 191 0.4 0.200 2 19.1 0.150 57.37
12920 1 13 9 193 1.3 0.200 5 19.3 0.150 57.98
12940 1 21 9 183 2.1 0.200 8 18.3 0.150 55.03
12960 1 26 7 159 2.6 0.200 10 15.9 0.150 47.61
12980 2 34 5 118 3.4 0.200 14 11.8 0.150 35.53
13000 3 49 5 97 4.9 0.200 20 9.7 0.150 29.07
13020 3 60 5 98 6.0 0.200 24 9.8 0.150 29.51
13040 4 74 3 81 7.4 0.200 30 8.1 0.150 24.33
13060 4 81 4 68 8.1 0.200 32 6.8 0.150 20.27
13080 3 73 4 79 7.3 0.200 29 7.9 0.150 23.80
13100 5 81 3 70 8.1 0.200 33 7.0 0.150 20.86
13120 5 98 2 53 9.8 0.200 39 5.3 0.150 15.79
13140 4 90 4 65 9.0 0.200 36 6.5 0.150 19.55
13160 3 68 5 91 6.8 0.200 27 9.1 0.150 27.44
13180 4 67 4 86 6.7 0.200 27 8.6 0.150 25.85
13200 3 66 5 89 6.6 0.200 26 8.9 0.150 26.62
13220 2 47 5 104 4.7 0.200 19 10.4 0.150 31.07
13240 1 32 7 122 3.2 0.200 13 12.2 0.150 36.74
13260 1 21 7 144 2.1 0.200 8 14.4 0.150 43.27
13280 0 11 4 113 1.1 0.200 4 11.3 0.150 34.04
13300 0 4 6 101 0.4 0.200 2 10.1 0.150 30.26
13320 0 0 12 182 0.0 0.200 0 18.2 0.150 54.71
13340 0 0 15 272 0.0 0.200 0 27.2 0.150 81.64
13360 0 0 13 280 0.0 0.200 0 28.0 0.150 83.96
13380 0 0 13 261 0.0 0.200 0 26.1 0.150 78.33
13400 0 0 15 279 0.0 0.200 0 27.9 0.150 83.71
13420 0 0 19 337 0.0 0.200 0 33.7 0.150 101.00
13440 0 0 18 363 0.0 0.200 0 36.3 0.150 109.04
13460 0 0 13 301 0.0 0.200 0 30.1 0.150 90.20
13480 0 0 14 265 0.0 0.200 0 26.5 0.150 79.46
13500 0 0 12 255 0.0 0.200 0 25.5 0.150 76.60
13520 0 0 10 214 0.0 0.200 0 21.4 0.150 64.14
13540 0 1 11 205 0.1 0.200 0 20.5 0.150 61.38
13560 1 8 11 219 0.8 0.200 3 21.9 0.150 65.72
13580 2 23 8 192 2.3 0.200 9 19.2 0.150 57.61
13600 3 47 5 125 4.7 0.200 19 12.5 0.150 37.38
13620 4 75 4 84 7.5 0.200 30 8.4 0.150 25.30
13640 6 100 5 85 10.0 0.200 40 8.5 0.150 25.35
13660 6 120 5 97 12.0 0.200 48 9.7 0.150 29.00
13680 7 132 3 83 13.2 0.200 53 8.3 0.150 24.87
13700 8 151 2 48 15.1 0.200 61 4.8 0.150 14.50
13720 10 187 2 37 18.7 0.200 75 3.7 0.150 10.95

Cost Estimates for NH-148B January - 2025 27 of 53

 13740 10 202 1 32 20.2 0.200 81 3.2 0.150 9.64
13760 11 206 0 15 20.6 0.200 82 1.5 0.150 4.48
13780 9 194 1 17 19.4 0.200 78 1.7 0.150 4.95
13800 8 169 2 34 16.9 0.200 68 3.4 0.150 10.34
13820 7 155 2 39 15.5 0.200 62 3.9 0.150 11.62
13840 5 126 4 55 12.6 0.200 50 5.5 0.150 16.49
13860 7 120 2 57 12.0 0.200 48 5.7 0.150 17.23
13880 8 141 1 36 14.1 0.200 56 3.6 0.150 10.66
13900 7 149 1 25 14.9 0.200 60 2.5 0.150 7.51
13920 8 154 0 14 15.4 0.200 61 1.4 0.150 4.17
13940 5 134 1 17 13.4 0.200 54 1.7 0.150 4.98
13960 3 86 2 28 8.6 0.200 34 2.8 0.150 8.48
13980 1 46 3 49 4.6 0.200 18 4.9 0.150 14.55
14000 0 15 6 91 1.5 0.200 6 9.1 0.150 27.28
14020 0 1 5 105 0.1 0.200 1 10.5 0.150 31.61
14040 0 1 6 106 0.1 0.200 0 10.6 0.150 31.79
14060 0 4 5 105 0.4 0.200 2 10.5 0.150 31.37
14080 0 4 10 148 0.4 0.200 2 14.8 0.150 44.28
14100 0 0 16 261 0.0 0.200 0 26.1 0.150 78.34
14120 0 0 16 318 0.0 0.200 0 31.8 0.150 95.26
14140 0 0 17 333 0.0 0.200 0 33.3 0.150 99.85
14160 0 0 22 390 0.0 0.200 0 39.0 0.150 117.03
14180 0 0 20 413 0.0 0.200 0 41.3 0.150 124.01
14200 0 0 18 383 0.0 0.200 0 38.3 0.150 114.93
14220 0 0 14 322 0.0 0.200 0 32.2 0.150 96.60
14240 0 0 12 254 0.0 0.200 0 25.4 0.150 76.16
14260 0 1 11 228 0.1 0.200 0 22.8 0.150 68.51
14280 0 4 12 227 0.4 0.200 1 22.7 0.150 67.99
14300 1 10 10 215 1.0 0.200 4 21.5 0.150 64.37
14320 1 19 8 177 1.9 0.200 8 17.7 0.150 52.99
14340 2 32 8 156 3.2 0.200 13 15.6 0.150 46.75
14360 2 42 5 131 4.2 0.200 17 13.1 0.150 39.21
14380 2 38 5 105 3.8 0.200 15 10.5 0.150 31.63
14400 2 36 5 99 3.6 0.200 15 9.9 0.150 29.61
14420 3 47 4 87 4.7 0.200 19 8.7 0.150 26.17
14440 4 64 4 80 6.4 0.200 26 8.0 0.150 24.10
14460 5 83 4 75 8.3 0.200 33 7.5 0.150 22.50
14480 4 90 4 76 9.0 0.200 36 7.6 0.150 22.79
14500 4 85 4 83 8.5 0.200 34 8.3 0.150 24.87
14520 3 73 4 87 7.3 0.200 29 8.7 0.150 26.23
14540 3 63 2 67 6.3 0.200 25 6.7 0.150 20.06
14560 3 65 1 38 6.5 0.200 26 3.8 0.150 11.39
14580 1 49 5 61 4.9 0.200 19 6.1 0.150 18.24
14600 1 20 6 102 2.0 0.200 8 10.2 0.150 30.45
14620 0 8 6 116 0.8 0.200 3 11.6 0.150 34.88
14640 0 3 8 141 0.3 0.200 1 14.1 0.150 42.37
14660 0 0 10 179 0.0 0.200 0 17.9 0.150 53.57
14680 0 0 8 176 0.0 0.200 0 17.6 0.150 52.78
14700 0 0 7 146 0.0 0.200 0 14.6 0.150 43.77
14720 0 0 11 175 0.0 0.200 0 17.5 0.150 52.46
14740 0 0 9 200 0.0 0.200 0 20.0 0.150 59.86
14760 0 0 10 191 0.0 0.200 0 19.1 0.150 57.41
14780 0 0 11 205 0.0 0.200 0 20.5 0.150 61.62
14800 0 0 9 202 0.0 0.200 0 20.2 0.150 60.46
14820 0 0 9 187 0.0 0.200 0 18.7 0.150 55.97
14840 0 0 10 196 0.0 0.200 0 19.6 0.150 58.92
14860 0 1 8 187 0.1 0.200 0 18.7 0.150 56.13
14880 1 8 7 149 0.8 0.200 3 14.9 0.150 44.57
14900 2 25 4 107 2.5 0.200 10 10.7 0.150 32.04
14920 3 43 3 75 4.3 0.200 17 7.5 0.150 22.52
14940 2 47 4 77 4.7 0.200 19 7.7 0.150 23.17
14960 2 45 3 71 4.5 0.200 18 7.1 0.150 21.42
14980 3 56 3 64 5.6 0.200 22 6.4 0.150 19.06
15000 3 63 3 65 6.3 0.200 25 6.5 0.150 19.51
15020 3 59 3 62 5.9 0.200 24 6.2 0.150 18.71
15040 2 49 4 73 4.9 0.200 20 7.3 0.150 21.93
15060 2 40 5 89 4.0 0.200 16 8.9 0.150 26.66
15080 1 31 6 109 3.1 0.200 12 10.9 0.150 32.76
15100 1 23 4 105 2.3 0.200 9 10.5 0.150 31.54
15120 0 13 5 98 1.3 0.200 5 9.8 0.150 29.48
15140 0 2 7 119 0.2 0.200 1 11.9 0.150 35.80
15160 0 0 8 143 0.0 0.200 0 14.3 0.150 43.02
15180 0 0 11 188 0.0 0.200 0 18.8 0.150 56.34
15200 0 0 9 203 0.0 0.200 0 20.3 0.150 61.05
15220 0 0 11 201 0.0 0.200 0 20.1 0.150 60.24
15240 0 0 10 210 0.0 0.200 0 21.0 0.150 62.87
15260 0 0 10 207 0.0 0.200 0 20.7 0.150 62.24
15280 0 3 6 167 0.3 0.200 1 16.7 0.150 50.02
15300 0 3 4 98 0.3 0.200 1 9.8 0.150 29.42
15320 1 9 2 57 0.9 0.200 4 5.7 0.150 16.95
15340 1 19 3 48 1.9 0.200 8 4.8 0.150 14.46
15360 1 23 4 65 2.3 0.200 9 6.5 0.150 19.55
15380 2 32 5 85 3.2 0.200 13 8.5 0.150 25.41
15400 3 49 5 95 4.9 0.200 20 9.5 0.150 28.37
15420 3 59 4 91 5.9 0.200 24 9.1 0.150 27.23
15440 3 60 4 87 6.0 0.200 24 8.7 0.150 26.08
15460 4 71 3 71 7.1 0.200 28 7.1 0.150 21.42

Cost Estimates for NH-148B January - 2025 28 of 53

 15480 5 87 3 61 8.7 0.200 35 6.1 0.150 18.30
15500 5 98 4 73 9.8 0.200 39 7.3 0.150 21.84
15520 5 96 5 88 9.6 0.200 38 8.8 0.150 26.48
15540 5 93 4 84 9.3 0.200 37 8.4 0.150 25.14
15560 5 99 3 66 9.9 0.200 40 6.6 0.150 19.69
15580 4 94 4 68 9.4 0.200 38 6.8 0.150 20.42
15600 3 73 7 103 7.3 0.200 29 10.3 0.150 30.94
15620 3 55 8 144 5.5 0.200 22 14.4 0.150 43.29
15640 4 63 4 123 6.3 0.200 25 12.3 0.150 36.78
15660 2 56 7 110 5.6 0.200 22 11.0 0.150 33.00
15680 1 32 7 135 3.2 0.200 13 13.5 0.150 40.50
15700 1 20 6 129 2.0 0.200 8 12.9 0.150 38.55
15720 1 13 7 131 1.3 0.200 5 13.1 0.150 39.23
15740 1 14 6 136 1.4 0.200 5 13.6 0.150 40.71
15760 1 12 7 131 1.2 0.200 5 13.1 0.150 39.29
15780 0 9 5 115 0.9 0.200 4 11.5 0.150 34.44
15800 0 3 5 103 0.3 0.200 1 10.3 0.150 30.94
15820 0 1 8 130 0.1 0.200 0 13.0 0.150 39.04
15840 0 0 8 151 0.0 0.200 0 15.1 0.150 45.35
15860 0 0 11 187 0.0 0.200 0 18.7 0.150 56.23
15880 0 0 12 236 0.0 0.200 0 23.6 0.150 70.86
15900 0 0 13 251 0.0 0.200 0 25.1 0.150 75.32
15920 0 0 15 278 0.0 0.200 0 27.8 0.150 83.40
15940 0 0 14 291 0.0 0.200 0 29.1 0.150 87.19
15960 0 0 12 260 0.0 0.200 0 26.0 0.150 78.08
15980 0 0 13 249 0.0 0.200 0 24.9 0.150 74.82
16000 0 0 15 274 0.0 0.200 0 27.4 0.150 82.23
16020 0 0 14 281 0.0 0.200 0 28.1 0.150 84.31
16040 0 0 14 276 0.0 0.200 0 27.6 0.150 82.69
16060 0 0 15 295 0.0 0.200 0 29.5 0.150 88.56
16080 0 0 15 307 0.0 0.200 0 30.7 0.150 92.15
16100 0 0 16 313 0.0 0.200 0 31.3 0.150 94.00
16120 0 0 15 307 0.0 0.200 0 30.7 0.150 92.18
16140 0 0 16 302 0.0 0.200 0 30.2 0.150 90.47
16160 0 0 14 299 0.0 0.200 0 29.9 0.150 89.80
16180 0 0 13 275 0.0 0.200 0 27.5 0.150 82.53
16200 0 0 14 269 0.0 0.200 0 26.9 0.150 80.64
16220 0 0 12 260 0.0 0.200 0 26.0 0.150 78.13
16240 0 0 13 250 0.0 0.200 0 25.0 0.150 74.87
16260 0 0 13 253 0.0 0.200 0 25.3 0.150 76.02
16280 0 0 8 207 0.0 0.200 0 20.7 0.150 62.12
16300 0 0 10 180 0.0 0.200 0 18.0 0.150 53.88
16320 0 3 6 157 0.3 0.200 1 15.7 0.150 47.05
16340 1 14 4 100 1.4 0.200 6 10.0 0.150 30.07
16360 2 29 4 83 2.9 0.200 12 8.3 0.150 24.82
16380 2 40 6 96 4.0 0.200 16 9.6 0.150 28.68
16400 3 47 4 98 4.7 0.200 19 9.8 0.150 29.45
16420 3 54 3 72 5.4 0.200 22 7.2 0.150 21.71
16440 3 61 2 51 6.1 0.200 24 5.1 0.150 15.30
16460 3 67 2 43 6.7 0.200 27 4.3 0.150 12.96
16480 4 72 2 45 7.2 0.200 29 4.5 0.150 13.63
16500 3 68 3 51 6.8 0.200 27 5.1 0.150 15.20
16520 2 54 5 78 5.4 0.200 22 7.8 0.150 23.29
16540 2 41 7 125 4.1 0.200 16 12.5 0.150 37.38
16560 1 29 8 149 2.9 0.200 12 14.9 0.150 44.79
16580 0 13 12 200 1.3 0.200 5 20.0 0.150 59.99
16600 0 2 12 247 0.2 0.200 1 24.7 0.150 74.11
16620 0 0 17 295 0.0 0.200 0 29.5 0.150 88.44
16640 0 0 21 387 0.0 0.200 0 38.7 0.150 116.05
16660 0 0 23 440 0.0 0.200 0 44.0 0.150 131.86
16680 0 0 22 449 0.0 0.200 0 44.9 0.150 134.62
16700 0 0 26 483 0.0 0.200 0 48.3 0.150 144.97
16720 0 0 32 578 0.0 0.200 0 57.8 0.150 173.43
16740 0 1 39 708 0.1 0.200 0 70.8 0.150 212.44
16760 0 1 34 725 0.1 0.200 0 72.5 0.150 217.64
16780 0 0 13 469 0.0 0.200 0 46.9 0.150 140.61
16800 0 0 6 189 0.0 0.200 0 18.9 0.150 56.79
16820 0 0 17 225 0.0 0.200 0 22.5 0.150 67.52
16840 0 0 6 231 0.0 0.200 0 23.1 0.150 69.19
16860 0 1 25 314 0.1 0.200 0 31.4 0.150 94.35
16880 0 1 33 583 0.1 0.200 1 58.3 0.150 174.99
16900 0 0 36 697 0.0 0.200 0 69.7 0.150 209.06
16920 0 0 39 754 0.0 0.200 0 75.4 0.150 226.34
16940 0 0 34 733 0.0 0.200 0 73.3 0.150 219.87
16960 0 0 19 536 0.0 0.200 0 53.6 0.150 160.76
16980 0 0 18 372 0.0 0.200 0 37.2 0.150 111.66
17000 0 0 14 326 0.0 0.200 0 32.6 0.150 97.66
17020 0 0 12 262 0.0 0.200 0 26.2 0.150 78.65
17040 0 5 11 226 0.5 0.200 2 22.6 0.150 67.91
17060 0 6 8 185 0.6 0.200 3 18.5 0.150 55.59
17080 1 10 9 162 1.0 0.200 4 16.2 0.150 48.46
17100 2 27 4 127 2.7 0.200 11 12.7 0.150 38.24
17120 2 40 5 94 4.0 0.200 16 9.4 0.150 28.13
17140 2 46 4 93 4.6 0.200 19 9.3 0.150 28.01
17160 2 43 3 77 4.3 0.200 17 7.7 0.150 23.06
17180 1 33 4 79 3.3 0.200 13 7.9 0.150 23.55
17200 1 28 3 75 2.8 0.200 11 7.5 0.150 22.56

