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GOVERNMENT OF BIHAR
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Schedule of Rates with
(Edition - Eighth)
01-04-2013 dks izdkf’kr
Effective f
Effective from : 01.04.2013
ROAD CONSTRUCTION DEPARTMENT
(INCLUDING NATIONAL HIGHWAY WING)
© All rights reserved. No part of this publication may be reproduced in any form
without permission, in writing from the convener, Bihar State Level Schedule Rate
Committee, Patna.
First Edition
:
05.12.2006
Second Edition
:
23.05.2007
Third Edition
:
24.03.2008
Fourth Edition
:
01.04.2009
Fifth Edition
:
01.04.2010
Sixth Edition
:
01.05.2011
Seventh Edition
:
02.07.2012
Eighth Edition
:
01.04.2013
ROAD CONSTRUCTION DEPARTMENT
BIHAR
Published by :
CONVENER,
STATE LEVEL SCHEDULE RATE COMMITTEE
-CUM-ENGINEER IN CHIEF
-CUM-ADDITIONAL COMMISSIONER
-CUM-SPECIAL SECRETARY
ROAD CONSTRUCTION DEPARTMENT,
BIHAR, PATNA
(Lvi)-(Lxvi)
(Lxvii)-(Lxxi)
(Lxxii)-(Lxxviii)
(Lxxix)-(Lxxx)
(Lxxxi)-(Cx)
RCD/SOR_8th edition_April 2013
RCD/SOR_8th edition_April 2013
M-001 Stone Boulder of size 150 mm and below at
Crusher Plant cum 294.26
Including Royality @ Rs. 100.0 per Cum
M-002 Supply of quarried stone 150 - 200 mm size
for Hand Broken at site cum 294.26 "
M-003 Boulder with minimum size of 300 mm for
Pitching at Site cum 294.26 "
M-004 Coarse sand i) Quarry Koilwar/Sone sand cum 133.28 Including Royality @ Rs. 50.0 per Cum M-005 Coarse sand ii) at doriganj Equivalent to
Koilwar/ Sone sand cum 133.28 "
M-006 Fine sand at Site cum 113.71 "
M-007 Moorum at Site cum 127.69 Including Royality @ Rs. 55.0 per Cum
M-008 Gravel/Quarry spall at Site Cum 294.26 Including Royality @ Rs. 100.0 per Cum M-009 Granular Material or hard murrum for GSB
works at Site Cum 127.69
Including Royality @ Rs. 50.0 per Cum
M-010 Granular Material or hard murrum for GSB
works at Mixing Plant Cum 127.69 "
M-011
Fly ash conforming to IS: 3812 (Part II & I) at HMP Plant / Batching Plant / Crushing Plant
Cum 0.00 Nil
M-012 Filter media/Filter Material as per Table
300-3 (MORT&H Specification) Cum 391.93
M-013 Close graded Granular sub-base Material
53 mm to 9.5 mm cum 494.46
M-014 Close graded Granular sub-base Material
37.5 mm to 9.5 mm cum 471.86
M-015 Close graded Granular sub-base Material
26.5 mm to 9.5 mm cum 529.62 "
M-016 Close graded Granular sub-base Material
9.5 mm to 4.75 mm cum 508.74 "
M-017 Close graded Granular sub-base Material
9.5 mm to 2.36 mm cum 394.31 "
M-018 Close graded Granular sub-base Material
4.75mm to 2.36 mm cum 195.72 "
M-019 Close graded Granular sub-base Material
4.75mm to 75 micron mm cum 181.88 "
M-020 Close graded Granular sub-base Material
2.36 mm cum 181.88 "
M-021 Stone crusher dust finer than 3mm with not
more than 10% passing 0.075 sieve. cum 92.57
Including Royality @ Rs. 10.0% of price
M-022 Coarse graded Granular sub-base Material
2.36 mm & below cum 181.88
Including Royality @ Rs. 100.0 per Cum
M-023 Coarse graded Granular sub-base Material
4.75mm to 75 micron mm 181.88 "
M-024 Coarse graded Granular sub-base Material
4.75 mm to 2.36 mm cum 195.72 "
M-025 Coarse graded Granular sub-base Material
9.5 mm to 4.75 mm cum 508.74 "
M-026 Coarse graded Granular sub-base Material
26.5 mm to 4.75 mm cum 480.94 "
M-027 Coarse graded Granular sub-base Material
26.5 mm to 9.5 mm cum 529.62 "
M-028 Coarse graded Granular sub-base Material
37.5 mm to 9.5 mm cum 471.86 "
Remarks
Approved
Rates (in Rs.)
Description of materials
List of Approved Rates of Stone Materials for the Preparation of Schedule of rates only, by State level schedule rate committee (Materials Should conform to relevant B.I.S, MORD and MORT&H Specifications). The rates are inclusive of excise duty, royality and cess but exclusive of VAT and Contractors profit. "Rates are at source"
Sl. No.
Unit
RCD/SOR_8th edition_April 2013
M-029 Coarse graded Granular sub-base Material
53 mm to 26 .5mm cum 441.36
Including Royality @ Rs. 100.0 per Cum
M-030 Aggregates below 5.6 mm cum 195.72
M-031 Aggregates 22.4 mm to 2.36 mm cum 507.98 " M-032 Aggregates 22.4 mm to 5.6 mm cum 507.98 " M-033 Aggregates 45 mm to 2.8 mm cum 453.47 " M-034 Aggregates 45 mm to 22.4 mm cum 461.26 " M-035 Aggregates 53 mm to 2.8 mm cum 453.47 " M-036 Aggregates 53 mm to 22.4 mm cum 441.36 " M-037 Aggregates 63 mm to 2.8 mm cum 412.37 " M-038 Aggregates 63 mm to 45 mm cum 412.26 " M-039 Aggregates 90 mm to 45 mm cum 382.30 " M-040 Aggregates 10 mm to 5 mm cum 508.74 " M-041 Aggregates 11.2 mm to 0.09 mm cum 333.95 " M-042 Aggregates 13.2 mm to 0.09 mm cum 452.61 " M-043 Aggregates 13.2 mm to 5.6 mm cum 589.97 " M-044 Aggregates 13.2 mm to 10 mm cum 617.12 " M-045 Aggregates 20 mm to 10 mm cum 617.12 " M-046 Aggregates 25 mm to 10 mm cum 588.46 " M-047 Aggregates 19 mm to 6 mm cum 507.98 " M-048 Aggregates 37.5 mm to 19 mm cum 461.26 " M-049 Aggregates 37.5 mm to 25 mm cum 461.26 "
M-050 Aggregates 6 mm nominal size cum 394.20 "
M-051 Aggregates 10 mm nominal size cum 589.97 "
M-052 Aggregates 13.2/12.5 mm nominal size cum 617.12 "
M-053 Aggregates 20 mm nominal size cum 529.62 "
M-054 Aggregates 25 mm nominal size cum 505.28 "
M-055 Aggregates 40 mm nominal size cum 425.02 "
Remarks Approved
Rates (in Rs.) Description of materials
List of Approved Rates of Stone Materials for the Preparation of Schedule of rates only, by State level schedule rate committee (Materials Should conform to relevant B.I.S, MORD and MORT&H Specifications). The rates are inclusive of excise duty, royality and cess but exclusive of VAT and Contractors profit. "Rates are at source"
Sl. No. Unit
RCD/SOR_8th edition_April 2013
M-056 metre 44.72 M-057 litre input M-058 litre 117.65 M-059 sqm 9000.00 M-060 tonne 36000.00 M-061 sqm 8400.00 M-062 each 165.00 M-063 kg 52.94 M-064 nos input M-065 nos 74250.00 M-066 cubic cm 0.58 M-067 nos 44550.00 M-068 nos input M-069 nos input M-070 nos 30000.00 M-071 kg 3.171 M-072 kg 53.85 M-073 tonne 43116.00 M-074 tonne 48460.30 M-075 tonne 47544.90 M-076 tonne 48460.30 M-077 tonne 43116.00 M-078 tonne 48563.30 M-079 each each each each each 5.64 M-080 kg 47.06 M-081 tonne 5462.00 M-082 tonne 42812.50 M-083 nos 0.00 M-084 sqm 801.00 M-085 each input M-086 kg 690.13 M-087 tonne 43326.51 M-088 kg 48.63 M-089 cum 135.00 M-090 litre 120.00 M-091 each 774.40 M-092 cum 23.65Schdule of rate only, by state level schedule rate committee (Materials Should confirm to relevent B.I.S , MORD and MORT&H Specification).The rates are inclusive of excise duty ,royality and cess but exclusive of VAT and
Earth Cost or compensation for earth taken from private land Corrugated sheet, 3 mm thick, "Thrie" beam section railing . Credit for excavated rock found suitable for use
Curing compound
Delineators from ISI certified firm as per the standard drawing given in IRC - 79
Compressible Fibre Board(20mm thick) Connectors/ Staples
Copper Plate(12m long x 250mmwide)(COPPER-WPI-1O.42%) Corrosion resistant Structural steel.