Cost Estimates for NH-148B January - 2025 29 of 53

 17220 1 25 5 82 2.5 0.200 10 8.2 0.150 24.74
17240 1 18 5 100 1.8 0.200 7 10.0 0.150 29.87
17260 1 12 6 112 1.2 0.200 5 11.2 0.150 33.74
17280 0 7 7 131 0.7 0.200 3 13.1 0.150 39.32
17300 0 1 9 158 0.1 0.200 0 15.8 0.150 47.34
17320 0 0 9 183 0.0 0.200 0 18.3 0.150 55.04
17340 0 0 7 161 0.0 0.200 0 16.1 0.150 48.30
17360 0 0 13 194 0.0 0.200 0 19.4 0.150 58.13
17380 0 0 11 231 0.0 0.200 0 23.1 0.150 69.43
17400 0 0 10 201 0.0 0.200 0 20.1 0.150 60.38
17420 0 0 10 191 0.0 0.200 0 19.1 0.150 57.17
17440 0 0 9 187 0.0 0.200 0 18.7 0.150 56.00
17460 0 2 5 146 0.2 0.200 1 14.6 0.150 43.74
17480 0 2 7 122 0.2 0.200 1 12.2 0.150 36.57
17500 0 1 7 134 0.1 0.200 0 13.4 0.150 40.15
17520 0 2 6 123 0.2 0.200 1 12.3 0.150 36.99
17540 1 11 5 107 1.1 0.200 5 10.7 0.150 32.23
17560 1 23 4 93 2.3 0.200 9 9.3 0.150 27.90
17580 2 30 2 67 3.0 0.200 12 6.7 0.150 20.00
17600 3 47 2 49 4.7 0.200 19 4.9 0.150 14.56
17620 2 54 3 54 5.4 0.200 22 5.4 0.150 16.07
17640 3 58 3 61 5.8 0.200 23 6.1 0.150 18.38
17660 3 68 2 56 6.8 0.200 27 5.6 0.150 16.72
17680 4 79 2 44 7.9 0.200 32 4.4 0.150 13.30
17700 4 88 2 38 8.8 0.200 35 3.8 0.150 11.52
17720 5 89 2 36 8.9 0.200 36 3.6 0.150 10.86
17740 4 83 3 46 8.3 0.200 33 4.6 0.150 13.74
17760 4 73 2 48 7.3 0.200 29 4.8 0.150 14.27
17780 3 69 3 50 6.9 0.200 28 5.0 0.150 15.09
17800 2 52 4 70 5.2 0.200 21 7.0 0.150 20.97
17820 1 32 4 76 3.2 0.200 13 7.6 0.150 22.87
17840 1 25 5 87 2.5 0.200 10 8.7 0.150 26.09
17860 0 17 5 106 1.7 0.200 7 10.6 0.150 31.65
17880 0 5 5 107 0.5 0.200 2 10.7 0.150 31.95
17900 0 0 6 117 0.0 0.200 0 11.7 0.150 35.00
17920 0 0 8 146 0.0 0.200 0 14.6 0.150 43.83
17940 0 0 6 142 0.0 0.200 0 14.2 0.150 42.47
17960 0 1 5 112 0.1 0.200 0 11.2 0.150 33.58
17980 0 0 5 104 0.0 0.200 0 10.4 0.150 31.21
18000 0 0 8 129 0.0 0.200 0 12.9 0.150 38.78
18020 0 0 12 198 0.0 0.200 0 19.8 0.150 59.37
18040 0 0 13 246 0.0 0.200 0 24.6 0.150 73.91
18060 0 0 11 233 0.0 0.200 0 23.3 0.150 69.80
18080 0 0 12 231 0.0 0.200 0 23.1 0.150 69.30
18100 0 0 13 254 0.0 0.200 0 25.4 0.150 76.16
18120 0 0 12 254 0.0 0.200 0 25.4 0.150 76.21
18140 0 0 12 242 0.0 0.200 0 24.2 0.150 72.47
18160 0 0 11 226 0.0 0.200 0 22.6 0.150 67.82
18180 0 0 9 198 0.0 0.200 0 19.8 0.150 59.49
18200 0 1 6 147 0.1 0.200 0 14.7 0.150 44.10
18220 1 6 6 115 0.6 0.200 2 11.5 0.150 34.50
18240 1 17 5 113 1.7 0.200 7 11.3 0.150 33.80
18260 2 27 6 118 2.7 0.200 11 11.8 0.150 35.34
18280 2 31 6 124 3.1 0.200 12 12.4 0.150 37.32
18300 2 38 3 95 3.8 0.200 15 9.5 0.150 28.43
18320 3 52 2 51 5.2 0.200 21 5.1 0.150 15.45
18340 3 55 4 56 5.5 0.200 22 5.6 0.150 16.79
18360 3 53 5 86 5.3 0.200 21 8.6 0.150 25.67
18380 2 50 7 117 5.0 0.200 20 11.7 0.150 35.19
18400 2 41 7 138 4.1 0.200 16 13.8 0.150 41.48
18420 1 32 6 125 3.2 0.200 13 12.5 0.150 37.40
18440 1 24 6 117 2.4 0.200 10 11.7 0.150 35.04
18460 1 22 10 156 2.2 0.200 9 15.6 0.150 46.94
18480 1 18 13 221 1.8 0.200 7 22.1 0.150 66.27
18500 0 6 13 257 0.6 0.200 2 25.7 0.150 77.02
18520 0 0 14 274 0.0 0.200 0 27.4 0.150 82.30
18540 0 0 14 282 0.0 0.200 0 28.2 0.150 84.66
18560 0 0 18 317 0.0 0.200 0 31.7 0.150 95.18
18580 0 0 18 363 0.0 0.200 0 36.3 0.150 108.76
18600 0 0 16 350 0.0 0.200 0 35.0 0.150 104.87
18620 0 0 16 323 0.0 0.200 0 32.3 0.150 96.94
18640 0 0 15 306 0.0 0.200 0 30.6 0.150 91.76
18660 0 0 15 293 0.0 0.200 0 29.3 0.150 87.94
18680 0 1 10 247 0.1 0.200 1 24.7 0.150 74.07
18700 1 15 9 187 1.5 0.200 6 18.7 0.150 56.12
18720 3 43 7 151 4.3 0.200 17 15.1 0.150 45.27
18740 2 54 6 129 5.4 0.200 22 12.9 0.150 38.75
18760 3 54 8 140 5.4 0.200 22 14.0 0.150 42.02
18780 4 65 6 140 6.5 0.200 26 14.0 0.150 41.86
18800 5 86 4 99 8.6 0.200 35 9.9 0.150 29.72
18820 5 103 6 92 10.3 0.200 41 9.2 0.150 27.63
18840 6 107 4 101 10.7 0.200 43 10.1 0.150 30.39
18860 5 105 4 81 10.5 0.200 42 8.1 0.150 24.43
18880 4 93 4 78 9.3 0.200 37 7.8 0.150 23.53
18900 4 80 6 98 8.0 0.200 32 9.8 0.150 29.31
18920 4 71 7 125 7.1 0.200 28 12.5 0.150 37.48
18940 3 63 9 156 6.3 0.200 25 15.6 0.150 46.89

Cost Estimates for NH-148B January - 2025 30 of 53

 18960 3 59 10 190 5.9 0.200 24 19.0 0.150 57.11
18980 2 47 13 235 4.7 0.200 19 23.5 0.150 70.41
19000 1 30 14 275 3.0 0.200 12 27.5 0.150 82.46
19020 1 22 14 284 2.2 0.200 9 28.4 0.150 85.30
19040 0 9 18 321 0.9 0.200 4 32.1 0.150 96.44
19060 0 2 21 388 0.2 0.200 1 38.8 0.150 116.47
19080 0 1 22 432 0.1 0.200 0 43.2 0.150 129.62
19100 0 0 27 491 0.0 0.200 0 49.1 0.150 147.17
19120 0 0 23 494 0.0 0.200 0 49.4 0.150 148.29
19140 0 0 23 459 0.0 0.200 0 45.9 0.150 137.74
19160 0 0 22 446 0.0 0.200 0 44.6 0.150 133.94
19180 0 1 15 361 0.1 0.200 0 36.1 0.150 108.28
19200 1 6 16 309 0.6 0.200 2 30.9 0.150 92.61
19220 3 39 8 243 3.9 0.200 16 24.3 0.150 73.01
19240 3 64 11 194 6.4 0.200 26 19.4 0.150 58.16
19260 4 72 7 184 7.2 0.200 29 18.4 0.150 55.29
19280 4 84 5 118 8.4 0.200 34 11.8 0.150 35.26
19300 2 61 8 125 6.1 0.200 25 12.5 0.150 37.48
19320 1 28 7 146 2.8 0.200 11 14.6 0.150 43.71
19340 0 11 5 117 1.1 0.200 4 11.7 0.150 34.96
19360 0 1 8 129 0.1 0.200 1 12.9 0.150 38.77
19380 0 0 5 132 0.0 0.200 0 13.2 0.150 39.53
19400 0 0 4 90 0.0 0.200 0 9.0 0.150 26.89
19420 1 5 3 72 0.5 0.200 2 7.2 0.150 21.49
19440 1 18 2 50 1.8 0.200 7 5.0 0.150 15.10
19460 3 39 1 28 3.9 0.200 16 2.8 0.150 8.36
19480 3 59 1 26 5.9 0.200 24 2.6 0.150 7.67
19500 3 67 1 26 6.7 0.200 27 2.6 0.150 7.80
19520 4 69 1 20 6.9 0.200 28 2.0 0.150 6.08
19540 2 55 1 21 5.5 0.200 22 2.1 0.150 6.38
19560 2 42 1 22 4.2 0.200 17 2.2 0.150 6.72
19580 2 44 1 22 4.4 0.200 18 2.2 0.150 6.63
19600 0 25 2 36 2.5 0.200 10 3.6 0.150 10.84
19620 0 3 4 66 0.3 0.200 1 6.6 0.150 19.85
19640 0 0 6 104 0.0 0.200 0 10.4 0.150 31.29
19660 0 0 15 216 0.0 0.200 0 21.6 0.150 64.71
19680 0 0 9 246 0.0 0.200 0 24.6 0.150 73.67
19700 0 0 8 171 0.0 0.200 0 17.1 0.150 51.33
19720 0 0 12 194 0.0 0.200 0 19.4 0.150 58.27
19740 0 0 11 221 0.0 0.200 0 22.1 0.150 66.31
19760 0 1 8 189 0.1 0.200 0 18.9 0.150 56.70
19780 0 1 12 206 0.1 0.200 0 20.6 0.150 61.93
19800 0 0 8 205 0.0 0.200 0 20.5 0.150 61.35
19820 1 15 6 145 1.5 0.200 6 14.5 0.150 43.36
19840 0 14 7 138 1.4 0.200 6 13.8 0.150 41.27
19860 1 9 3 105 0.9 0.200 4 10.5 0.150 31.47
19880 5 61 1 39 6.1 0.200 24 3.9 0.150 11.66
19900 5 104 0 11 10.4 0.200 42 1.1 0.150 3.34
19920 5 99 0 4 9.9 0.200 39 0.4 0.150 1.31
19940 11 159 0 1 15.9 0.200 64 0.1 0.150 0.42
19960 8 195 0 0 19.5 0.200 78 0.0 0.150 0.01
19980 11 196 0 0 19.6 0.200 78 0.0 0.150 0.01
20000 16 269 0 0 26.9 0.200 108 0.0 0.150 0.01
20020 15 306 0 0 30.6 0.200 123 0.0 0.150 0.01
20040 13 284 0 0 28.4 0.200 113 0.0 0.150 0.02
20060 6 194 0 0 19.4 0.200 78 0.0 0.150 0.02
20080 8 139 0 0 13.9 0.200 56 0.0 0.150 0.02
20100 3 104 0 0 10.4 0.200 42 0.0 0.150 0.03
20120 4 63 0 0 6.3 0.200 25 0.0 0.150 0.05
20140 0 41 2 23 4.1 0.200 17 2.3 0.150 7.02
20160 0 4 3 53 0.4 0.200 2 5.3 0.150 16.02
20180 0 0 5 76 0.0 0.200 0 7.6 0.150 22.74
20200 0 0 6 109 0.0 0.200 0 10.9 0.150 32.67
20220 0 1 8 138 0.1 0.200 0 13.8 0.150 41.51
20240 0 1 11 181 0.1 0.200 0 18.1 0.150 54.20
20260 0 0 11 219 0.0 0.200 0 21.9 0.150 65.70
20280 0 0 11 219 0.0 0.200 0 21.9 0.150 65.72
20300 0 0 10 201 0.0 0.200 0 20.1 0.150 60.25
20320 0 0 9 189 0.0 0.200 0 18.9 0.150 56.56
20340 0 0 10 190 0.0 0.200 0 19.0 0.150 56.86
20360 0 0 10 192 0.0 0.200 0 19.2 0.150 57.72
20380 0 0 10 194 0.0 0.200 0 19.4 0.150 58.17
20400 0 0 10 201 0.0 0.200 0 20.1 0.150 60.39
20420 0 0 11 215 0.0 0.200 0 21.5 0.150 64.52
20440 0 0 8 192 0.0 0.200 0 19.2 0.150 57.61
20460 0 0 9 173 0.0 0.200 0 17.3 0.150 51.89
20480 0 0 9 185 0.0 0.200 0 18.5 0.150 55.53
20500 0 0 8 175 0.0 0.200 0 17.5 0.150 52.39
20520 0 0 8 167 0.0 0.200 0 16.7 0.150 50.08
20540 0 0 8 162 0.0 0.200 0 16.2 0.150 48.53
20560 0 0 7 143 0.0 0.200 0 14.3 0.150 42.84
20580 0 0 5 120 0.0 0.200 0 12.0 0.150 35.92
20600 0 0 4 96 0.0 0.200 0 9.6 0.150 28.91
20620 0 0 3 77 0.0 0.200 0 7.7 0.150 23.19
20640 0 1 3 60 0.1 0.200 0 6.0 0.150 17.96
20660 0 4 2 45 0.4 0.200 2 4.5 0.150 13.62
20680 1 15 2 41 1.5 0.200 6 4.1 0.150 12.41