C.I. shoes for the pile
Cement - OPC 43 Grade at Patna Cold twisted bars (HYSD Bars) - Fe 500 Coller for joints 300 mm dia
Bitumen (Cutback ) Packed Ex- Barauni Bitumen (emulsion) Packed Ex- Haldia (M.S)
Bitumen (modified graded) Packed Ex - Barauni (CRMB - 55) Brick 100A for Patna Urban
Darbhanga, Bhagalpur,Munger,Muzaffarpur Gaya,Patna,Saran
Saharsa Purnea Binding wire .
Bitumen ( Cationic Emulsion ) Packed Ex- Ulberia (M.S) Bitumen (60-70 grade) Packed Ex- Barauni
Bitumen (80-100 grade ) Packed Ex- Barauni
Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/ fabricated structural steel assemblies duly painted with all components Bearing (PTFE sliding plate bearing assembly of 80 tonnes ) Bearing (Supply of sliding plate bearing of 80 tonne) Bentonite
Bearing (Cost of parts)
Bearing (Cast steel rocker bearing assembly of 250 tonne ) Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)
Bearing (Forged steel roller bearing of 250 tonne). Aluminium alloy/galvanised steel.
Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable.
Roas studs with micro prismatic lense reflectors (with shank) Barbed wire
AC pipe 100 mm dia Acrylic polymer bonding coat Alluminium Paint
Aluminium alloy plate 2mm Thick Sl.
No. Description Unit RATE
RCD/SOR_8th edition_April 2013
M-093 metre 25725.00 M-094 100 nos 600.00 M-095 kg 525.00 M-096 kg 720.00 M-097 kg 12.00 M-098 kg 637.50 M-099 each 45.00 M-100 each 30.00 M-101 nos 14.87 M-102 sqm 93.91 M-103 kg 43.29 M-104 kg 643.63 M-105 sqm input M-106 sqm input M-107 sqm 103.13 M-108 sqm 80.63 M-109 sqm 80.63 M-110 nos 15.00 M-111 hour 150.00 M-112 kg 3.89 M-113 kg 3.89 M-114 metre 202.50 M-115 metre 202.50 M-116 each 30.00 M-117 metre input M-118 litre 195.17 M-119 tonne 66566.75 M-120 kg 24.00 M-121 sqm 37.50 M-122 litre input M-123 nos 32.07 M-124 kg 58.05 M-125 kg 22.20 M-126 tonne 43971.42 M-127 metre 28350.00 M.S. Clamps .M.S.shoes @ 35 Kg per pile of 15 m . Mild Steel bars
Modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly
f d b l b 2 d l hl
Joint Sealant Compound
Jute netting, open weave, 2.5 cm square opening for seeding and Mulching
LDO for steam curing M.S. Clamps. Hedge plants
Helical pipes 600mm diameter
Hot applied thermoplastic compound (Sp. Gravity - 2.10) HTS strand .
Grass (Doob) Grass (Fine) HDPE pipes 75mm dia HDPE pipes 90mm dia Geotextile
Geotextile filter fabric GI bolt 10 mm Dia Grouting pump with agitator Gelatin 80%
Geo grids Geomembrane Geonets Flowering Plants Galvanised MS flat clamp.
Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size.
Galvanised structural steel plate 200 mm wide, 6 mm thick, 24 m long .
Epoxy mortar Epoxy primer
Epoxy resin-hardner mix for prime coat Flag of red color cloth 600 x 600 mm
Elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each
Epoxy compound with accessories for preparing epoxy mortar Sl.
No. Description Unit RATE
RCD/SOR_8th edition_April 2013
M-128 metre input M-129 nos input M-130 kg 58.03 M-131 litre 217.80 M-132 litre 217.80 M-133 sqm input M-134 metre input M-135 metre 108.00 M-136 kg 68.40 M-137 metre 165.00 M-138 sqm 15.00 M-139 nos input M-140 metre input M-141 sqm 937.50 M-142 cum 617.12 M-143 metre input M-144 sqm 937.50 M-145 kg input M-146 kg 12.00 M-147 kg input M-148 cum 294.26 M-149 metre 2811.63 M-150 metre 3997.25 M-151 metre 514.90 M-152 kg 63.43 M-153 metre input M-154 metre input M-155 metre input M-156 metre input M-157 metre input M-158 each 7.50 M-159 nos 6.73 M-160 each 22.50 M-161 nos 75.00 M-162 kg 30.00 M-163 cum 23.65 M-164 sqm 15.00 M-165 metre 82.50 M-166 each 15.00 M-167 cum 675.00 M-168 each input M-169 cum 294.26Sodium vapour lamp Square Rubble Coursed Stone
Separation Membrane of impermeable plastic sheeting 125 micron thick
Sheathing duct Shrubs
Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work Sapling 2 m high 25 mm dia
Scrap tyres of size 900 x 20 Seeds
Selected earth (Including royality @ Rs. 15.0 per cum & compensation @ Rs. 1.10 per cum)
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Stainless steel strips)
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Aluminium strips)
Rivets
Sand bags ( Empty cement bag) Reflectorising glass beads
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips)
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Galvanised carbon steel strips)
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Glass reinforced polymer/fibre reinforced polymer/polymeric strips) Random Rubble Stone
RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia RCC Pipe NP 4 heavy duty non presure pipe 1200 mm dia RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia Pre-moulded asphalt filler board
Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days
Primer
Quick setting compound Polymer braids
Pre moulded Joint filler,25 mm thick for expansion joint. Pre-coated stone chips of 13.2 mm nominal size
Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single Pesticide
Pipes 200 mm dia, 2.5 m long for drainage Plastic sheath, 1.25 mm thick for dowel bars Plastic tubes 50 cm dia, 1.2 m high Pavement Marking Paint Paving Fabric
Perforated geosynthetic pipe 150 mm dia
Perforated pipe of cement concrete, internal dia 100 mm Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box/box seal joint Nipples 12mm
Nuts and bolts . Paint
No.
RCD/SOR_8th edition_April 2013
xxxv
Sl.
No.
Description
Unit
RATEM-170 each input M-171 each input M-172 nos 120.00 M-173 kg 39.52 M-174 metre 123.54 M-175 metre 221.11 M-176 kg 38.29 M-177 kg 38.29 M-178 metre 7980.95 M-179 tonne 44879.36 M-180 tonne 150.00 M-181 sqm input M-182 each 11.25 M-183 nos input M-184 each 37.50 M-185 cum 41550.00 M-186 nos input M-187 nos 45.00 M-188 tonne 3069.00 M-189 KL 225.00 M-190 litre 110.85 M-191 kg 37.07 M-192 kg 37.07 M-193 each 24.00 M-194 each 580.50 M-195 cum input M-196 each 30.00 M-197 Mt 51378.00 M-198 each 4.50
Bitumin(30/40grade) Ex-Barauni packed
Fly ash Brick conforming to IS:3812(part I& II) (Excluding the carrige cost* of Fly Ash from point of production to kiln site)(*carriage of fly ash is same as sand)
Wooden ballies 2" Dia for bracing (Sal)
Wooden ballies 8" Dia and 9 m long (9 m @ Rs. 43.00/m) - Sal Wooden packing
Water
Water based cement paint Welded steel wire fabric
Wooden staff for fastening of flag 25 mm dia, 1.0 m long Tiles size 300 x 300 mm and 25 mm thick
Timber
Traffic cones with 150 mm reflective sleeve
Tube anchorage set complete with bearing plate, permanent wedges etc
Super plastisizer admixture IS marked as per 9103-1999
Synthetic Geogrids as per clause 3102.8 and approved design and specifications.
Through and bond stone Tie rods 20mm diameter
Wire mesh 50mm x 50mm size of 3mm wire Steel wire rope 20 mm
Steel wire rope 40 mm Strip seal expansion join Structural Steel
Unslaked lime
Steel drum 300 mm dia 1.2 m high/empty bitumen drum
Steel helmet and cushion block on top of pile head during driving. Steel pipe 25 mm external dia as per IS:1239
Steel pipe 50 mm external dia as per IS:1239
Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level
Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level
RCD/SOR_8th edition_April 2013
xxxvi
(a) White
sqm
441.40(b) red
sqm
449.33©Yellow
sqm
463.44(a) White
sqm
506.60(b) red
sqm
519.82©Yellow
sqm
536.56M-200
95.75Kerb stone block M-30 grade(size
375mmx300mm
(i) M-35 Grade and 60mm thickness
RCD/SOR_8th edition_April 2013
2 3 4 6
P&M-001 Air Compressor capacity in cfm 170/250 hour 405.00
P&M-002 Batching and Mixing Plant (a) 30 cum capacity cum/hour 20 hour 2325.00
P&M-003 Batching and Mixing Plant (b) 15 - 20 cum
capacity cum/hour 13 hour 1511.00
P&M-004 Bitumen Pressure Distributor sqm/hour 1750 hour 1356.00
P&M-005 Bitumen Boiler oil fired capacity in litre 1500 hour 251.00
P&M-006 Concrete Paver Finisher with 40 HP Motor cum / hour 20 hour 1236.00
P&M-007 Concrete Pump of 45 & 30 cum capacity cum / hour 33 / 22 hour 323.00
P&M-008 Concrete Bucket capacity in cum 1 hour 20.00
P&M-009 Concrete Mixer (a) 0.4/0.28 cum cum/hour 2.5 hour 58.00
P&M-010 Concrete Mixer (b) 1 cum cum/hour 7.5 hour 174.00
P&M-011 Crane (a) 80 tonnes hour 1617.00
P&M-012 Cranes b) 35 tonnes hour 1079.00
P&M-013 Cranes c) 3 tonnes hour 452.00
P&M-014 Dozer D - 80 - A 12 cum/hour 300/ 150/250 hour 4704.00
P&M-015 Dozer D - 50 - A 15 cum/hour 200/ 120/150 hour 2789.00
P&M-016 Emulsion Pressure Distributor sqm/hour 1750 hour 1011.00
P&M-017 Front End loader 1 cum bucket capacity cum/hour 60 /25 hour 1071.00
P&M-018 Generator (a) 125 KVA KVA 100 hour 2062.00
P&M-019 Generator( b) 63 KVA KVA 50 hour 893.00
P&M-020 GSB Plant 50 cum cum/hour 40 hour 1314.00
P&M-021 Hotmix Plant - 120 TPH capacity cum/hour 40 hour 39379.00
P&M-022 Hotmix Plant - 100 TPH capacity cum/hour 30 hour 29942.00
P&M-023 Hotmix Plant - 60 to 90 TPH capacity cum/hour 25 hour 25209.00
P&M-024 Hotmix Plant - 40 to 60 TPH capacity cum/hour 17 hour 17598.00
P&M-025 Hydraulic Chip Spreader sqm/hour 1500 hour 3332.00
P&M-026 Hydraulic Excavator of 1 cum bucket cum/hour 60 /60 /60 hour 1646.00
P&M-027 Integrated Stone Crusher 100THP TPH 100 hour 10957.00
P&M-028 Integrated Stone Crusher 200 HP TPH 200 hour 23050.00
P&M-029 Kerb Casting Machine Rm/hour 80 hour 392.00
Approved Usages Rates of plants and machinary.The Usages charges for the machines
include ownership charges, cost of repair &maintenance including replacement of tyre and
running and operating charges which includes crew, fuel &lubricaqnts. These rates are for
the preparation of Schedule of Rates only.