Cost Estimates for NH-148B January - 2025 31 of 53

 20700 2 31 2 36 3.1 0.200 12 3.6 0.150 10.95
20720 2 41 1 29 4.1 0.200 16 2.9 0.150 8.74
20740 3 48 1 27 4.8 0.200 19 2.7 0.150 8.09
20760 2 49 1 27 4.9 0.200 20 2.7 0.150 8.18
20780 2 42 1 29 4.2 0.200 17 2.9 0.150 8.67
20800 2 42 2 33 4.2 0.200 17 3.3 0.150 9.83
20820 1 36 2 36 3.6 0.200 14 3.6 0.150 10.69
20840 1 27 2 37 2.7 0.200 11 3.7 0.150 11.14
20860 1 24 2 41 2.4 0.200 10 4.1 0.150 12.41
20880 0 14 2 45 1.4 0.200 6 4.5 0.150 13.41
20900 0 3 2 46 0.3 0.200 1 4.6 0.150 13.93
20920 0 1 5 71 0.1 0.200 0 7.1 0.150 21.17
20940 0 0 6 105 0.0 0.200 0 10.5 0.150 31.61
20960 0 0 6 119 0.0 0.200 0 11.9 0.150 35.75
20980 0 0 7 128 0.0 0.200 0 12.8 0.150 38.29
21000 0 0 8 143 0.0 0.200 0 14.3 0.150 42.83
21020 0 0 8 151 0.0 0.200 0 15.1 0.150 45.44
21040 0 0 8 151 0.0 0.200 0 15.1 0.150 45.45
21060 0 0 9 167 0.0 0.200 0 16.7 0.150 50.09
21080 0 0 9 180 0.0 0.200 0 18.0 0.150 53.93
21100 0 0 8 170 0.0 0.200 0 17.0 0.150 51.11
21120 0 0 8 161 0.0 0.200 0 16.1 0.150 48.41
21140 0 0 7 151 0.0 0.200 0 15.1 0.150 45.38
21160 0 0 7 139 0.0 0.200 0 13.9 0.150 41.62
21180 0 0 5 120 0.0 0.200 0 12.0 0.150 35.88
21200 0 0 4 91 0.0 0.200 0 9.1 0.150 27.41
21220 0 1 3 65 0.1 0.200 0 6.5 0.150 19.53
21240 1 13 2 49 1.3 0.200 5 4.9 0.150 14.57
21260 3 38 2 39 3.8 0.200 15 3.9 0.150 11.67
21280 4 63 1 29 6.3 0.200 25 2.9 0.150 8.61
21300 4 79 1 23 7.9 0.200 31 2.3 0.150 6.99
21320 4 82 1 19 8.2 0.200 33 1.9 0.150 5.72
21340 4 82 1 15 8.2 0.200 33 1.5 0.150 4.40
21360 5 88 1 14 8.8 0.200 35 1.4 0.150 4.07
21380 4 90 1 14 9.0 0.200 36 1.4 0.150 4.17
21400 4 82 1 16 8.2 0.200 33 1.6 0.150 4.69
21420 3 66 1 20 6.6 0.200 27 2.0 0.150 5.94
21440 2 44 2 28 4.4 0.200 17 2.8 0.150 8.45
21460 1 21 2 35 2.1 0.200 8 3.5 0.150 10.49
21480 0 7 3 48 0.7 0.200 3 4.8 0.150 14.49
21500 0 1 4 72 0.1 0.200 0 7.2 0.150 21.62
21520 0 0 6 97 0.0 0.200 0 9.7 0.150 29.17
21540 0 0 7 126 0.0 0.200 0 12.6 0.150 37.81
21560 0 0 8 154 0.0 0.200 0 15.4 0.150 46.26
21580 0 0 10 187 0.0 0.200 0 18.7 0.150 56.15
21600 0 0 12 222 0.0 0.200 0 22.2 0.150 66.47
21620 0 0 12 241 0.0 0.200 0 24.1 0.150 72.22
21640 0 4 10 223 0.4 0.200 1 22.3 0.150 66.86
21660 0 3 13 228 0.3 0.200 1 22.8 0.150 68.48
21680 0 0 14 269 0.0 0.200 0 26.9 0.150 80.63
21700 0 0 15 285 0.0 0.200 0 28.5 0.150 85.64
21720 0 0 15 294 0.0 0.200 0 29.4 0.150 88.28
21740 0 0 15 296 0.0 0.200 0 29.6 0.150 88.89
21760 0 0 13 279 0.0 0.200 0 27.9 0.150 83.82
21780 0 0 13 261 0.0 0.200 0 26.1 0.150 78.29
21800 0 0 12 250 0.0 0.200 0 25.0 0.150 75.14
21820 0 0 11 236 0.0 0.200 0 23.6 0.150 70.67
21840 0 0 10 210 0.0 0.200 0 21.0 0.150 62.91
21860 0 0 10 193 0.0 0.200 0 19.3 0.150 57.97
21880 0 0 8 177 0.0 0.200 0 17.7 0.150 52.99
21900 0 0 6 138 0.0 0.200 0 13.8 0.150 41.27
21920 0 0 6 114 0.0 0.200 0 11.4 0.150 34.13
21940 0 0 5 104 0.0 0.200 0 10.4 0.150 31.32
21960 0 0 4 89 0.0 0.200 0 8.9 0.150 26.78
21980 0 0 3 73 0.0 0.200 0 7.3 0.150 21.78
22000 1 8 2 53 0.8 0.200 3 5.3 0.150 15.92
22020 2 30 1 33 3.0 0.200 12 3.3 0.150 9.97
22040 2 46 1 24 4.6 0.200 19 2.4 0.150 7.23
22060 3 50 1 21 5.0 0.200 20 2.1 0.150 6.20
22080 1 40 1 22 4.0 0.200 16 2.2 0.150 6.56
22100 1 22 2 33 2.2 0.200 9 3.3 0.150 9.80
22120 1 15 2 40 1.5 0.200 6 4.0 0.150 11.97
22140 1 14 2 37 1.4 0.200 6 3.7 0.150 11.11
22160 1 16 2 33 1.6 0.200 6 3.3 0.150 9.91
22180 1 18 2 31 1.8 0.200 7 3.1 0.150 9.39
22200 1 15 2 30 1.5 0.200 6 3.0 0.150 9.08
22220 0 9 2 32 0.9 0.200 4 3.2 0.150 9.59
22240 0 3 3 42 0.3 0.200 1 4.2 0.150 12.72
22260 0 0 4 64 0.0 0.200 0 6.4 0.150 19.28
22280 0 0 5 84 0.0 0.200 0 8.4 0.150 25.11
22300 0 0 4 88 0.0 0.200 0 8.8 0.150 26.51
22320 0 0 5 90 0.0 0.200 0 9.0 0.150 26.91
22340 0 0 7 114 0.0 0.200 0 11.4 0.150 34.30
22360 0 0 7 143 0.0 0.200 0 14.3 0.150 42.78
22380 0 0 9 164 0.0 0.200 0 16.4 0.150 49.10
22400 0 0 10 190 0.0 0.200 0 19.0 0.150 56.93
22420 0 0 12 222 0.0 0.200 0 22.2 0.150 66.74

Cost Estimates for NH-148B January - 2025 32 of 53

 22440 0 0 12 241 0.0 0.200 0 24.1 0.150 72.24
22460 0 0 14 262 0.0 0.200 0 26.2 0.150 78.74
22480 0 0 16 304 0.0 0.200 0 30.4 0.150 91.22
22500 0 0 15 313 0.0 0.200 0 31.3 0.150 94.01
22520 0 0 16 314 0.0 0.200 0 31.4 0.150 94.24
22540 0 0 16 326 0.0 0.200 0 32.6 0.150 97.76
22560 0 0 17 331 0.0 0.200 0 33.1 0.150 99.32
22580 0 0 16 326 0.0 0.200 0 32.6 0.150 97.70
22600 0 0 15 312 0.0 0.200 0 31.2 0.150 93.64
22620 0 0 15 304 0.0 0.200 0 30.4 0.150 91.09
22640 0 0 13 276 0.0 0.200 0 27.6 0.150 82.89
22660 0 0 11 232 0.0 0.200 0 23.2 0.150 69.47
22680 0 0 9 195 0.0 0.200 0 19.5 0.150 58.55
22700 0 0 9 179 0.0 0.200 0 17.9 0.150 53.66
22720 0 0 8 169 0.0 0.200 0 16.9 0.150 50.66
22740 0 0 7 152 0.0 0.200 0 15.2 0.150 45.52
22760 0 0 6 135 0.0 0.200 0 13.5 0.150 40.56
22780 0 1 4 102 0.1 0.200 0 10.2 0.150 30.47
22800 0 1 3 70 0.1 0.200 0 7.0 0.150 20.93
22820 0 0 3 59 0.0 0.200 0 5.9 0.150 17.72
22840 0 2 2 51 0.2 0.200 1 5.1 0.150 15.32
22860 1 7 3 55 0.7 0.200 3 5.5 0.150 16.42
22880 1 13 2 55 1.3 0.200 5 5.5 0.150 16.51
22900 1 18 2 48 1.8 0.200 7 4.8 0.150 14.52
22920 2 28 2 41 2.8 0.200 11 4.1 0.150 12.27
22940 3 45 1 29 4.5 0.200 18 2.9 0.150 8.71
22960 3 57 1 25 5.7 0.200 23 2.5 0.150 7.36
22980 3 65 1 23 6.5 0.200 26 2.3 0.150 6.83
23000 4 72 1 21 7.2 0.200 29 2.1 0.150 6.21
23020 4 76 1 18 7.6 0.200 30 1.8 0.150 5.33
23040 4 75 1 20 7.5 0.200 30 2.0 0.150 5.98
23060 3 71 1 21 7.1 0.200 28 2.1 0.150 6.16
23080 2 58 1 23 5.8 0.200 23 2.3 0.150 7.05
23100 2 44 2 30 4.4 0.200 18 3.0 0.150 8.99
23120 1 32 2 34 3.2 0.200 13 3.4 0.150 10.32
23140 0 13 2 43 1.3 0.200 5 4.3 0.150 12.80
23160 0 2 4 61 0.2 0.200 1 6.1 0.150 18.34
23180 0 0 4 82 0.0 0.200 0 8.2 0.150 24.49
23200 0 0 7 113 0.0 0.200 0 11.3 0.150 33.82
23220 0 0 9 155 0.0 0.200 0 15.5 0.150 46.57
23240 0 0 10 189 0.0 0.200 0 18.9 0.150 56.70
23260 0 0 12 219 0.0 0.200 0 21.9 0.150 65.85
23280 0 0 12 237 0.0 0.200 0 23.7 0.150 71.06
23300 0 0 14 265 0.0 0.200 0 26.5 0.150 79.37
23320 0 0 16 304 0.0 0.200 0 30.4 0.150 91.29
23340 0 0 16 319 0.0 0.200 0 31.9 0.150 95.60
23360 0 0 16 315 0.0 0.200 0 31.5 0.150 94.43
23380 0 1 13 281 0.1 0.200 0 28.1 0.150 84.29
23400 0 1 13 251 0.1 0.200 0 25.1 0.150 75.31
23420 0 0 10 225 0.0 0.200 0 22.5 0.150 67.40
23440 0 0 9 188 0.0 0.200 0 18.8 0.150 56.35
23460 0 0 7 159 0.0 0.200 0 15.9 0.150 47.77
23480 0 0 7 143 0.0 0.200 0 14.3 0.150 42.85
23500 0 0 6 135 0.0 0.200 0 13.5 0.150 40.37
23520 0 1 5 113 0.1 0.200 0 11.3 0.150 34.00
23540 0 1 4 91 0.1 0.200 0 9.1 0.150 27.40
23560 0 1 3 73 0.1 0.200 1 7.3 0.150 21.78
23580 0 2 3 63 0.2 0.200 1 6.3 0.150 19.02
23600 0 5 2 53 0.5 0.200 2 5.3 0.150 15.93
23620 0 5 2 45 0.5 0.200 2 4.5 0.150 13.43
23640 0 2 2 44 0.2 0.200 1 4.4 0.150 13.23
23660 0 2 3 48 0.2 0.200 1 4.8 0.150 14.25
23680 0 2 2 48 0.2 0.200 1 4.8 0.150 14.46
23700 1 8 2 43 0.8 0.200 3 4.3 0.150 13.00
23720 1 12 2 44 1.2 0.200 5 4.4 0.150 13.11
23740 1 12 3 48 1.2 0.200 5 4.8 0.150 14.47
23760 1 17 2 42 1.7 0.200 7 4.2 0.150 12.62
23780 1 21 2 34 2.1 0.200 8 3.4 0.150 10.27
23800 1 20 2 35 2.0 0.200 8 3.5 0.150 10.56
23820 0 15 2 40 1.5 0.200 6 4.0 0.150 12.07
23840 0 7 3 51 0.7 0.200 3 5.1 0.150 15.34
23860 0 3 3 62 0.3 0.200 1 6.2 0.150 18.45
23880 0 0 4 77 0.0 0.200 0 7.7 0.150 23.18
23900 0 0 6 103 0.0 0.200 0 10.3 0.150 30.87
23920 0 0 6 123 0.0 0.200 0 12.3 0.150 36.81
23940 0 0 5 119 0.0 0.200 0 11.9 0.150 35.55
23960 0 0 5 106 0.0 0.200 0 10.6 0.150 31.82
23980 0 0 5 104 0.0 0.200 0 10.4 0.150 31.19
24000 0 0 5 99 0.0 0.200 0 9.9 0.150 29.56
24020 0 2 3 75 0.2 0.200 1 7.5 0.150 22.39
24040 1 12 2 50 1.2 0.200 5 5.0 0.150 15.03
24060 3 44 1 29 4.4 0.200 18 2.9 0.150 8.78
24080 5 82 0 13 8.2 0.200 33 1.3 0.150 3.84
24100 6 109 0 8 10.9 0.200 44 0.8 0.150 2.30
24120 7 135 0 5 13.5 0.200 54 0.5 0.150 1.39
24140 8 155 0 4 15.5 0.200 62 0.4 0.150 1.06
24160 9 170 0 3 17.0 0.200 68 0.3 0.150 0.91