1 Concrete Mixing General Purpose Paving of concrete surface Bitumen Spraying Applying bitumen tack coat Concrete Mixing Concrete Mixing Concrete Mixing For Pouring concrete Pumping of concrete Spreading /Cutting / Clearing Lifting Purpose Lifting Purpose Lifting Purpose Genration of electric Energy Soil loading / Aggregate loading DBM/BM/SDC/ Premix DBM/BM/SDC/ Premix Producing GSB Genration of electric Energy Soil Ordinary/Soil Marshy / Soil Surface Dressing DBM/BM/SDC/ Premix DBM/BM/SDC/ Premix Kerb Making
Schedule- P & M / MORTH-1A
Sl. No. Description of Machine Activity Output of Rate
Machine Output Unit
Applying emulsion tack coat Spreading /Cutting / Clearing Crushing of Spalls Crushing of Spalls
xxxvii
RCD/SOR_8th edition_April 2013
P&M-030 Mastic Cooker capacity in tonne 1 hour 78.00
P&M-031 Mechanical Broom Hydraulic sqm/hour 1250 hour 422.00
P&M-032 Motor Grader 3.35 mtr blade cum/hour 200/200/50/50 hour 2435.00
P&M-033 Mobile slurry seal equipment sqm/hour 2700 hour 1275.00
P&M-034 Paver Finisher Hydrostatic with sensor control
100 TPH cum/hour 40 hour 2889.00
P&M-035 Paver Finisher Mechanical 100 TPH cum/hour 40/30 hour 1123.00
P&M-036 Piling Rig with Bantonite Pump Rm/hour 2 to 3 hour 6909.00
P&M-037 Pneumatic Road Roller cum/hour 25 hour 1573.00
P&M-038 Pneumatic Sinking Plant cum/hour 1.5 to 2.00 hour 5273.00
P&M-039 Pot Hole Repair Machine cum/hour 4 hour 1146.00
P&M-040 Prestressing Jack with Pump & access hour 163.00
P&M-041 Ripper cum/hour 60 hour 36.00
P&M-042 Rotavator cum/hour 25 hour 22.00
P&M-043 Road marking machine Sqm/hour 100 hour 118.00
P&M-044 Smooth Wheeled Roller 8 tonne cum/hour 70/25 hour 604.00
P&M-045 Tandem Road Roller cum/hour 30 hour 1447.00
P&M-046 Tipper - 5 cum Capacity in cum 5.5 km 31.00
P&M-047 Tipper - 5 cum Capacity in cum 5.5 tonne.km 6.85
P&M-048 Tipper - 5 cum Capacity in cum 5.5 hour 787.00
P&M-049 Transit Mixer 4.0/4.5 cum cum/hour 4.5 hour 1176.00
P&M-050 Transit Mixer 4/4.5 cum cum/hour 4.5 tonne.km 6.00
P&M-051 Transit Mixer 3.0 cum cum/hour 3 hour 1079.00
P&M-052 Transit Mixer 3.0 cum cum/hour 3 tonne.km 8.00
P&M-053 Tractor capacity in HP 50 hour 459.00
P&M-054 Tractor with Rotevator hour 480.00
P&M-055 Tractor with Ripper hour 494.00
P&M-056 Truck 5.5 cum per 10 tonnes capacity/cum 4.5 km 28.00
P&M-057 Truck 5.5 cum per 10 tonnes capacity/cum 4.5 hour 782.00
P&M-058 Truck 5.5 cum per 10 tonnes capacity/cum 4.5 tonne.km 3.00
P&M-059 Vibratory Roller 8 tonne cum/hour 100/60/60 hour 1614.00
P&M-060 Water Tanker capacity in KL 6 hour 154.00
P&M-061 Water Tanker capacity in KL 6 km 31.00
Paving of WMM /Paving of DLC 0.75 m dia to 1.2 m dia Boring
tt h t
Mastic Wearing coat
Rate of Tractor + Rotevator Pulling
Transportation of Concrete Mix to site Transportation of Concrete Mix to site Transportation of Concrete Mix to site Transportation of Concrete Mix to site Transportation of soil, GSB, WMM, H t i t Transportation of soil, GSB, WMM, H t i t Pneumatic Sinking of wells Rolling of Asphalt Surface Paving of DBM/ BM/SDC/ Premix Material Transport Material Transport Material Transport Rate of Tractor 6+ Ripper Transportation of soil, GSB, WMM, H t i t Mixing and laying slurry seal Clearing /Spreading /GSB /WBM Surface Cleaning Earth or soil / GSB / WBM Rolling of Aspalt Surface Soil Compaction /BM Compaction Road marking Scarifying Scarifying Stressing of steel wires/stands Repair of potholes Water Transport Water Transport
xxxviii
RCD/SOR_8th edition_April 2013
P&M-062 Wet Mix Plant 60 TPH Wet Mix cum/hour 25 hour 1523.00
xxxix
P&M-063 hour 784.00
P&M-064 hour 3136.00
P&M-065 hour input
P&M-066 hour 196.00 P&M-067 hour 6584.00 P&M-068 hour 2822.00 P&M-069 hour 1176.00 P&M-070 hour 1079.00 P&M-071 hour 1079.00 P&M-072 hour 1079.00 P&M-073 hour 1079.00 P&M-074 hour 1617.00 P&M-075 hour 1617.00 P&M-076 hour 196.00 P&M-077 hour 1523.00 P&M-078 hour 147.00 P&M-079 hour 470.00 P&M-080 hour 1532.00 P&M-081 hour 2896.00
P&M-082 hour input
P&M-083 hour 295.00
P&M-084 day 1079.00
P&M-085 hrs 6909.00
P&M-086 hour 392.00
P&M-087 hour input
P&M-088 hour 99.00
P&M-089 hour 3136.00
P&M-090 t.km 3.00
P&M-091 hour input
P&M-092 hour input
P&M-093 hour 2297.00
P&M-094 hour 2297.00
Crane with grab 0.75 cum capacity
Compressor with guniting equipment along with accessories
Joint Cutting Machine with 2-3 blades (for rigid pavement) Jack for Lifting 40 tonne lifting capacity.
Piling rig Including double acting pile driving hammer (Hydraulic rig) Plate compactor
Snow blower equipment 140 HP @ 600 cum per hour Texturing machine (for rigid pavement)
Vibrating Pile driving hammer complete with power unit and accessories. Wet Mix Plant 100 TPH
Wet Mix Plant 75 TPH
Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.
Air compressor with pneumatic chisel attachment for cutting hard clay.
Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour
Truck Trailor 30 tonne capacity
Tunnel Boring machine Truck Trailor 30 tonne capacity Crane 10 tonne capacity Crane 15 tonne capacity Crane 20 tonne capacity Crane 40 T capacity Belt conveyor system Boat to carry atleast 20 persons
Cement concrete batch mix plant @ 175 cum per hour (effective output) Cement concrete batch mix plant @ 75 cum per hour
Cold milling machine @ 20 cum per hour Crane 5 tonne capacity
Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. Epoxy Injection gun
Generator 33 KVA Generator 100 KVA
RCD/SOR_8th edition_April 2013
P&M-001 Air Compressor capacity in cfm 170/250 hour 405.00 P&M-002 Batching and Mixing Plant (a) 30 cum capacity cum/hour 20 hour 2325.00 P&M-003 Batching and Mixing Plant (b) 15 - 20 cum capacity cum/hour 13 hour 1511.00 P&M-004 Bitumen Pressure Distributor sqm/hour 1750 hour 1356.00 P&M-005 Bitumen Boiler oil fired capacity in litre 1500 hour 251.00 P&M-006 Concrete Paver Finisher with 40 HP Motor cum / hour 20 hour 1236.00 P&M-007 Concrete Pump of 45 & 30 cum capacity cum / hour 33 / 22 hour 323.00 P&M-008 Concrete Bucket capacity in cum 1 hour 20.00 P&M-009 Concrete Mixer (a) 0.4/0.28 cum cum/hour 2.5 hour 58.00 P&M-010 Concrete Mixer (b) 1 cum cum/hour 7.5 hour 174.00
P&M-011 Crane (a) 80 tonnes hour 1617.00
P&M-012 Cranes b) 35 tonnes hour 1079.00
P&M-013 Cranes c) 3 tonnes hour 452.00
P&M-014 Dozer D - 80 - A 12 cum/hour 300/
150/250 hour 4704.00 P&M-015 Dozer D - 50 - A 15 cum/hour 200/
120/150 hour 2789.00 P&M-016 Emulsion Pressure Distributor sqm/hour 1750 hour 1011.00 P&M-017 Front End loader 1 cum bucket capacity cum/hour 60 /25 hour 1071.00 P&M-018 Generator (a) 125 KVA KVA 100 hour 2062.00 P&M-019 Generator( b) 63 KVA KVA 50 hour 893.00 P&M-020 GSB Plant 50 cum cum/hour 40 hour 1314.00 P&M-021 Hotmix Plant - 120 TPH capacity cum/hour 40 hour 39379.00 P&M-022 Hotmix Plant - 100 TPH capacity cum/hour 30 hour 29942.00 P&M-023 Hotmix Plant - 60 to 90 TPH capacity cum/hour 25 hour 25209.00 P&M-024 Hotmix Plant - 40 to 60 TPH capacity cum/hour 17 hour 17598.00 P&M-025 Hydraulic Chip Spreader sqm/hour 1500 hour 3332.00 P&M-026 Hydraulic Excavator of 1 cum bucket cum/hour 60 /60 /60 hour 1646.00 P&M-027 Integrated Stone Crusher 100THP TPH 100 hour 10957.00 P&M-028 Integrated Stone Crusher 200 HP TPH 200 hour 23050.00 P&M-029 Kerb Casting Machine Rm/hour 80 hour 392.00 P&M-030 Mastic Cooker capacity in
tonne 1 hour 78.00 P&M-031 Mechanical Broom Hydraulic sqm/hour 1250 hour 422.00 P&M-032 Motor Grader 3.35 mtr blade cum/hour 200/200/50/
50 hour 2435.00 P&M-033 Mobile slurry seal equipment sqm/hour 2700 hour 1275.00 P&M-034 Paver Finisher Hydrostatic with sensor control 100 TPH cum/hour 40 hour 2889.00 P&M-035 Paver Finisher Mechanical 100 TPH cum/hour 40/30 hour 1123.00 P&M-036 Piling Rig with Bantonite Pump Rm/hour 2 to 3 hour 6909.00 P&M-037 Pneumatic Road Roller cum/hour 25 hour 1573.00 P&M-038 Pneumatic Sinking Plant cum/hour 1.5 to 2.00 hour 5273.00 P&M-039 Pot Hole Repair Machine cum/hour 4 hour 1146.00 P&M-040 Prestressing Jack with Pump & access hour 163.00
P&M-041 Ripper cum/hour 60 hour 36.00
P&M-042 Rotavator cum/hour 25 hour 22.00
P&M-043 Road marking machine Sqm/hour 100 hour 118.00 P&M-044 Smooth Wheeled Roller 8 tonne cum/hour 70/25 hour 604.00 P&M-045 Tandem Road Roller cum/hour 30 hour 1447.00 P&M-046 Tipper - 5 cum Capacity in cum 5.5 km 31.00
Concrete Mixing General Purpose
Paving of concrete surface Bitumen Spraying Applying bitumen tack coat Concrete Mixing
Concrete Mixing Concrete Mixing For Pouring concrete Pumping of concrete
Spreading /Cutting / Clearing Lifting Purpose
Lifting Purpose Lifting Purpose
Genration of electric Energy Soil loading / Aggregate loading
Applying emulsion tack coat Spreading /Cutting / Clearing
Crushing of Spalls
Paving of DBM/ BM/SDC/ Premix
Mixing and laying slurry seal Clearing /Spreading /GSB /WBM
Surface Cleaning Crushing of Spalls
Rolling of Aspalt Surface Soil Compaction /BM Compaction Road marking DBM/BM/SDC/ Premix DBM/BM/SDC/ Premix Producing GSB Genration of electric Energy
Soil Ordinary/Soil Marshy / Soil Unsuitable Surface Dressing DBM/BM/SDC/ Premix DBM/BM/SDC/ Premix
0.75 m dia to 1.2 m dia Boring attachment
Paving of WMM /Paving of DLC
(A) Usage Rates of Plant and Machinery
Sl. No. Description of Machine Activity Output of Rate Machine Output Unit
Pneumatic Sinking of wells Rolling of Asphalt Surface
Scarifying Scarifying
Stressing of steel wires/stands Repair of potholes Mastic Wearing coat Kerb Making
Transportation of soil, GSB, WMM, Hotmix etc.
RCD/SOR_8th edition_April 2013
P&M-047 Tipper - 5 cum Capacity in cum 5.5 tonne.km 6.85 P&M-048 Tipper - 5 cum Capacity in cum 5.5 hour 787.00 P&M-049 Transit Mixer 4.0/4.5 cum cum/hour 4.5 hour 1176.00 P&M-050 Transit Mixer 4/4.5 cum cum/hour 4.5 tonne.km 6.00 P&M-051 Transit Mixer 3.0 cum cum/hour 3 hour 1079.00 P&M-052 Transit Mixer 3.0 cum cum/hour 3 tonne.km 8.00 P&M-053 Tractor capacity in HP 50 hour 459.00 P&M-054 Tractor with Rotevator hour 480.00
P&M-055 Tractor with Ripper hour 494.00
P&M-056 Truck 5.5 cum per 10 tonnes capacity/cum 4.5 km 28.00 P&M-057 Truck 5.5 cum per 10 tonnes capacity/cum 4.5 hour 782.00 P&M-058 Truck 5.5 cum per 10 tonnes capacity/cum 4.5 tonne.km 3.00 P&M-059 Vibratory Roller 8 tonne cum/hour 100/60/60 hour 1614.00 P&M-060 Water Tanker capacity in KL 6 hour 154.00 P&M-061 Water Tanker capacity in KL 6 km 31.00 P&M-062 Wet Mix Plant 60 TPH cum/hour 25 hour 1523.00
Sl. No. Unit Rate
P&M-063 hour 784.00
P&M-064 hour 3136.00
P&M-065 hour input
P&M-066 hour 196.00 P&M-067 hour 6584.00 P&M-068 hour 2822.00 P&M-069 hour 1176.00 P&M-070 hour 1079.00 P&M-071 hour 1079.00 P&M-072 hour 1079.00 P&M-073 hour 1079.00 P&M-074 hour 1617.00 P&M-075 hour 1617.00 P&M-076 hour 196.00 P&M-077 hour 1523.00 P&M-078 hour 147.00 P&M-079 hour 470.00 P&M-080 hour 1532.00 P&M-081 hour 2896.00
P&M-082 hour input
P&M-083 hour 295.00
P&M-084 day 1079.00
P&M-085 hrs 6909.00
P&M-086 hour 392.00
P&M-087 hour input
P&M-088 hour 99.00
P&M-089 hour 3136.00
P&M-090 t.km 3.00
P&M-091 hour input
P&M-092 hour input
P&M-093 hour 2297.00
P&M-094 hour 2297.00
Earth or soil / GSB / WBM
Air compressor with pneumatic chisel attachment for cutting hard clay.
Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour Wet Mix
Description of Machine
Water Transport Water Transport
Crane with grab 0.75 cum capacity
Compressor with guniting equipment along with accessories
Joint Cutting Machine with 2-3 blades (for rigid pavement) Jack for Lifting 40 tonne lifting capacity.
Piling rig Including double acting pile driving hammer (Hydraulic rig) Plate compactor
Snow blower equipment 140 HP @ 600 cum per hour Texturing machine (for rigid pavement)
Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. Epoxy Injection gun
Generator 33 KVA Generator 100 KVA Generator 250 KVA
Rate of Tractor + Rotevator Pulling Transportation of Concrete Mix to site Transportation of Concrete Mix to site Transportation of Concrete Mix to site Transportation of Concrete Mix to site Transportation of soil, GSB, WMM, Hotmix etc. Transportation of soil, GSB, WMM, Hotmix etc. Material Transport Material Transport Material Transport Rate of Tractor 6+ Ripper
Crane 10 tonne capacity Crane 15 tonne capacity Crane 20 tonne capacity Crane 40 T capacity Belt conveyor system Boat to carry atleast 20 persons
Cement concrete batch mix plant @ 175 cum per hour (effective output) Cement concrete batch mix plant @ 75 cum per hour
Cold milling machine @ 20 cum per hour Crane 5 tonne capacity
Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.