Cost Estimates for NH-148B January - 2025 33 of 53

 24180 10 190 0 2 19.0 0.200 76 0.2 0.150 0.47
24200 10 204 0 0 20.4 0.200 82 0.0 0.150 0.10
24220 10 204 0 0 20.4 0.200 82 0.0 0.150 0.05
24240 11 208 0 0 20.8 0.200 83 0.0 0.150 0.04
24260 87 975 0 0 97.5 0.200 390 0.0 0.150 0.01
40160 175985 16064 52796

Total Excavation 40,160

Total Embankment Filling 2,02,383

Embankment Filling from junctions 5043

Total Embankment Filling 2,07,426

Loosening & Recompacting 16064

Soil available Excavation of all types of Soil 24,096

Soil available from Excavation of Unlined Drain, Covered Drain, Toe wall 41819

Soil used for Embankment Filling from

Road way & CD structures Excavation
(assuming 80% of total qty) 52732
Quantity of surplus soil 0

Net Quantity of surplus soil 0

Item No. Description Unit Qty Say

2.01 Excavation of all types of soil Cum 24096 24,100
Construction of Embankment
2.02 from Borrow area Cum 154694 1,54,700
Construction of Embankment
from Roadway & Drainage
2.03 Excavation Cum 52732 52,800

2.04 Disposal of Surplus soil Cum 0 0

Cost Estimates for NH-148B January - 2025 34 of 53

Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR Annexure - 1.02

Calculation of Qty. for Tree Cutting

TR-1 TR-2 TR-3 TR-4 TR-5

From (ex. km) To (ex. km)
(<300 mm) (300 - 599 mm) (600 - 899 mm) (900 - 1800 mm) (Above 1800 mm)
Bhiwani - Hansi (NH-148B)
170+700 171+000 0 1 10
171+000 172+000 0 47 40
172+000 173+000 0 87 83
173+000 174+000 0 27 31
174+000 175+000 0 6 11
175+000 176+000 0 10 30
176+000 177+000 0 37 40
177+000 178+000 0 28 86
178+000 179+000 16 62 60
179+000 180+000 0 37 64
180+000 181+000 8 45 36
181+000 182+000 13 67 40
182+000 183+000 2 43 76
183+000 184+000 1 32 50
184+000 185+000 0 36 45
185+000 186+000 0 25 56
186+000 187+000 0 30 27
187+000 188+000 6 34 40
188+000 189+000 0 24 80
189+000 190+000 4 70 59
190+000 191+000 20 57 88
191+000 192+000 13 30 25
192+000 193+000 10 21 22
193+000 194+000 1 44 40
194+000 195+000 19 59 39
195+000 196+430 6 26 8
119 985 1186
Grand Total 119 985 1186

Cost Estimates for NH-148B January - 2025 35 of 53

Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR
Annexure - 2.02
Calculation of Quantities for Junction

Road Area
Central Median and
of storage
Area of Area of Island of Cross Road Length of
Area of Total Rd. lane &
Island / Central Kerb Stone
Side Road Paved Area auxiliary
Chainage rotary Median for Side
Sl. No. Direction Earthen of Side lane with
(Km) (Sqm) (Main Road
Shoulders Road median
(Main Road) Area (Sqm) Length (m) central
(Sqm) (Sqm) opening
Road) (Sqm) median (m)
(Main
Road)
1 0.000 T-Junction 0.00 100.00 205.00 100.00 400.00 1295.00 0.00 55
2 24.265 T-Junction 0.00 100.00 205.00 100.00 400.00 1295.00 0.00 55

Total 0.00 200.00 410.00 200.00 800.00 2590.00 0.00 110.00

SUMMARY OF QUANTITIES

Sl. No. Description unit No Area (sqm) Th. (m) Qty. Say
1 BC cum 1 2590.00 0.040 103.60 104.00
2 DBM cum 1 2590.00 0.050 129.50 130.00
3 WMM cum 1 2590.00 0.150 388.50 389.00
4 CTSB cum 1 2590.00 0.200 518.00 518.00
5 Subgrade cum 1 3390.00 0.500 1695.00 1695.0
6 Embankment Filling cum 1 3390.00 1.000 3390.00 3390.0
7 Prime Coat sqm 1 2590.00 2590.00 2590.0
8 Tack Coat over prime Coat sqm 0 2590.00 0.00 0.0
9 Tack Coat over Bituminous surface sqm 1 2590.00 2590.00 2590.0
10 Shoulder with borrow earth material cum 1 800.00 0.550 440.00 440.00
11 Openings sqm 1 0.00 0.00 0.00
12 M-20 Kerb Stone in Island & Medians m 1230.00 1230.00 1230.00
13 Soil Filling in Medians & Rotary cum 1 610.00 0.550 336 336.00
14 Pavement Marking sqm 325.60 325.60 326.00
15 Directional Arrows & Lettering Nos 98.00 98.00 98.00
17 Dismantling of Bituminous Surface cum 1 4790.00 0.100 479 479.00

Cost Estimates for NH-148B January - 2025 36 of 53

 RITES Ltd.
Highway Division

Annexure - 2.02
n & Median Improvement

Pavement Marking chevron &

diagonal marking
Sq mt LM 28/29
Length of STOP LINE Dismantilin
combinatio Zebra Direction Clearing &
Kerb Stone LM-22, 150 (TM01 or Letters g of
150 mm 600 mm 600 mm n of cont. Crossing Arrows Grubbing
in Island/ mm TM02 - (Nos) Bituminous
wide Edge wide wide and broken (BM01) (Nos) (Ha)
Rotary (m) 200/300) surface
Marking Chevron Diagonal 100mm
(LM24) Marking Marking

460.00 46.50 12.00 5.40 36.10 11.25 4.50 58.00 45 4 390 0.18
460.00 30.00 12.00 0.00 36.10 11.25 4.50 58.00 45 4 4400 0.18

920.00 76.50 24.00 5.40 72.20 22.50 9.00 116.00 90.00 8.00 4790.00 0.36

Cost Estimates for NH-148B January - 2025 37 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR (Highway Division)
Quantity Calculation for Minor Junctions
Annexure - 2.02A
Total Jn. 31

S No. Description unit No Area (sqm) Th. (m) Qty.

1 BC cum 31 106.64 0.040 132.24
3 DBM cum 31 106.64 0.060 198.36
4 WMM cum 31 106.64 0.150 495.89
5 CTSB cum 31 106.64 0.200 661.19
6 Subgrade cum 31 106.64 0.500 1652.97
7 Embankment Filling cum 31 106.64 0.500 1652.97
8 Prime Coat sqm 31 106.64 3305.93
9 Tack Coat Over DBM sqm 31 106.64 3305.93
10 Pavement Marking sqm 31 22.02 682.62
11 Directional Arrows & Lettering Nos. 31 6.00 186.00

Cost Estimates for NH-148B January - 2025 38 of 53

Pavement Layers Quantities RITES Ltd.
Highway Division
1. TCS-A Annexure - 2.03
Section Length
From (m) To (m) Lengh (m)
0 4,355 4,355
4,355 4,420 65 2 Lane to 4 Lane Diverging
5,330 5,420 90 4 Lane to 2 Lane Merging
5420 8,780 3,360
8,780 8,850 70 2 Lane to 4 Lane Diverging
9,400 9,490 90 4 Lane to 2 Lane Merging
9490 19,585 10,095
19,585 19,650 65 2 Lane to 4 Lane Diverging
20,140 20,230 90 4 Lane to 2 Lane Merging
20230 24,265.00 4,035
470
21,845

Cross Sectional Element width (m) Pavement Layers Width (m) / Numbers Area (m2) Thickness (mm) Quantity Unit
Earthen Shoulder 1.00 Subgrade 14.76 3,22,432 500 1,61,216 m3
Paved Shoulder 1.50 CTSB 13.36 2,91,849 200 58,370 m3
Main Carriageway 7.00 WMM 10.30 2,25,004 150 33,751 m3
Paved Shoulder 1.50 Prime Coat 10.30 2,25,004 2,25,004 m2
Earthen Shoulder 1.00 Tack Coat 10.00 2,18,450 2,18,450 m2
DBM 10.00 2,18,450 50 10,923 m3
BC 10.00 2,18,450 40 8,738 m3
Selected Soil 2.16 47,185 40 1,887 m3
Hard Shoulder 1.70 37,137 200 7,427 m3
Turfing 5.00 1,09,225 2,18,450 m2

For tapering portion width (m) Pavement Layers Width (m) / Numbers Area (m2) Thickness (mm) Quantity
Earthen Shoulder 1.00 Subgrade 22.76 10,697 500 5,349 m3
Paved Shoulder 1.50 CTSB 21.36 10,039 200 2,008 m3
Main Carriageway 15.00 WMM 18.30 8,601 150 1,290 m3
Paved Shoulder 1.50 Prime Coat 18.30 8,601 8,601 m2
Earthen Shoulder 1.00 Tack Coat 18.00 8,460 8,460 m2
DBM 18.00 8,460 50 423 m3
BC 18.00 8,460 40 338 m3
Selected Soil 2.16 1,015 40 41 m3
Hard Shoulder 1.70 799 200 160 m3
Turfing 5.00 2,350 4,700 m2

1. TCS-B
Section Length
From (m) To (m) Lengh (m)
4,420.00 5,330.00 910.00
8,850.00 9,400.00 550.00
19,650.00 20,140.00 490.00
Total 1,950.00

Cross Sectional Element width (m) Pavement Layers Width (m) / Numbers Area (m2) Thickness (mm) Quantity Unit
Paver Blocks 0.70 Subgrade 22.00 42,900 500 21,450 m3
Covered Drain (Perforated) 1.50 CTSB 20.61 40,190 200 8,038 m3
Paved Shoulder 2.50 WMM 20.61 40,190 150 6,028 m3
Main Carriageway 7.00 Prime Coat 20.61 40,190 40,190 m2
kerb shyness 0.50 Tack Coat 20.00 39,000 39,000 m2
Median (New Jersey) 0.61 DBM 20.00 39,000 50 1,950 m3
kerb shyness 0.50 BC 20.00 39,000 40 1,560 m3
Main Carriageway 7.00 GSB below Paver Blocks 1.39 2,711 200 542 m3
Paved Shoulder 2.50 Paver Blocks 60mm & Sand filling 30mm 1.39 2,711 2,711 m2
Covered Drain (Perforated) 1.50 New Jersey CB 1,950.00 1,950 m
Paver Blocks 0.70 Steel Railing 3,900.00 3,900 m
25.00

Recycled Bitumen
Width of existing pavement (m) 7.00
Thickness of Bituminous layers (m) 0.20
Length (m) 24,265.00
Dismantled BT 33,971.00
From Junctions & structures 937.00
Total 34,908.00
Recycled Bituminous Concrete (30 % of
Dismantled Concrete) 10,472.40

Cost Estimates for NH-148B January - 2025 39 of 53

Total Pavement Layers Quantities
Subgrade 1,88,015 m3
CTSB 68,416 m3
WMM 41,069 m3
Prime Coat 2,73,794 m2
Tack Coat 2,65,910 m2
DBM 13,296 m3
Net DBM 2,824 m3
BC 10,636 m3
Selected Soil for earthen shoulder 1,928 m3
Hard Shoulder (200mm top GSB) 7,587 m3
GSB (200mm) below paver blocks 542
Selected Soil below paver blocks 542 m3
Paver Blocks 2,711 m2
New Jersey CB 1,950 m
Steel Railing (After deducting cross roads) 3,876 m
Turfing 2,23,150 m2
200x200 CC Blocks 43,690 m

Cost Estimates for NH-148B January - 2025 40 of 53

Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR Annexure - 7.01

Detail of Quantities for Drain

Chainage (km) Type of X-

Side Length (m)
From To Section
Earthen Drain
Hansi - Barwala
0.000 4.355 2 4355 A
4.355 4.420 2 65 A
5.330 5.420 2 90 A
5.420 8.780 2 3360 A
8.780 8.850 2 70 A
9.400 9.490 2 90 A
9.490 19.585 2 10095 A
19.585 19.650 2 65 A
20.140 20.230 2 90 A
20.230 24.265 2 4035 A
Deduction for Structures 0
Total Length 44630

Hansi - Barwala
4.420 5.330 2 910 B
8.850 9.400 2 550 B
19.650 20.140 2 490 B
Deduction for Structures 0
Total Length 3900

Summary of Drain
S. No Section Unit Length
1 Earthen Drain m 44630
2 RCC Covered Drain m 3900

Quantity Calculation for Earthen & RCC Covered Drain

Sl.No. Description Unit No. Length Breadth Depth/ Total
Height Quantity
(m) (m) (m)
1 a) Earthwork in excavation for all type of soils to
required line and grade complete as per Drawings
and Technical Specification Clause 309, or as
directed by Engineer.