Truck Trailor 30 tonne capacity
Tunnel Boring machine
Vibrating Pile driving hammer complete with power unit and accessories. Wet Mix Plant 100 TPH
Truck Trailor 30 tonne capacity
Wet Mix Plant 75 TPH
RCD/SOR_8th edition_April 2013
Sl. No. Unit Rate
L-01 day 190.00 L-02a day 213.00 L-02b day 239.00 L-02c day 201.00 L-02d day 201.00 L-03 day 264.00 L-04 day 213.00 L-05 day 200.00 L-06 day 190.00 L-07 day 227.00 L-08 day 216.00 L-09 day 200.00 L-10 day 190.00 L-11 day 213.00 L-12 day 171.00 L-13 day 157.00 L-14 day 164.00 L-15 day 200.00 L-16 day 626.06 L-17 day 177.00 L-18 day 201.00 L-19 day 312.00 Description of Labour
Mason (Ist class) Chiseller (Head Mazdoor) Driller (Jumper) Diver (Sarang) Blacksmith (IInd class)
Fitter Mali
Mason (IInd class) Blacksmith (Ist class)
Blaster (Stone cutter) Carpenter I Class Welder Plumber Electrician
(B) Labour
Mate / Supervisor MazdoorMazdoor/Dresser (Semi Skilled) Mazdoor/Dresser/Sinker (Skilled)
Para medical personnel Operator(grouting) Medical Officer
Painter I class
RCD/SOR_8th edition_April 2013
M-001 cum 294.26 M-002 cum 294.26 M-003 cum 294.26 M-004 cum 133.28 M-005 cum 133.28 M-006 cum 113.71 M-007 cum 127.69 M-008 Cum 294.26 M-009 Cum 127.69 M-010 Cum 127.69 M-011 Cum 0.00 M-012 Cum 391.93 Unit Rate at Plant (HMP / Batching) Rate at Quarry Site M-013 cum 494.46 494.46 M-014 cum 471.86 471.86 M-015 cum 529.62 529.62 M-016 cum 508.74 508.74 M-017 cum 394.31 394.31 M-018 cum 195.72 195.72 M-019 cum 181.88 181.88 M-020 cum 181.88 181.88 M-021 cum 92.57 92.57 M-022 cum 181.88 181.88 M-023 181.88 181.88 M-024 cum 195.72 195.72 M-025 cum 508.74 508.74 M-026 cum 480.94 480.94 M-027 cum 529.62 529.62 M-028 cum 471.86 471.86 M-029 cum 441.36 441.36 M-030 cum 195.72 195.72 M-031 cum 507.98 507.98 M-032 cum 507.98 507.98 M-033 cum 453.47 453.47 M-034 cum 461.26 461.26 M-035 cum 453.47 453.47 M-036 cum 441.36 441.36 M-037 cum 412.37 412.37 M-038 cum 412.26 412.26Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at Quarry
Aggregates 63 mm to 2.8 mm at Quarry
Close graded Granular sub-base Material 53 mm to 9.5 mm at Quarry
Close graded Granular sub-base Material 26.5 mm to 9.5 mm at Quarry Close graded Granular sub-base Material 9.5 mm to 4.75 mm at Quarry Supply of quarried stone 150 - 200 mm size for Hand Broken at Quarry Boulder with minimum size of 300 mm for Pitching at Quarry Coarse sand at Quarry (Equivalent to Koliwar sand) Coarse sand at Quarry (Equivalent to Koliwar sand)
Moorum at Quarry Gravel/Quarry spall at Quarry
(C) Materials
Sl. No. Unit Rate
Stone Boulder of size 150 mm and below at Quarry
Fine sand at Quarry
Granular Material or hard murrum for GSB works at Quarry Fly ash conforming to IS: 3812 ( Part II & I) at source
Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) at Quarry
Coarse graded Granular sub-base Material 2.36 mm & below at Quarry
Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm at Quarry Close graded Granular sub-base Material 9.5 mm to 2.36 mm at Quarry
Aggregates below 5.6 mm at Quarry
Aggregates 22.4 mm to 5.6 mm at Quarry
Coarse graded Granular sub-base Material 4.75mm to 75 micron mm at Quarry
Coarse graded Granular sub-base Material 53 mm to 26 .5 mm at Quarry Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm at Quarry
Description Description
Granular Material or hard murrum for GSB works at Quarry
Close graded Granular sub-base Material 37.5 mm to 9.5 mm at Quarry
Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm at Quarry
Aggregates 53 mm to 22.4 mm at Quarry Aggregates 45 mm to 22.4 mm at Quarry Aggregates 22.4 mm to 2.36 mm at Quarry Aggregates 63 mm to 45 mm at Quarry Aggregates 45 mm to 2.8 mm at Quarry Aggregates 53 mm to 2.8 mm at Quarry
Close graded Granular sub-base Material 2.36 mm at Quarry Close graded Granular sub-base Material 4.75mm to 2.36 mm at Quarry Close graded Granular sub-base Material 4.75mm to 75 micron mm at Quarry
Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm at Quarry
Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm at Quarry
RCD/SOR_8th edition_April 2013
M-039 cum 382.30 382.30 M-040 cum 508.74 508.74 M-041 cum 333.95 333.95 M-042 cum 452.61 452.61 M-043 cum 589.97 589.97 M-044 cum 617.12 617.12 M-045 cum 617.12 617.12 M-046 cum 588.46 588.46 M-047 cum 507.98 507.98 M-048 cum 461.26 461.26 M-049 cum 461.26 461.26 M-050 cum 394.20 394.20 M-051 cum 589.97 589.97 M-052 cum 617.12 617.12 M-053 cum 529.62 529.62 M-054 cum 505.28 505.28 M-055 cum 425.02 425.02Aggregates 20 mm nominal size at Quarry Aggregates 25 mm nominal size at Quarry Aggregates 25 mm to 10 mm at Quarry Aggregates 13.2 mm to 10 mm at Quarry Aggregates 20 mm to 10 mm at Quarry Aggregates 37.5 mm to 19 mm at Quarry Aggregates 19 mm to 6 mm at Quarry Aggregates 13.2 mm to 0.09 mm at Quarry Aggregates 90 mm to 45 mm at Quarry Aggregates 13.2 mm to 5.6 mm at Quarry Aggregates 11.2 mm to 0.09 mm at Quarry Aggregates 10 mm to 5 mm at Quarry
Aggregates 6 mm nominal size at Quarry Aggregates 10 mm nominal size at Quarry Aggregates 13.2/12.5 mm nominal size at Quarry
Aggregates 40 mm nominal size at Quarry Aggregates 37.5 mm to 25 mm at Quarry
RCD/SOR_8th edition_April 2013
Sl. No. Unit Rate
M-056 metre 44.72 M-057 litre input M-058 litre 117.65 M-059 sqm 9000.00 M-060 tonne 36000.00 M-061 sqm 8400.00 M-062 each 165.00 M-063 kg 52.94 M-064 nos input M-065 nos 74250.00 M-066 cubic cm 0.58 M-067 nos 44550.00 M-068 nos input M-069 nos input M-070 nos 30000.00 M-071 kg 3.171 M-072 kg 53.85 M-073 tonne 43116.00 M-074 tonne 48460.30 M-075 tonne 47544.90 M-076 tonne 48460.30 M-077 tonne 43116.00 M-078 tonne 48563.30 M-079 each 5.636 M-080 kg 47.06 M-081 tonne 5462.00 M-082 tonne 42812.50 M-083 nos 0.00 M-084 sqm 801.00 M-085 each input M-086 kg 690.13 M-087 tonne 43326.51 M-088 kg 48.63 M-089 cum 135.00 M-090 litre 120.00 M-091 each 774.40 M-092 cum 23.650 M-093 metre 25725.00 M-094 100 nos 600.00 M-095 kg 525.00 M-096 kg 720.00 M-097 kg 12.00 M-098 kg 637.50
Acrylic polymer bonding coat
Binding wire
Curing compound
Delineators from ISI certified firm as per the standard drawing given in IRC - 79
Elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of IRC: 83 (part II),
Bearing (Forged steel roller bearing of 250 tonne
Bearing (PTFE sliding plate bearing assembly of 80 tonnes )
Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation)