For Earthen Drain cum 1 44630 1.500 0.500 33473

For RCC Covered Drain cum 1 3900 1.600 1.300 8112
Total 41585
2 b) Providing and laying levelling plain cement
concrete grade M15 in the foundation of drains
complete as per Drawings and Technical
Specifications Section 1500 & 1700, or as directed
by the Engineer.
For RCC Covered Drain cum 1 3900 1.600 0.050 312
Total 312
3 d) Providing and laying RCC M25 grade for lined
drains in walls and slab excluding cost of
reinforcement complete as per drawing or Technical
Specification Section 1500 and 1700, or as directed
by the Engineer.
At Bottom portion of Covered Drain cum 1 3900 1.500 0.100 585
At wall portion of Covered Drain cum 2 3900 0.200 1.000 1560
At Slab portion of Covered Drain cum 1 3900 1.500 0.150 878
Deductions for perforations cum 4 3900 0.075 0.150 10
Total 3013

Cost Estimates for NH-148B January - 2025 41 of 53

 4 g) Supply and fixing of Pre-cast slab unit size
1500mmx600mmx100mm in M25 concrete
including the cost of all materials, labour,
operations, etc., and also including the cost of TMT
Fe 500D grade reinforcement (nominal
reinforcement 10 mm dia.) as per Technical
specification Section 1500, 1600 & 1700.
No 780 780
5 e) Providing and fixing in position TMT Fe 500D
grade reinforcement in slab of RCC drain complete
as per drawing or Technical Specification Section
1600. Tonne 3013 0.050 151

Cost Estimates for NH-148B January - 2025 42 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR Annexure - 7.04

Quantity calculation of Toe wall

Locations of Toe wall

Design Chainage (m) Total Remarks
S. NO. Length
From To (Metres) Side Height (m)

1 16700 16760 60 LHS 1.5

2 16850 16950 100 LHS 2.0
3 16700 16760 60 RHS 1.0
Total Length 220
Details of Toe wall
Dimensions of Toe Wall 0.50m 1.0m 1.5m 2.0m
Bottom width of Toe wall 0.750 1.000 1.250 1.250
Top width of Toe wall 0.400 0.400 0.400 0.400
Average width of Toe wall 0.575 0.700 0.825 0.825
Thickness of PCC 0.150 0.150 0.150 0.150
Width of Excavation 0.900 1.150 1.400 1.400
Depth of Excavation 0.800 0.800 0.800 0.800

Quantity of Toe Wall for 0.50m Height (Length =1m)

Description Length Breadth Depth Quantity (Cum)
Excavation 1 0.900 0.800 0.720
PCC 1 0.900 0.150 0.135
Random Rubble Masonry 1 0.575 1.150 0.661

Quantity of Toe Wall for 1.0 m Height (Length =1m)

Description Length Breadth Depth Quantity (Cum)
Excavation 1 1.150 0.800 0.920
PCC 1 1.150 0.150 0.173
Random Rubble Masonry 1 0.700 1.650 1.155

Quantity of Toe Wall for 1.50 m Height (Length =1m)

Description Length Breadth Depth Quantity (Cum)
Excavation 1 1.400 0.800 1.120
PCC 1 1.400 0.150 0.210
Random Rubble Masonry 1 0.825 2.150 1.774

Quantity of Toe Wall for 2.0 m Height (Length =1m)

Description Length Breadth Depth Quantity (Cum)
Excavation 1 1.400 0.800 1.120
PCC 1 1.400 0.150 0.210
Random Rubble Masonry 1 0.825 2.650 2.186

Cost Estimates for NH-148B January - 2025 43 of 53

 Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR Annexure - 7.04

Quantity calculation of Toe wall

Quantity Per m
Item No Description Unit Total Length Total Quantity
Len.
Earthwork in excavation for all type of soils and rock to
required line and grade complete as per drawings, as
1
directed by the Engineer or as per Technical
Specification Clause 305.

For 1.0m Height cum 60 0.920 55

For 1.5m Height cum 60 1.120 67
For 2.0m Height cum 100 1.120 112
Total 234

Providing & laying levelling Cement Concrete grade M15

in the foundation of drains complete as per drawings,
2
Technical Specifications section 1700 or as directed by
the Engineer.

For 1.0m Height cum 60 0.173 10

For 1.5m Height cum 60 0.210 13
For 2.0m Height cum 100 0.210 21
Total 44

Providing and laying Random Rubble Stone masonry

work in toe wall with cement morter 1:3 in Toe wall
3
complete as per drawing, Technical Specification Clause
700 or as directed by Engineer.

For 1.0m Height cum 60 1.155 69

For 1.5m Height cum 60 1.774 106
For 2.0m Height cum 100 2.186 219
Total 394
Providing 100mm diameter AC pipe for weep holes in toe
4 wall, complete as per Technical Specification Clause
2706 or as directed by Engineer.

For 1.0m Height cum 60 1 60

For 1.5m Height cum 60 2 120
For 2.0m Height cum 100 2 200
Total 380

Cost Estimates for NH-148B January - 2025 44 of 53

Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR Annexure- 8.01
Quantity Calculation for Traffic Signs

No. of Sign
S No. Description
Boards
1 Octagonal Stop Sign (750 mm ) 31
2 Triangular Signs (900 mm Dia) 35
3 Triangular Signs (600 mm ) 144
4 Circular Signs (900 mm Dia) 8
5 Circular Signs (600 mm Dia) 8
Facility Information Signs
6 22
(800mm x 600mm)
7 Chevron Signs (900mm x 750mm 16
8 FORGIVING TYPE DELINEATOR 60
Advance Direction/Destination
9 2
signs (2165mm x 2500mm)
Advance Direction signs on
10 Rotary Intersection (3700mm x 0
2500mm)
Place Identification Signs
11 42
(1600mm x 1250mm)
12 Route Marker 14
13 Hazard Marker 274
14 Hazard Marker(Two Way) 4

Cost Estimates for NH-148B January - 2025 45 of 53

 Hansi to Barwala_Signage Schedule
Chainage
S. No. Description Side Shape Size Remarks
(km)
1 0+000 Give Way Sign LHS Triangular Side 600mm On Slip road of NH-9
2 0+000 Two Way Object Hazard Marker LHS Rectangular 450mmx900mm On Slip road of NH-9
3 0+030 Two Way Object Hazard Marker RHS Rectangular 450mmx900mm On Main Carrigeway
4 0+040 Give Way Sign RHS Triangular Side 600mm On Main Carrigeway
5 0+080 Stack Type Advanced Direction Sign RHS Rectangular more than 0.9 sqm On Main Carrigeway
6 0+090 Speed Limit LHS Circular Dia 600mm On Main Carriageway
7 0+140 Route Marker LHS Rectangular 600 mmx800mm On Main Carrigeway
8 0+160 Speed Limit RHS Circular Dia 900mm On Main Carriageway
9 0+250 OVERHEAD GANTORY BOARD On Main Carriageway
10 0+297 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
11 0+302 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
12 0+555 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
13 0+560 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
14 0+755 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
15 0+760 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
16 0+880 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
17 0+885 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
18 1+450 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
19 1+455 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
20 1+500 Flag Type Direction Sign LHS Rectangular 600 mmx800mm On Main Carrigeway
21 1+530 T- Intersection LHS Triangular Side 900 mm On Main Carrigeway
22 1+650 Stop RHS Octagonal Height 750 mm On Cross Road
23 1+650 T- Intersection RHS Triangular Side 600 mm On Cross Road
24 1+650 Speed Breaker RHS Triangular Side 600 mm On Cross Road
25 1+710 Flag Type Direction Sign LHS Rectangular 600 mmx800mm On Main Carrigeway
26 1+730 T- Intersection LHS Triangular Side 900 mm On Main Carrigeway
27 1+770 T- Intersection RHS Triangular Side 900 mm On Main Carrigeway
28 1+800 Flag Type Direction Sign RHS Rectangular 600 mmx800mm On Main Carrigeway
29 1+820 Bus Stop Sign RHS Rectangular 600 mmx800mm On Main Carrigeway
30 1+850 Stop LHS Octagonal Height 750 mm On Cross Road
31 1+850 T- Intersection LHS Triangular Side 600 mm On Cross Road
32 1+850 Speed Breaker LHS Triangular Side 600 mm On Cross Road
33 1+850 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
34 1+855 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
35 1+880 Bus Stop Sign LHS Rectangular 600 mmx800mm On Main Carrigeway
36 1+970 Flag Type Direction Sign LHS Rectangular 600 mmx800mm On Main Carrigeway
37 1+975 T- Intersection RHS Triangular Side 900 mm On Main Carrigeway
38 2+000 T- Intersection LHS Triangular Side 900 mm On Main Carrigeway
39 2+005 Flag Type Direction Sign RHS Rectangular 600 mmx800mm On Main Carrigeway
40 2+060 Flag Type Direction Sign LHS Rectangular 600 mmx800mm On Main Carrigeway
41 2+120 Stop RHS Octagonal Height 750 mm On Cross Road
42 2+120 T- Intersection RHS Triangular Side 600 mm On Cross Road
43 2+120 Speed Breaker RHS Triangular Side 600 mm On Cross Road
44 2+230 T- Intersection RHS Triangular Side 900 mm On Main Carrigeway
45 2+235 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
46 2+240 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
47 2+260 Flag Type Direction Sign RHS Rectangular 600 mmx800mm On Main Carrigeway
48 2+365 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
49 2+370 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
50 2+490 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
 Hansi to Barwala_Signage Schedule
Chainage
S. No. Description Side Shape Size Remarks
(km)
51 2+495 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
52 2+885 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
53 2+890 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
54 3+085 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
55 3+090 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
56 3+145 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
57 3+150 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
58 3+800 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
59 3+805 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
60 3+860 Petrol Pump LHS Rectangular 600mmx800mm On Main Carrigeway
61 3+885 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
62 3+890 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
63 3+920 Petrol Pump RHS Rectangular 600mmx800mm On Main Carrigeway
64 4+050 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
65 4+055 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
66 4+120 T- Intersection LHS Triangular Side 900 mm On Main Carrigeway
67 4+240 Stop LHS Octagonal Height 750 mm On Cross Road
68 4+240 T- Intersection LHS Triangular Side 600 mm On Cross Road
69 4+240 Speed Breaker LHS Triangular Side 600 mm On Cross Road
70 4+180 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
71 4+185 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
72 4+285 Route Marker LHS Rectangular 600mmx800mm On Main Carrigeway
73 4+300 Route Marker RHS Rectangular 600mmx800mm On Main Carrigeway
74 4+310 Start of Dual Carriageway LHS Triangular Side 900 mm On Main Carrigeway
75 4+320 Speed Limit LHS Circular Dia 900mm On Main Carriageway
76 4+330 Speed Limit RHS Circular Dia 600mm On Main Carriageway
77 4+340 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
78 4+345 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
79 4+360 T- Intersection RHS Triangular Side 900 mm On Main Carrigeway
80 4+390 T- Intersection LHS Triangular Side 600 mm On Main Carrigeway
81 4+400 Place Identification Sign LHS Rectangular 600mmx800mm On Main Carrigeway
82 4+435 Stop LHS Octagonal Height 750 mm On Cross Road
83 4+435 T- Intersection LHS Triangular Side 600 mm On Cross Road
84 4+435 Speed Breaker LHS Triangular Side 600 mm On Cross Road
85 4+440 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
86 4+460 Built Up Area LHS Triangular Side 600 mm On Main Carrigeway
87 4+485 End of Dual Carriageway RHS Triangular Side 600 mm On Main Carrigeway
88 4+495 Hazard Marker LHS Rectangular 300mmx900mm On Main Carrigeway
89 4+500 Hazard Marker RHS Rectangular 300mmx900mm On Main Carrigeway
90 4+530 Rumble strip or Transverse bar marking LHS Triangular Side 600 mm On Main Carrigeway
91 4+560 Median Opening LHS Triangular Side 600 mm On Main Carrigeway
92 4+580 T- Intersection LHS Triangular Side 600 mm On Main Carrigeway
93 4+590 Pedestrian Crossing Sign LHS Triangular Side 600 mm On Main Carrigeway
94 4+625 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
95 4+630 Stop LHS Octagonal Height 750 mm On Cross Road
96 4+630 T- Intersection LHS Triangular Side 600 mm On Cross Road
97 4+630 Speed Breaker LHS Triangular Side 600 mm On Cross Road
98 4+645 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
99 4+670 Pedestrian Crossing Sign RHS Triangular Side 600 mm On Main Carrigeway
100 4+685 T- Intersection RHS Triangular Side 600 mm On Main Carrigeway
 Hansi to Barwala_Signage Schedule
Chainage
S. No. Description Side Shape Size Remarks
(km)
101 4+700 School Ahead LHS Triangular Side 600 mm On Main Carrigeway
102 4+700 Median Opening RHS Triangular Side 600 mm On Main Carrigeway
103 4+720 Rumble strip or Transverse bar marking RHS Triangular Side 600 mm On Main Carrigeway
104 4+760 Hazard Marker LHS Rectangular 300mmx900mm On Main Carrigeway
105 4+765 Hazard Marker RHS Rectangular 300mmx900mm On Main Carrigeway
106 4+800 Rumble strip or Transverse bar marking LHS Triangular Side 600 mm On Main Carrigeway
107 4+800 School Ahead RHS Triangular Side 600 mm On Main Carrigeway
108 4+825 Median Opening LHS Triangular Side 600 mm On Main Carrigeway
109 4+850 T- Intersection LHS Triangular Side 600 mm On Main Carrigeway
110 4+860 Pedestrian Crossing Sign LHS Triangular Side 600 mm On Main Carrigeway
111 4+870 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
112 4+870 Single Chevron Sign Median Rectangular 500mmx600mm On Main Carrigeway
113 4+880 Bus Stop Sign RHS Rectangular 450mmx600mm On Main Carriageway
114 4+890 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
115 4+900 Stop LHS Octagonal Height 750 mm On Cross Road
116 4+900 T- Intersection LHS Triangular Side 600 mm On Cross Road
117 4+900 Speed Breaker LHS Triangular Side 600 mm On Cross Road
118 4+910 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
119 4+930 Bus Stop Sign LHS Rectangular 450mmx600mm On Main Carriageway
120 4+940 Pedestrian Crossing Sign RHS Triangular Side 600 mm On Main Carrigeway
121 4+950 T- Intersection RHS Triangular Side 600 mm On Main Carrigeway
122 4+950 Flag Type Direction Sign LHS Rectangular 450 mmx600mm On Main Carrigeway
123 4+965 T- Intersection LHS Triangular Side 600 mm On Main Carrigeway
124 4+970 Median Opening RHS Triangular Side 600 mm On Main Carrigeway
125 4+985 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
126 4+985 Single Chevron Sign Median Rectangular 500mmx600mm On Main Carrigeway
127 4+990 Rumble strip or Transverse bar marking RHS Triangular Side 600 mm On Main Carrigeway
128 5+010 Stop RHS Octagonal Height 750 mm On Cross Road
129 5+010 T- Intersection RHS Triangular Side 600 mm On Cross Road
130 5+010 Speed Breaker RHS Triangular Side 600 mm On Cross Road
131 5+020 Hazard Marker LHS Rectangular 300mmx900mm On Main Carrigeway
132 5+025 Hazard Marker RHS Rectangular 300mmx900mm On Main Carrigeway
133 5+055 T- Intersection RHS Triangular Side 600 mm On Main Carrigeway
134 5+070 Flag Type Direction Sign RHS Rectangular 450 mmx600mm On Main Carrigeway
135 5+080 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
136 5+080 Single Chevron Sign Median Rectangular 500mmx600mm On Main Carrigeway
137 5+135 Rumble strip or Transverse bar marking LHS Triangular Side 600 mm On Main Carrigeway
138 5+160 Median Opening LHS Triangular Side 600 mm On Main Carrigeway
139 5+180 T- Intersection LHS Triangular Side 600 mm On Main Carrigeway
140 5+190 Pedestrian Crossing Sign LHS Triangular Side 600 mm On Main Carrigeway
141 5+225 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
142 5+230 Stop LHS Octagonal Height 750 mm On Cross Road
143 5+230 T- Intersection LHS Triangular Side 600 mm On Cross Road
144 5+230 Speed Breaker LHS Triangular Side 600 mm On Cross Road
145 5+245 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
146 5+270 Pedestrian Crossing Sign RHS Triangular Side 600 mm On Main Carrigeway
147 5+280 T- Intersection RHS Triangular Side 600 mm On Main Carrigeway
148 5+290 End of Dual Carriageway LHS Triangular Side 600 mm On Main Carrigeway
149 5+295 Median Opening RHS Triangular Side 600 mm On Main Carrigeway
150 5+300 Built Up Area RHS Triangular Side 600 mm On Main Carrigeway
 Hansi to Barwala_Signage Schedule
Chainage
S. No. Description Side Shape Size Remarks
(km)
151 5+325 Rumble strip or Transverse bar marking RHS Triangular Side 600 mm On Main Carrigeway
152 5+335 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
153 5+340 Place Identification Sign RHS Rectangular 600mmx800mm On Main Carrigeway
154 5+370 Flag Type Direction Sign LHS Rectangular 450 mmx600mm On Main Carrigeway
155 5+390 T- Intersection LHS Triangular Side 600 mm On Main Carrigeway
156 5+440 Stop RHS Octagonal Height 750 mm On Cross Road
157 5+440 T- Intersection RHS Triangular Side 600 mm On Cross Road
158 5+440 Speed Breaker RHS Triangular Side 600 mm On Cross Road
159 5+470 Speed Limit LHS Circular Dia 600mm On Main Carriageway
160 5+490 Speed Limit RHS Circular Dia 900mm On Main Carriageway
161 5+500 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
162 5+505 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
163 5+520 Start of Dual Carriageway RHS Triangular Side 900 mm On Main Carrigeway
164 5+560 T- Intersection RHS Triangular Side 900 mm On Main Carrigeway
165 5+590 Flag Type Direction Sign RHS Rectangular 600mmx800mm On Main Carrigeway
166 5+600 Route Marker LHS Rectangular 600mmx800mm On Main Carrigeway
167 5+600 Route Marker RHS Rectangular 600mmx800mm On Main Carrigeway
168 5+990 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
169 5+995 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
170 6+235 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
171 6+240 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
172 6+665 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
173 6+670 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
174 6+910 Petrol Pump LHS Rectangular 600mmx800mm On Main Carrigeway
175 6+960 Petrol Pump RHS Rectangular 600mmx800mm On Main Carrigeway
176 7+035 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
177 7+040 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
178 7+340 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
179 7+345 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
180 7+645 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
181 7+650 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
182 8+195 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
183 8+200 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
184 8+430 Stack Type Direction Sign LHS Rectangular 600mmx800mm On Main Carrigeway
185 8+460 X- Intersection LHS Triangular Side 900 mm On Main Carrigeway
186 8+570 Stop RHS Octagonal Height 750 mm On Cross Road
187 8+570 T- Intersection RHS Triangular Side 600 mm On Cross Road
188 8+570 Speed Breaker RHS Triangular Side 600 mm On Cross Road
189 8+600 Stop LHS Octagonal Height 750 mm On Cross Road
190 8+600 T- Intersection LHS Triangular Side 600 mm On Cross Road
191 8+600 Speed Breaker LHS Triangular Side 600 mm On Cross Road
192 8+710 X- Intersection RHS Triangular Side 900 mm On Main Carrigeway
193 8+730 Start of Dual Carriageway LHS Triangular Side 900 mm On Main Carrigeway
194 8+740 Route Marker RHS Rectangular 600mmx800mm On Main Carrigeway
195 8+750 Stack Type Direction Sign RHS Rectangular 600mmx800mm On Main Carrigeway
196 8+760 Route Marker LHS Rectangular 600mmx800mm On Main Carrigeway
197 8+770 Speed Limit RHS Circular Dia 600mm On Main Carriageway
198 8+780 Speed Limit LHS Circular Dia 900mm On Main Carriageway
199 8+845 Rumble strip or Transverse bar marking LHS Triangular Side 600 mm On Main Carrigeway
200 8+850 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
 Hansi to Barwala_Signage Schedule
Chainage
S. No. Description Side Shape Size Remarks
(km)
201 8+860 Place Identification Sign LHS Rectangular 600mmx800mm On Main Carrigeway
202 8+880 Built Up Area LHS Triangular Side 600 mm On Main Carrigeway
203 8+885 Median Opening LHS Triangular Side 600 mm On Main Carrigeway
204 8+890 Hazard Marker LHS Rectangular 300mmx900mm On Main Carrigeway
205 8+895 Hazard Marker RHS Rectangular 300mmx900mm On Main Carrigeway
206 8+900 T- Intersection LHS Triangular Side 600 mm On Main Carrigeway
207 8+910 Pedestrian Crossing Sign LHS Triangular Side 600 mm On Main Carrigeway
208 8+910 End of Dual Carriageway RHS Triangular Side 600 mm On Main Carrigeway
209 8+930 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
210 8+940 Stop LHS Octagonal Height 750 mm On Cross Road
211 8+940 T- Intersection LHS Triangular Side 600 mm On Cross Road
212 8+940 Speed Breaker LHS Triangular Side 600 mm On Cross Road
213 8+950 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
214 8+975 Pedestrian Crossing Sign RHS Triangular Side 600 mm On Main Carrigeway
215 8+985 T- Intersection RHS Triangular Side 600 mm On Main Carrigeway
216 9+020 Median Opening RHS Triangular Side 600 mm On Main Carrigeway
217 9+040 Rumble strip or Transverse bar marking RHS Triangular Side 600 mm On Main Carrigeway
218 9+100 Bus Stop Sign RHS Rectangular 450mmx600mm On Main Carriageway
219 9+110 Bus Stop Sign LHS Rectangular 450mmx600mm On Main Carriageway
220 9+130 Rumble strip or Transverse bar marking LHS Triangular Side 600 mm On Main Carrigeway
221 9+150 Median Opening LHS Triangular Side 600 mm On Main Carrigeway
222 9+180 Y - Intersection LHS Triangular Side 600 mm On Main Carrigeway
223 9+190 Pedestrian Crossing Sign LHS Triangular Side 600 mm On Main Carrigeway
224 9+210 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
225 9+225 Stop LHS Octagonal Height 750 mm On Cross Road
226 9+225 T- Intersection LHS Triangular Side 600 mm On Cross Road
227 9+225 Speed Breaker LHS Triangular Side 600 mm On Cross Road
228 9+235 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
229 9+245 Hazard Marker LHS Rectangular 300mmx900mm On Main Carrigeway
230 9+250 Hazard Marker RHS Rectangular 300mmx900mm On Main Carrigeway
231 9+260 Pedestrian Crossing Sign RHS Triangular Side 600 mm On Main Carrigeway
232 9+270 Y - Intersection RHS Triangular Side 600 mm On Main Carrigeway
233 9+290 Median Opening RHS Triangular Side 600 mm On Main Carrigeway
234 9+320 Rumble strip or Transverse bar marking RHS Triangular Side 600 mm On Main Carrigeway
235 9+320 Stack Type Direction Sign LHS Rectangular 600mmx800mm On Main Carrigeway
236 9+335 X- Intersection LHS Triangular Side 600 mm On Main Carrigeway
237 9+355 End of Dual Carriageway LHS Triangular Side 600 mm On Main Carrigeway
238 9+380 Stop RHS Octagonal Height 750 mm On Cross Road
239 9+380 T- Intersection RHS Triangular Side 600 mm On Cross Road
240 9+380 Speed Breaker RHS Triangular Side 600 mm On Cross Road
241 9+385 Stop LHS Octagonal Height 750 mm On Cross Road
242 9+385 T- Intersection LHS Triangular Side 600 mm On Cross Road
243 9+385 Speed Breaker LHS Triangular Side 600 mm On Cross Road
244 9+385 Hazard Marker LHS Rectangular 300mmx900mm On Main Carrigeway
245 9+390 Hazard Marker RHS Rectangular 300mmx900mm On Main Carrigeway
246 9+400 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
247 9+430 X- Intersection RHS Triangular Side 600 mm On Main Carrigeway
248 9+445 Stack Type Direction Sign RHS Rectangular 600mmx800mm On Main Carrigeway
249 9+460 Built Up Area RHS Triangular Side 600 mm On Main Carrigeway