Bitumen (Cutback ) Ex- Barauni Packed(60/70)
Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components
Bearing (Supply of sliding plate bearing of 80 tonne)
Copper Plate(12m long x 250mmwide)
Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each AC pipe 100 mm dia
Aluminium alloy/galvanised steel
Bitumen (emulsion) Ex- Patna (M.S) Packed Bitumen ( Cationic Emulsion ) Ex- Patna (M.S) Packed
Epoxy compound with accessories for preparing epoxy mortar
Epoxy primer C.I.shoes for the pile
Connectors/ Staples
Bitumen (60-70 grade) Ex- Barauni Packed
Bitumen (modified graded) Ex - Barauni (CRMB - 55) Packed Road Stud with Micro Prismatic lense reflectors( with shank)
Epoxy mortar
Compressible Fibre Board(20mm thick)
Corrugated sheet, 3 mm thick, "Thrie" beam section railing Bentonite
Description
Epoxy resin-hardner mix for prime coat Coller for joints 300 mm dia
Earth Cost or compensation for earth taken from private land Bitumen (80-100 grade ) Ex- Barauni Packed
Cement (OPC) at Patna TMT bars (HYSD Bars) ( average rate of Fe 500)
Credit for excavated rock found suitable for use Alluminium Paint
Corrosion resistant Structural steel Aluminium alloy plate 2mm Thick
Barbed wire
Brick - Patna Urban
Bearing (Cast steel rocker bearing assembly of 250 tonne )
Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable
Bearing (Cost of parts)
RCD/SOR_8th edition_April 2013
M-099 each 45.00 M-100 each 30.00 M-101 nos 14.87 M-102 sqm 93.906 M-103 kg 43.29 M-104 kg 643.63 M-105 sqm input M-106 sqm input M-107 sqm 103.13 M-108 sqm 80.63 M-109 sqm 80.63 M-110 nos 15.00 M-111 hour 150.00 M-112 kg 3.89 M-113 kg 3.89 M-114 metre 202.50 M-115 metre 202.50 M-116 each 30.00 M-117 metre input M-118 litre 195.17 M-119 tonne 66566.75 M-120 kg 24.00 M-121 sqm 37.50 M-122 litre input M-123 nos 32.07 M-124 kg 58.05 M-125 kg 22.20 M-126 tonne 43971.42 M-127 metre 28350.00 M-128 metre input M-129 nos input M-130 kg 58.03 M-131 litre 217.80 M-132 litre 217.80 M-133 sqm input M-134 metre 25.58 M-135 metre 108.00 M-136 kg 68.40 M-137 metre 165.00 M-138 sqm 15.00 M-139 nos input M-140 metre input Gelatin 80%M.S.shoes @ 35 Kg per pile of 15 m
Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams,chloroprene seal, anchorage elements, support and control system,all steel sections protected against corrosion and installed by the manufacturer or his authorised representative
GI bolt 10 mm Dia
Hedge plants
Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size. Flag of red color cloth 600 x 600 mm
Geonets
Nipples 12mm
Galvanised structural steel plate 200 mm wide, 6 mm thick, 24 m long
Mild Steel bars (Average of M6)
Jute netting, open weave, 2.5 cm square opening for seeding and Mulching HTS strand
Geotextile
M.S. Clamps Geotextile filter fabric
Grouting pump with agitator
HDPE pipes 75mm dia HDPE pipes 90mm dia
Perforated geosynthetic pipe 150 mm dia Paving Fabric
Polymer braids Joint Sealant Compound
Hot applied thermoplastic compound (Sp. Gravity - 2.10)
M.S. Clamps Grass (Fine)
LDO for steam curing Geo grids Geomembrane Galvanised MS flat clamp
Helical pipes 600mm diameter Grass (Doob)
Plastic sheath, 1.25 mm thick for dowel bars Paint
Pavement Marking Paint
Pesticide
Plastic tubes 50 cm dia, 1.2 m high
Modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative
Perforated pipe of cement concrete, internal dia 100 mm
Pipes 200 mm dia, 2.5 m long for drainage Nuts and bolts
Flowering Plants
RCD/SOR_8th edition_April 2013
M-141 sqm 937.50 M-142 cum 617.12 M-143 metre input M-144 sqm 937.50 M-145 kg input M-146 kg 12.00 M-147 kg input M-148 cum 294.26 M-149 metre 2811.63 M-150 metre 3997.25 M-151 metre 514.90 M-152 kg 63.43 M-153 metre input M-154 metre input M-155 metre input M-156 metre input M-157 metre input M-158 each 7.50 M-159 nos 6.73 M-160 each 22.50 M-161 nos 75.00Pre-moulded asphalt filler board
Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Galvanised carbon steel strips)
Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness.
Pre-coated stone chips of 13.2 mm nominal size
Scrap tyres of size 900 x 20
Sand bags (Cost of sand and Empty cement bag) Sapling 2 m high 25 mm dia
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Glass reinforced polymer/fibre reinforced polymer/polymeric strips)
RCC Pipe NP 4 heavy duty non presure pipe 1200 mm dia Pre moulded Joint filler,25 mm thick for expansion joint.
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips) Primer
Random Rubble Stone
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. Aluminium strips) Quick setting compound
Reflectorising glass beads
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Stainless steel strips) RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia
RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia
Rivets
RCD/SOR_8th edition_April 2013
M-162 kg 30.00 M-163 cum 23.65 M-164 sqm 15.00 M-165 metre 82.50 M-166 each 15.00 M-167 cum 675.00 M-168 each input M-169 cum 294.26 M-170 each input M-171 each input M-172 nos 120.00 M-173 kg 39.52 M-174 metre 123.54 M-175 metre 221.11 M-176 kg 38.29 M-177 kg 38.29 M-178 metre 7980.95 M-179 tonne 44879.36 M-180 kg 150.00 M-181 sqm input M-182 each 11.25 M-183 nos input M-184 each 37.50 M-185 cum 41550.00 M-186 nos input M-187 nos 45.00 M-188 tonne 3069.00 M-189 KL 225.00 M-190 litre 110.85 M-191 kg 37.07 M-192 kg 37.07 M-193 each 24.00 M-194 each 580.50 M-195 cum input M-196 each 30.00M-197 Bituen (30/40 grade) Ex-Barauni Packed MT 51378.00
M-198 each 4.501
M-199 Paver Block (Excluding VAT )
(i) M -35 Grade and 60 mm thickness sqm 441.40
sqm 449.33 sqm 463.44
(ii) M-40 Grade and 80mm thickness sqm 506.60
sqm 519.82 sqm 536.56
M-200 Kerb- Stone Block- M30 Grade (Size375mm x 300mm x150mm ) each 95.75
(a) White (b) Red (c) Yellow (a) White (b) Red (c) Yellow
Fly Ash Brick conforming to IS: 3812 ( Part I & II ) (Excluding the carrige cost* of Fly Ash from point of production to Kiln site) (*Carrige cost of fly ash is same as sand)
Square Rubble Coursed Stone Sheathing duct
Unslaked lime Through and bond stone
Wooden staff for fastening of flag 25 mm dia, 1.0 m long Tiles size 300 x 300 mm and 25 mm thick
Steel wire rope 20 mm
Super plastisizer admixture IS marked as per 9103-1999
Synthetic Geogrids as per clause 3102.8 and approved design and specifications.