250 9+490 Place Identification Sign RHS Rectangular 600mmx800mm On Main Carrigeway
 Hansi to Barwala_Signage Schedule
Chainage
S. No. Description Side Shape Size Remarks
(km)
251 9+500 Speed Limit LHS Circular Dia 600mm On Main Carrigeway
252 9+520 Speed Limit RHS Circular Dia 900mm On Main Carrigeway
253 9+540 Start of Dual Carriageway RHS Triangular Side 900 mm On Main Carrigeway
254 9+560 Route Marker LHS Rectangular 600mmx800mm On Main Carrigeway
255 9+565 Route Marker RHS Rectangular 600mmx800mm On Main Carrigeway
256 10+090 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
257 10+095 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
258 10+670 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
259 10+675 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
260 11+160 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
261 11+165 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
262 11+280 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
263 11+285 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
264 11+755 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
265 11+760 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
266 11+800 Flag Type Direction Sign LHS Rectangular 600mmx800mm On Main Carrigeway
267 11+805 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
268 11+810 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
269 11+830 T- Intersection LHS Triangular Side 900 mm On Main Carrigeway
270 11+930 Bus Stop Sign RHS Rectangular 600mmx800mm On Main Carriageway
271 11+940 Stop RHS Octagonal Height 750 mm On Cross Road
272 11+940 T- Intersection RHS Triangular Side 600 mm On Cross Road
273 11+940 Speed Breaker RHS Triangular Side 600 mm On Cross Road
274 11+945 Flag Type Direction Sign LHS Rectangular 600mmx800mm On Main Carrigeway
275 11+950 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
276 11+952 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
277 11+975 T- Intersection LHS Triangular Side 900 mm On Main Carrigeway
278 12+015 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
279 12+017 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
280 12+050 T- Intersection RHS Triangular Side 900 mm On Main Carrigeway
281 12+075 Flag Type Direction Sign RHS Rectangular 600mmx800mm On Main Carrigeway
282 12+080 Stop LHS Octagonal Height 750 mm On Cross Road
283 12+080 T- Intersection LHS Triangular Side 600 mm On Cross Road
284 12+080 Speed Breaker LHS Triangular Side 600 mm On Cross Road
285 12+085 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
286 12+090 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
287 12+100 Bus Stop Sign LHS Rectangular 600mmx800mm On Main Carriageway
288 12+110 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
289 12+112 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
290 12+165 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
291 12+167 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
292 12+200 T- Intersection RHS Triangular Side 900 mm On Main Carrigeway
293 12+230 Flag Type Direction Sign RHS Rectangular 600mmx800mm On Main Carrigeway
294 12+240 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
295 12+242 Single Chevron Sign LHS Rectangular 500mmx600mm On Main Carrigeway
296 12+260 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
297 12+265 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
298 12+500 OVERHEAD GANTORY BOARD On Main Carriageway
299 12+620 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
300 12+625 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
 Hansi to Barwala_Signage Schedule
Chainage
S. No. Description Side Shape Size Remarks
(km)
301 12+860 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
302 12+865 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
303 13+165 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
304 13+170 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
305 13+525 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
306 13+530 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
307 13+770 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
308 13+775 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
309 13+900 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
310 13+915 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
311 13+930 Flag Type Direction Sign LHS Rectangular 600mmx800mm On Main Carrigeway
312 13+960 T- Intersection LHS Triangular Side 900 mm On Main Carrigeway
313 14+060 Petrol Pump LHS Rectangular 600mmx800mm On Main Carrigeway
314 14+070 Stop LHS Octagonal Height 750 mm On Cross Road
315 14+070 T- Intersection LHS Triangular Side 600 mm On Cross Road
316 14+070 Speed Breaker LHS Triangular Side 600 mm On Cross Road
317 14+080 Petrol Pump RHS Rectangular 600mmx800mm On Main Carrigeway
318 14+180 T- Intersection RHS Triangular Side 900 mm On Main Carrigeway
319 14+210 Flag Type Direction Sign RHS Rectangular 600mmx800mm On Main Carrigeway
320 14+615 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
321 14+620 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
322 14+830 Flag Type Direction Sign LHS Rectangular 600mmx800mm On Main Carrigeway
323 14+860 T- Intersection LHS Triangular Side 900 mm On Main Carrigeway
324 14+965 Bus Stop Sign RHS Rectangular 600mmx800mm On Main Carriageway
325 14+975 Stop RHS Octagonal Height 750 mm On Cross Road
326 14+975 T- Intersection LHS Triangular Side 600 mm On Cross Road
327 14+975 Speed Breaker LHS Triangular Side 600 mm On Cross Road
328 14+980 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
329 14+985 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
330 14+990 Bus Stop Sign LHS Rectangular 600mmx800mm On Main Carriageway
331 15+085 T- Intersection RHS Triangular Side 900 mm On Main Carrigeway
332 15+115 Flag Type Direction Sign RHS Rectangular 600mmx800mm On Main Carrigeway
333 15+220 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
334 15+225 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
335 15+300 Petrol Pump LHS Rectangular 600mmx800mm On Main Carrigeway
336 15+350 Petrol Pump RHS Rectangular 600mmx800mm On Main Carrigeway
337 15+455 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
338 15+460 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
339 15+580 Y - Intersection LHS Triangular Side 900 mm On Main Carrigeway
340 15+700 Stop RHS Octagonal Height 750 mm On Cross Road
341 15+700 T- Intersection RHS Triangular Side 600 mm On Cross Road
342 15+700 Speed Breaker RHS Triangular Side 600 mm On Cross Road
343 15+800 Y - Intersection RHS Triangular Side 900 mm On Main Carrigeway
344 16+190 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
345 16+195 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
346 16+305 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
347 16+310 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
348 16+490 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
349 16+495 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
350 16+650 Stack Type Direction Sign LHS Rectangular 600 mmx800mm On Main Carrigeway
 Hansi to Barwala_Signage Schedule
Chainage
S. No. Description Side Shape Size Remarks
(km)
351 16+680 Staggered Intersection LHS Triangular Side 900 mm On Main Carrigeway
352 16+800 Stop RHS Octagonal Height 750 mm On Cross Road
353 16+800 T- Intersection RHS Triangular Side 600 mm On Cross Road
354 16+800 Speed Breaker RHS Triangular Side 600 mm On Cross Road
355 16+850 Stop LHS Octagonal Height 750 mm On Cross Road
356 16+850 T- Intersection LHS Triangular Side 600 mm On Cross Road
357 16+850 Speed Breaker LHS Triangular Side 600 mm On Cross Road
358 16+955 Staggered Intersection RHS Triangular Side 900 mm On Main Carrigeway
359 16+985 Stack Type Direction Sign RHS Rectangular 600 mmx800mm On Main Carrigeway
360 16+775 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
361 16+780 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
362 16+810 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
363 16+840 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
364 17+100 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
365 17+105 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
366 17+800 Stack Type Direction Sign LHS Rectangular 600 mmx800mm On Main Carrigeway
367 17+830 Staggered Intersection LHS Triangular Side 900 mm On Main Carrigeway
368 17+935 Bus Stop Sign RHS Rectangular 600mmx800mm On Main Carriageway
369 17+940 Stop RHS Octagonal Height 750 mm On Cross Road
370 17+940 T- Intersection RHS Triangular Side 600 mm On Cross Road
371 17+940 Speed Breaker RHS Triangular Side 600 mm On Cross Road
372 17+965 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
373 17+970 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
374 17+975 Stop LHS Octagonal Height 750 mm On Cross Road
375 17+975 T- Intersection LHS Triangular Side 600 mm On Cross Road
376 17+975 Speed Breaker LHS Triangular Side 600 mm On Cross Road
377 18+000 Bus Stop Sign LHS Rectangular 600mmx800mm On Main Carriageway
378 18+010 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
379 18+015 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
380 18+060 Flag Type Direction Sign LHS Rectangular 600mmx800mm On Main Carrigeway
381 18+085 Staggered Intersection RHS Triangular Side 900 mm On Main Carrigeway
382 18+090 Y - Intersection LHS Triangular Side 900 mm On Main Carrigeway
383 18+115 Stack Type Direction Sign RHS Rectangular 600 mmx800mm On Main Carrigeway
384 18+200 Stop LHS Octagonal Height 750 mm On Cross Road
385 18+200 T- Intersection LHS Triangular Side 600 mm On Cross Road
386 18+200 Speed Breaker LHS Triangular Side 600 mm On Cross Road
387 18+310 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
388 18+315 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
389 18+325 Y - Intersection RHS Triangular Side 900 mm On Main Carrigeway
390 18+355 Flag Type Direction Sign RHS Rectangular 600mmx800mm On Main Carrigeway
391 18+790 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
392 18+795 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
393 19+200 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
394 19+205 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
395 19+500 Route Marker LHS Rectangular 600mmx800mm On Main Carrigeway
396 19+520 Start of Dual Carriageway LHS Triangular Side 900 mm On Main Carrigeway
397 19+520 Route Marker RHS Rectangular 600mmx800mm On Main Carrigeway
398 19+540 Speed Limit LHS Circular Dia 900mm On Main Carriageway
399 19+560 Speed Limit RHS Circular Dia 600mm On Main Carriageway
400 19+650 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
 Hansi to Barwala_Signage Schedule
Chainage
S. No. Description Side Shape Size Remarks
(km)
401 19+660 Place Identification Sign LHS Rectangular 600mmx800mm On Main Carrigeway
402 19+680 Built Up Area LHS Triangular Side 600 mm On Main Carrigeway
403 19+695 End of Dual Carriageway RHS Triangular Side 600 mm On Main Carrigeway
404 19+710 Rumble strip or Transverse bar marking LHS Triangular Side 600 mm On Main Carrigeway
405 19+730 Median Opening LHS Triangular Side 600 mm On Main Carrigeway
406 19+745 Stack Type Direction Sign LHS Rectangular 600 mmx800mm On Main Carrigeway
407 19+765 Staggered Intersection LHS Triangular Side 600 mm On Main Carrigeway
408 19+775 Pedestrian Crossing Sign LHS Triangular Side 600 mm On Main Carrigeway
409 19+800 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
410 19+810 Stop LHS Octagonal Height 750 mm On Cross Road
411 19+810 T- Intersection LHS Triangular Side 600 mm On Cross Road
412 19+810 Speed Breaker LHS Triangular Side 600 mm On Cross Road
413 19+825 Stop RHS Octagonal Height 750 mm On Cross Road
414 19+810 T- Intersection RHS Triangular Side 600 mm On Cross Road
415 19+810 Speed Breaker RHS Triangular Side 600 mm On Cross Road
416 19+825 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
417 19+830 Hazard Marker LHS Rectangular 300mmx900mm On Main Carrigeway
418 19+835 Hazard Marker RHS Rectangular 300mmx900mm On Main Carrigeway
419 19+855 Pedestrian Crossing Sign RHS Triangular Side 600 mm On Cross Road
420 19+865 Staggered Intersection RHS Triangular Side 600 mm On Main Carrigeway
421 19+890 Stack Type Direction Sign RHS Rectangular 600 mmx800mm On Main Carrigeway
422 19+900 Median Opening RHS Triangular Side 600 mm On Main Carrigeway
423 19+920 Rumble strip or Transverse bar marking RHS Triangular Side 600 mm On Main Carrigeway
424 19+950 Bus Stop Sign LHS Rectangular 450mmx600mm On Main Carriageway
425 19+960 Bus Stop Sign RHS Rectangular 450mmx600mm On Main Carriageway
426 19+970 Rumble strip or Transverse bar marking LHS Triangular Side 600 mm On Main Carrigeway
427 19+990 Median Opening LHS Triangular Side 600 mm On Main Carrigeway
428 20+005 Flag Type Direction Sign LHS Rectangular 450 mmx600mm On Main Carrigeway
429 20+020 T- Intersection LHS Triangular Side 600 mm On Main Carrigeway
430 20+030 Pedestrian Crossing Sign LHS Triangular Side 600 mm On Cross Road
431 20+055 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
432 20+065 Stop LHS Octagonal Height 750 mm On Cross Road
433 20+065 T- Intersection LHS Triangular Side 600 mm On Cross Road
434 20+065 Speed Breaker LHS Triangular Side 600 mm On Cross Road
435 20+075 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
436 20+095 End of Dual Carriageway LHS Triangular Side 600 mm On Main Carrigeway
437 20+100 Pedestrian Crossing Sign RHS Triangular Side 600 mm On Cross Road
438 20+110 T- Intersection RHS Triangular Side 600 mm On Main Carrigeway
439 20+120 Built Up Area RHS Triangular Side 600 mm On Main Carrigeway
440 20+130 Flag Type Direction Sign RHS Rectangular 450 mmx600mm On Main Carrigeway
441 20+140 Place Identification Sign RHS Rectangular 600mmx800mm On Main Carrigeway
442 20+140 Hazard Marker Median Rectangular 300mmx900mm On Main Carrigeway
443 20+150 Median Opening RHS Triangular Side 600 mm On Main Carrigeway
444 20+170 Rumble strip or Transverse bar marking RHS Triangular Side 600 mm On Main Carrigeway
445 20+240 Speed Limit LHS Circular Dia 600mm On Main Carriageway
446 20+260 Speed Limit RHS Circular Dia 900mm On Main Carriageway
447 20+290 Start of Dual Carriageway RHS Triangular Side 900 mm On Main Carrigeway
448 20+300 Route Marker LHS Rectangular 600 mmx800mm On Main Carrigeway
449 20+320 Route Marker RHS Rectangular 600 mmx800mm On Main Carrigeway
450 20+430 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
 Hansi to Barwala_Signage Schedule
Chainage
S. No. Description Side Shape Size Remarks
(km)
451 20+435 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
452 20+500 Petrol Pump LHS Rectangular 600mmx800mm On Main Carrigeway
453 20+620 Petrol Pump RHS Rectangular 600mmx800mm On Main Carrigeway
454 21+030 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
455 21+035 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
456 21+640 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
457 21+645 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
458 22+930 Stack Type Direction Sign LHS Rectangular 600 mmx800mm On Main Carrigeway
459 21+960 X- Intersection LHS Triangular Side 900 mm On Main Carrigeway
460 22+060 Bus Stop Sign RHS Rectangular 600mmx800mm On Main Carriageway
461 22+080 Stop RHS Octagonal Height 750 mm On Cross Road
462 22+080 T- Intersection RHS Triangular Side 600 mm On Cross Road
463 22+080 Speed Breaker RHS Triangular Side 600 mm On Cross Road
464 22+085 Stop LHS Octagonal Height 750 mm On Cross Road
465 22+085 T- Intersection LHS Triangular Side 600 mm On Cross Road
466 22+085 Speed Breaker LHS Triangular Side 600 mm On Cross Road
467 22+100 Bus Stop Sign LHS Rectangular 600mmx800mm On Main Carriageway
468 22+110 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
469 22+115 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
470 22+190 X- Intersection RHS Triangular Side 900 mm On Main Carrigeway
471 22+220 Stack Type Direction Sign RHS Rectangular 600 mmx800mm On Main Carrigeway
472 22+440 Petrol Pump LHS Rectangular 600mmx800mm On Main Carrigeway
473 22+510 Petrol Pump RHS Rectangular 600mmx800mm On Main Carrigeway
474 22+790 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
475 22+795 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
476 23+150 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
477 23+155 Hazard Marker Both Rectangular 300mmx900mm On Main Carrigeway
478 24+000 OVERHEAD GANTORY BOARD On Main Carriageway
479 24+100 Stack Type Advanced Direction Sign LHS Rectangular more than 0.9 sqm On Main Carrigeway
480 24+135 Route Marker RHS Rectangular 600mmx800mm On Main Carrigeway
481 24+140 Speed Limit LHS Circular Dia 900mm On Main Carriageway
482 24+160 Speed Limit RHS Circular Dia 600mm On Main Carriageway
483 24+180 School Ahead LHS Triangular Side 600 mm On Main Carrigeway
484 24+230 School Ahead RHS Triangular Side 600 mm On Main Carrigeway
485 24+245 Give Way Sign LHS Triangular Side 600mm On Main Carrigeway
486 24+245 Two Way Object Hazard Marker LHS Rectangular 450mmx900mm On Main Carrigeway
487 24+245 Two Way Object Hazard Marker RHS Rectangular 450mmx900mm On Slip road of NH-52
488 24+245 Give Way Sign RHS Triangular Side 600mm On Slip road of NH-52
Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in RITES Ltd.
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR Highway Division
Annexure- 8.02
Calculation of Quantity for Overhead Gantry
Height / Unit weight Quantity
S. No. Description Unit No Length (m) Breadth (m)
Depth (m) (Kg/m) (Kg)
(A) Truss
80mm dia NB Pipe m 4 28.20 8.36 943.01
40mm dia NB Pipe at Side Elevation
Vetical Side Pipe m 54 1.24 3.56 238.38
Horizontal Pipe m 4 0.74 3.56 10.54
Diagonal pipe at ends m 4 1.56 3.56 22.21
Diagonal pipe at midway m 48 1.63 3.56 278.53
25mm dia NB Pipe at top & bottom
Elevation
Diagonal pipe at ends m 4 1.22 2.41 11.76
Diagonal pipe at midway m 48 1.30 2.41 150.38
Cross Pipe m 54 0.67 2.41 87.19

(B) Vertical Support of Pipe 300 mm Dia m 2 5.00 49.30 493.00

Total wt (A+B 2235.01

Height / Unit weight

S. No. Description Unit No Length (m) Breadth (m) Quantity
Depth (m) (Kg/cum)
( C ) Gusset Plates
Gusset Plate at top of Truss Frame sqm 4 1.00 1.00 0.01 7854 376.99

Stiffners for Gusset Plate at Top frame of Truss Sqm 8 0.56 0.30 0.01 7854 105.56

Gusset Plate at Base of Truss Frame sqm 4 1.00 1.00 0.01 7854 376.99
Stiffners for Gusset Plate at Base of Truss
Frame Sqm 8 0.56 0.30 0.01 7854 105.56
M.S. Plates welded to Bolts Sqm 16 0.10 0.10 0.01 7854 12.57
Total wt (C ) 977.67

Total weight of One Overhead Gantry (A+B+C) in (kg) 3212.68

Calculation of Quantity for Cantilever Gantry

Height / Unit weight Quantity

Description Unit No Length (m) Breadth (m)
Depth (m) (Kg/m) (Kg)
Vertical Support of Pipe 300 mm Dia m 1 6.50 49.30 320.45
Horizontal support of 300mm dia pipe m 1 3.50 49.30 172.55
Stiffners for Gusset Plate at the junction of
vertical & horizontal pipe Sqm 2 0.56 0.30 0.01 7854 26.39
M.S. Plates welded to Bolts Sqm 4 0.10 0.10 0.01 7854 3.14
Total wt 522.53

Location of Proposed Gantry Signs

Proposed No. of Gantry
S. No. Location
Chainage Signs
1 Start of Project Road 0.100 1
2 End of Project Road 24.260 1
3 Middle of Raod 12.130 1
Total 3
No. of Cantilever Sign Board Total 0

No. of
Height /
S. No. Description Unit Overhead No Length (m) Breadth (m) Quantity Say
Depth (m)
Gantry
1 Gantry Mounted Overhead Signs Sqm 3 6 2.30 1.30 53.82 54
2 Cantilever Gantry sign Boards Sqm 0 1 2.30 1.30 0.00 0
2 Foundation Pedestal
Excavation cum 3 6 2.40 2.40 2.10 217.73 218
PCC M-10 in footing cum 3 6 2.40 2.40 0.10 10.37 12
M-20 RCC in Footing cum 3 6 2.20 2.20 0.30 26.14 28
M-20 RCC in Pedestal cum 3 6 1.00 1.00 2.45 44.10 46
Reinforcemnt @ 50kg/cum of concrete tonne 3 10.54 12
3 Overhead Gantry tonne 3 9.64 10
5 Cantilever Gantry sign tonne 0 0.00 0

Cost Estimates for NH-148B January - 2025 46 of 53

Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in RITES Ltd.
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR Highway Division
Quantity Calculation for Pavement Marking Annexure- 8.02

Total Length of the Road 24265.00 m

Section of 2 - Lane Total 24265.00 m

Total Length of Curved portion in 2-lane section for curve 250.000 m

Total Length of Straight portion of 2-lane Road 24015.00 m

Total Length for Edge marking 24265.00 m

Pavement Marking
Length of Length of
Description Unit No Width (m) Quantity Remark
Road (m) Line (m)
Lane Marking (St. Portion) sqm 25855 2874 3.00 0.15 1293 LM01
Lane Marking (Curved Portion) sqm 250 1 250 0.15 38 LM01
Edge Marking sqm 26105 2 26105 0.15 7832 LM24
Total 9162
Road Studs
Total Length of Curved portion in 2-lane section for curve Length Unit
250.000 m
Length of Major Junction 0.00 m
Total Length of straight portion in 2-lane section for road 23765.00 m

Length of Chevron/diagonal marking 264.00 m

Road studs on centre line and edge line (curve
no 250 126 126
less 450m unidirectional @ 6m c/c)
Road studs on centre line and edge line (normal
no 23765 3960 3960
section unidirectional @18m c/c)
Length of Chevron/diagonal marking @6m c/c red
264 44 44
color no
At zebra crossing (at 4 corner of all block of zebra
no 179 8 1432
marking in 2 rows) (Yellow color)
Total 5562
Hectometer stone no 96 2 192
Km. stone no 20 2 40
5th Km. stone no 4 2 8

Summary Unit
Total Pavement Marking qty 9170 sqm
Total No. of Road studs 5562 nos
Hectometer stone 192 nos
Km. stone 40 nos
5th Km. stone 8 nos

Cost Estimates for NH-148B January - 2025 47 of 53

Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR Annexure - 8.04
Quantity Calculation for Bus Shelter
Breadth Height /
S. No. Description Unit No Length (m) Quantity
(m) Depth (m)
1 Excavation for Foundation cum 1 11.47 0.75 0.90 7.74
cum 4 0.88 0.88 0.90 2.79
cum 2 0.12 0.38 0.90 0.08
Total 10.61

2 PCC in M-10 cum 1 11.47 0.75 0.20 1.72

cum 4 0.88 0.88 0.20 0.62
cum 2 0.12 0.38 0.20 0.02
In steps cum 1 9.40 0.65 0.10 0.61
Inside Bus Shelter cum 1 9.40 2.07 0.10 1.95
Total 4.92
3 Brick work in CM 1:4
Rear & side Walls
1st step cum 1 11 0.45 0.30 1.55
2nd step cum 1 11 0.35 0.80 3.21
3rd step cum 1 11 0.23 2.50 6.60
Front Pillars
1st step cum 4 1 0.58 0.30 0.40
2nd step cum 4 0 0.46 0.80 0.68
3rd step cum 4 0 0.35 2.20 1.08
Behind RCC Chajja cum 4 0 0.35 0.30 0.05
Below RCC Seat cum 9 0 0.10 0.44 0.18
In Parapet wall
Front Side cum 1 5 0.23 0.75 0.86
cum 2 2 0.23 0.30 0.30
Rear Side cum 1 9 0.23 0.30 0.65

Deduction for Voids cum -5 1 0.90 0.23 -1.24

Total 14.32

4 RCC In M-20
RCC slab in M-20 cum 1 9.40 2.65 0.10 2.49
RCC Chajja
Front Side cum 1 9.40 0.45 0.08 0.32
cum 1 9.40 0.23 0.30 0.65
Rear Side cum 3 1.20 0.45 0.08 0.12
cum 3 0.23 1.20 0.30 0.25

RCC Beam (230x300) cum 1 9.40 0.23 0.30 0.65

RCC seat in M-15 cum 1 8.94 0.45 0.10 0.40
cum 2 1.62 0.45 0.10 0.15
Total 5.02
6 Plaster in CM 1:6
Rear walls (Outside) sqm 1 9.40 2.50 23.50
Rear walls (Inside) sqm 1 8.94 2.50 22.35
Side Walls (Outside) sqm 2 2.65 2.50 13.25
Side Walls (Inside) sqm 2 2.07 2.50 10.35
Front Pillars sqm 2 4.00 0.35 2.50 7.00
sqm 2 1.00 0.35 2.50 1.75
Chajja (Front) sqm 2 9.40 0.45 8.46
Rear (Chajjar) sqm 2 3.00 1.20 0.45 3.24
Parapet walls (Rear) sqm 2 9.40 0.30 5.64
sqm 1 9.40 0.23 2.16
Parapet walls (Front) sqm 2 5.00 0.75 7.50

Cost Estimates for NH-148B January - 2025 48 of 53

 sqm 4 2.20 0.30 2.64
sqm 1 10.30 0.23 2.37
RCC seat sqm 2 8.94 0.45 8.05
sqm 2 2.07 0.45 1.86
Total 120.12

7 40 mm thick Flooring In M-15 cum 1 9.40 2.42 0.04 0.91

No. of Bus
S No. Location of Bus Shelter Side
Shelters
1 1.840 Right 1
2 1.880 Left 1
3 4.800 Both 2
4 9.100 Both 2
5 11.930 Right 1
6 12.100 Left 1
7 14.965 Right 1
8 14.990 Left 1
9 17.940 Right 1
10 18.000 Left 1
11 19.950 Both 2
12 22.060 Right 1
13 22.100 Left 1
Total 16

No. of Bus
S. No. Description Unit Quantity Say
Shelter
Earthwork in Excavation in all types of
1 soil cum 16 169.79 170
2 PCC In M-10 cum 16 78.64 80
3 Flooring in M-15 cum 16 14.559 15
4 RCC in M-20 cum 16 80.38 90
5 Reinforcement in slab, chajja, etc tonne 16 4.02 5
6 Brickwork in CM- 1:4 cum 16 229.05 230
7 Cement Plaster in CM - 1:6 sqm 16 1921.92 1930

Cost Estimates for NH-148B January - 2025 49 of 53

Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR Annexure - 8.05
Street Light
Chainage Total No. of
S .No. Length Side Remarks
From To Poles @
1 4420 5330 910 2 73 On median
2 8850 9400 550 2 44 On median
3 19650 20140 490 2 39 On median
156

Quantity for Antiglare on Median(0.610m)

For Main Carriageway
Chainage Quantity
S.no. Length Remarks
From To (Spacing @
1 4420 5330 910 607 On median
2 8850 9400 550 367 On median
3 19650 20140 490 327 On median
Total (nos.) 1300

Cost Estimates for NH-148B January - 2025 50 of 53

Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR Annexure - 8.06
Internal road section for one time improvement_Hansi
Chainage Prime coat Tack coat Pavement
Sl. No. Length(m) Width (m) DBM (cum) BC (cum) Remarks
From To (sqm) (sqm) marking
Junction improvement with 5.5m
1 0.000 0.100 100.000 11.00 1100.00 1100.00 55.00 44.00 75.00
lane both side and drain
2 0.100 7.185 7085.000 7.00 49595.00 49595.00 2479.75 1983.80 2656.88 2 Lane (7.0m) road

Total 7185.000 18.000 50695.000 50695.000 2534.750 2027.800 2731.875

Internal road section for one time improvement_Bhiwani

Chainage Prime coat Tack coat Pavement
Sl. No. Length(m) Width (m) DBM (cum) BC (cum) Remarks
From To (sqm) (sqm) marking
1 0.000 3.100 3100.000 0.00 0.00 0.00 0.00 0.00 0.00 2 Lane (7.0m) road
Total 3100.000 0.000 0.000 0.000 0.000 0.000 0.000

Internal road section for one time improvement_Barwala

Chainage Prime coat Tack coat Pavement
Sl. No. Length(m) Width (m) DBM (cum) BC (cum) Remarks
From To (sqm) (sqm) marking
1 0.000 1.390 1390.000 7.00 9730.00 9730.00 486.50 389.20 521.25 2 Lane (7.0m) road
2 1.390 1.420 30.000 10.50 315 315.00 15.75 12.60 11.25 2 Lane to 4 lane Tappering
4 Lane road (7.0m lane +1.5m
3 1.420 2.110 690.000 14.00 9660 9660.00 483.00 386.40 517.50
median +7.0m lane)
Total 1420.000 17.500 19705.000 19705.000 985.250 788.200 1050.000

Cost Estimates for NH-148B January - 2025 51 of 53

Upgradation of 2/4 – Lane with Paved Shoulders of Hansi – Barwala road section of NH-148B RITES Ltd.
(Existing Km 170+668 to km. 194+938 (Design length 24.27 km)) on EPC mode in Highway Division
the State of Haryana under NH (O)
Doc Ref: RITES/HW/RT300-00036/DPR Annexure - 8.07

Calculation of Quantities for Junctio

Road Area
Central Median and of storage Length of
Area of Area of Area of
Island of Cross Road Total Rd. lane & Kerb Stone
Island / Central Side Road
Chainage Paved Area auxiliary for Side
Sl. No. Direction rotary Median Earthen
(Km) of Side lane with Road
(Sqm) (Main (Main Road) Shoulders
Area (Sqm) Length (m) Road (Sqm) median central
Road) (Sqm) (Sqm)
opening median (m)
(Main Road)

1 0+000 T-Junction 100.00 1500.00 1448.00 55

Y-
2 0+900 Junction
Y 55.00 1500.00 1448.00 55
3 1+750 Junction 1500.00
Y
4 1+900 Junction 1500.00

5 4+500 T-Junction 100.00 1500.00

Total 0.00 0.00 0.00 255.00 0.00 7500.00 2896.00 110.00

SUMMARY OF QUANTITIES
Sl. No. Description unit No Area (sqm) Th. (m) Qty. Say
1 BC cum 1 7500.00 0.040 300.00 300.00
2 DBM cum 1 7500.00 0.050 375.00 375.00
3 Prime Coat sqm 1 7500.00 7500.00 7500.0
4 Tack Coat over Bituminous surface sqm 1 7500.00 7500.00 7500.0
5 M-20 Kerb Stone in Island & Medians m 1585.00 1585.00 1585.00
6 Pavement Marking sqm 824.95 824.95 825.00
7 Directional Arrows & Lettering Nos 245.00 245.00 245.00

Cost Estimates for NH-148B January - 2025 52 of 53

 RITES Ltd.
Highway Division

Annexure - 8.07

on & Median Improvement

Pavement Marking chevron &

diagonal marking LM 28/29
Length of STOP LINE Dismantilin
Sq mt combinatio Zebra Direction Clearing &
Kerb Stone LM-22, 150 (TM01 or Letters g of
150 mm 600 mm 600 mm n of cont. Crossing Arrows Grubbing
in Island/ mm TM02 - (Nos) Bituminous
and broken (BM01) (Nos) (Ha)
Rotary (m) wide Edge wide wide 200/300) surface
Marking Chevron Diagonal 100mm
(LM24) Marking Marking

460.00 30.00 12.00 0.00 36.10 11.25 4.50 58.00 45 4 0.15

460.00 46.50 12.00 5.40 36.10 11.25 4.50 58.00 45 4 0.15

30.00 12.00 0.00 36.10 11.25 4.50 58.00 45 4 0.15
46.50 12.00 5.40 36.10 11.25 4.50 58.00 45 4 0.15

300.00 46.50 12.00 5.40 36.10 11.25 4.50 58.00 45 4 0.15

1220.00 199.50 60.00 16.20 180.50 56.25 22.50 290.00 225.00 20.00 0.00 0.75

Cost Estimates for NH-148B January - 2025 53 of 53