Traffic cones with 150 mm reflective sleeve Structural Steel ( average rate of M6+M8+M9)
Wooden ballies 8" Dia and 9 m long (9 m @ Rs. 64.5.00/m) Wooden ballies 2" Dia for bracing
Wire mesh 50mm x 50mm size of 3mm wire Strip seal expansion join
Steel wire rope 40 mm
Timber
Selected earth (Including royality @ Rs. 22.0 per cum & compensation @ Rs. 1.65 per cum)
Wooden packing Water
Welded steel wire fabric Tie rods 20mm diameter
Water based cement paint Sodium vapour lamp
Tube anchorage set complete with bearing plate, permanent wedges etc Steel drum 300 mm dia 1.2 m high/empty bitumen drum
Steel pipe 25 mm external dia as per IS:1239
Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing Separation Membrane of impermeable plastic sheeting 125 micron thick Seeds
Steel pipe 50 mm external dia as per IS:1239 Steel helmet and cushion block on top of pile head during driving.
Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level
Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level Shrubs
RCD/SOR_8th edition_April 2013
Overheads for Road Works 0.1
Contractors profit for Road Works 0.1
Overheads for Bridge Works 0.25
Overheads for Bridge Works (Rehabilitation) 0.3
Contractors profit for Bridge Works 0.1
Lead from Mixing Plant to working site 1 km
Lead for E/W borow area to site 1 km
for input of Overheads or Contractors profit please type in column C as like below
Type symbol of apostrope(') then input value then one space then symble of percentage (%) for example ' 08 %
RCD/SOR_8th edition_April 2013
Items No. Unit Rate
Item 8.3 per cm height per letter 0.34 Item 8.8 sqm 57.00 Item 8.9 sqm 50.00 Item 12.6 (B) cum 3943.00
Item 12.6 (A) cum 3074.00
Item 12.6 (D) cum 1899.00
Item 12.7 (A ) cum 2680.00
Item 12.7
(Addl.B) cum 2132.00
Item 12.8 (A) cum 3733.00
Item 12.8 (A) cum 2611.00
Item 12.8 (B) PCC cum 2841.00 Item 12.8 (C) cum 2908.00 Item 12.8 (C) RCC cum 4160.00 Item 12.8 (C) cum 2910.00 Item 12.8 (D) cum 3143.00 Item 12.8 (D) cum 4489.00 Item 12.8 (D) cum 3147.00
Item 12.8 (E) cum 3214.00
Item 12.8 (E) cum 3457.00
Item 12.8 (F) cum 3176.00 Item 12.8 (F) cum 3177.00 Item 12.8 (G) cum 3232.00 Item 12.8 (G) cum 3235.00 Item 12.8 (H) Case I cum 3315.00 Item 12.8 (H) Case II cum 5058.00 Item 12.8 (H) cum 3678.00 Item 12.8 (H) cum 3572.00 Item 12.11 (C) i cum 3350.00 Item 12.11 (C) i cum 3220.00 Item 12.11 (C) ii cum 3540.00 Item 12.11 (C) ii cum 3409.00
RCC Grade M35 excluding OH & CP for Open Foundation by Batching Plant
RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant
RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer RCC Grade M35 including OH & CP for Open Foundation by Batching Plant
PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer Summary of Rates calculated and used for analysis of rates of other items
PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant
PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant
PCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer RCC Grade M20 including OH & CP for Open Foundation by Batching Plant
RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer Cement mortor 1:3 (Excluding OH & CP)
Cement mortor 1:6 (Excluding OH & CP)
Random Rubble masonary in cement mortor 1:6 (including OH & CP) PCC Grade M15 including OH & CP for Open Foundation by Mixer Course Rubble masonary in cement mortor 1:3 (including OH & CP)
RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M25 including OH & CP for Open Foundation by Batching Plant
PCC Grade M15 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer Printing new letter and figures of any shade (ii) English Roman
Painting Two Coats on New Concrete Surfaces Painting angle iron post two coats
Cement mortor 1:2 (Excluding OH & CP)
RCD/SOR_8th edition_April 2013
Item 12.11 (C) iii cum 3573.00 Item 12.11 (C) iii cum 3443.00 Item 12.11 (C) iv cum 3650.00 Item 12.11 (C) iv cum 5049.00 Item 12.11 (C) iv cum 3518.00 Item 12.11 (F) iv cum 4699.00 Item No. 3.13 A cum 159.00 Item No. 3.13 B cum 45.00Item 14.1(A) cum 4745.00
Item 14.1(B) cum 5273.00
Item 14.1(E) cum 6317.00
Item 14.1(C) case II cum 3883.00 Item 14.1(C) case II cum 3238.00 Item 14.2 A tonne 47355.00 Item 13.6 tonne 64324.00 Item 5.17 sqm 39.98 Item 5.21 Case-I sqm 55.00 Item 5.21 Case-II sqm 68.00 Item 5.21 Case-III sqm 90.00 Item 5.21 Case-IV sqm 165.00 Item 5.15 Case-I sqm 67.00 Item 5.15 Case-II sqm 47.00 Item 5.15 Case-III sqm 29.10 Item 5.9 Case-I sqm 80.00 Item 5.9
Case-II Surface Dressing Case II, 13 mm nominal chipping size sqm 68.00
Fog Seal
Crack Prevention courses. Case-I Stress Absorbing Membrane (SAM) crack width less than 6 mm Crack Prevention courses. Case-II Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm
Crack Prevention courses. Case-III Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 %
RCC Grade M30 for super-structure excluding formwork and excluding OH & CP by Batching Plant Supplying ,fitting and placing HYSD bar reinforcement in super-structure exncluding OH & CP
Slurry Seal Case II, 3 mm thickness Excavation for Structures (Mechenical Meanse)
RCC Grade M20 for super-structure including OH & CP by Batching Plant RCC Grade M25 for super-structure including OH & CP by Batching Plant
Slurry Seal Case III, 1.5 mm thickness
Surface Dressing Case I, 19 mm nominal chipping size
PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant
Crack Prevention courses. Case-IV Bitumen Impregnated Geotextile Slurry Seal Case I, 5 mm thickness
Supplying, fitting and placing HYSD including OH & CP for sub-structure PSC Grade M-40 for super-structure including OH & CP by Batching Plant
RCC Grade M30 for super-structure including formwork and excluding OH & CP by Batching Plant
PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M35 including OH & CP for Well Foundation (Bottom Plug) by Batching Plant
PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant
RCC Grade M35 including OH & CP for Well Foundation (Well Cap) by Batching Plant Excavation for Structures (Manual Means)