60525950 Standard Data Book Road Bridge

7/31/2019 60525950 Standard Data Book Road Bridge

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This softawre is based on Standard Data book for analysis of Rates for Road and Bridge

Works

This Software runs on Microsoft Excel

INPUT- Input the usage rates of Plant & Machinery, labour and material as applicable

SUMMARY - In this sheet summary of all the rates analysized is presentedANALYSIS- The analysis has been presented in 16 nos. of spread sheets

Worksheet- 1 : CHAPTER-1 CARRIAGE OF MATERIALS

Worksheet- 2 : CHAPTER-2 SITE CLEARANCE

Worksheet- 3 : CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE

Worksheet- 4 : CHAPTER-4 SUB-BASES, BASES (NON- BITUMINOUS) AND

SHOULDERS

Worksheet- 5 : CHAPTER-5 BASES AND SURFACE COURSES (BITUMINOUS)

Worksheet- 6 : CHAPTER-6 CEMENT CONCRETE PAVEMENTS

Worksheet- 7 : CHAPTER-7 GEOSYNTHETICS AND REINFORCED EARTH

Worksheet- 8 : CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD

APPURTENANCES

Worksheet- 9 : CHAPTER-9 PIPE CULVERTS

Worksheet- 10 : CHAPTER-10 MAINTENANCE OF ROADS

Worksheet- 11 : CHAPTER-11 HORTICULTURE

Worksheet- 12 : CHAPTER-12 FOUNDATIONS

Worksheet- 13 : CHAPTER-13 SUB-STRUCTURE

Worksheet- 14 : CHAPTER-14 SUPER-STRUCTURE

Worksheet- 15 : CHAPTER-15 RIVER TRAINING AND PROTECTION WORKS

Worksheet- 16 : CHAPTER-16 REPAIR AND REHABILITATION


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P&M-001 Air Compressor capacity in cfm 170/250

P&M-002 Batching and Mixing Plant (a) 30 cum capacity cum/hour 20

P&M-003 Batching and Mixing Plant (b) 15 - 20 cum capacity cum/hour 13

P&M-004 Bitumen Pressure Distributor sqm/hour 1750

P&M-005 Bitumen Boiler oil fired capacity in litre 1500

P&M-006 Concrete Paver Finisher with 40 HP Motor cum / hour 20

P&M-007 Concrete Pump of 45 & 30 cum capacity cum / hour 33 / 22

P&M-008 Concrete Bucket capacity in cum 1

P&M-009 Concrete Mixer (a) 0.4/0.28 cum cum/hour 2.5

P&M-010 Concrete Mixer (b) 1 cum cum/hour 7.5

P&M-011 Crane (a) 80 tonnes

P&M-012 Cranes b) 35 tonnes

P&M-013 Cranes c) 3 tonnes

P&M-014 Dozer D - 80 - A 12 cum/hour 300/ 150/250

P&M-015 Dozer D - 50 - A 15 cum/hour 200/ 120/150

P&M-016 Emulsion Pressure Distributor sqm/hour 1750

P&M-017 Front End loader 1 cum bucket capacity cum/hour 60 /25

P&M-018 Generator (a) 125 KVA KVA 100

P&M-019 Generator( b) 63 KVA KVA 50

P&M-020 GSB Plant 50 cum cum/hour 40

P&M-021 Hotmix Plant - 120 TPH capacity cum/hour 40

P&M-022 Hotmix Plant - 100 TPH capacity cum/hour 30

P&M-023 Hotmix Plant - 60 to 90 TPH capacity cum/hour 25

P&M-024 Hotmix Plant - 40 to 60 TPH capacity cum/hour 17

P&M-025 Hydraulic Chip Spreader sqm/hour 1500

P&M-026 Hydraulic Excavator of 1 cum bucket cum/hour 60 /60 /60

P&M-027 Integrated Stone Crusher 100THP TPH 100

P&M-028 Integrated Stone Crusher 200 HP TPH 200

P&M-029 Kerb Casting Machine Rm/hour 80

P&M-030 Mastic Cooker capacity in tonne 1

P&M-031 Mechanical Broom Hydraulic sqm/hour 1250

P&M-032 Motor Grader 3.35 mtr blade cum/hour 200/200/50/50

P&M-033 Mobile slurry seal equipment sqm/hour 2700

P&M-034Paver Finisher Hydrostatic with sensor control 100

TPHcum/hour 40

P&M-035 Paver Finisher Mechanical 100 TPH cum/hour 40/30

P&M-036 Piling Rig with Bantonite Pump Rm/hour 2 to 3

P&M-037 Pneumatic Road Roller cum/hour 25

P&M-038 Pneumatic Sinking Plant cum/hour 1.5 to 2.00

P&M-039 Pot Hole Repair Machine cum/hour 4

P&M-040 Prestressing Jack with Pump & access

P&M-041 Ripper cum/hour 60

P&M-042 Rotavator cum/hour 25

P&M-043 Road marking machine Sqm/hour 100

P&M-044 Smooth Wheeled Roller 8 tonne cum/hour 70/25

P&M-045 Tandem Road Roller cum/hour 30

P&M-046 Tipper - 5 cum Capacity in cum 5.5

P&M-047 Tipper - 5 cum Capacity in cum 5.5 to

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

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

Mastic Wearing coat

Kerb Making

Crushing of Spalls

Crushing of Spalls

Paving of DBM/ BM/SDC/ Premix

Mixing and laying slurry seal

Clearing /Spreading /GSB /WBM

Surface Cleaning

Pneumatic Sinking of wells

Rolling of Asphalt Surface

0.75 m dia to 1.2 m dia Boring attachment

Paving of WMM /Paving of DLC

Scarifying

Scarifying

Stressing of steel wires/stands

Repair of potholes

Transportation of soil, GSB, WMM, Hotmix

etc.

Rolling of Aspalt Surface

Soil Compaction /BM Compaction

Road marking

Transportation of soil, GSB, WMM, Hotmix

etc.

(A) Usage Rates of Plant and Machinery

Sl. No. Description of Machine ActivityOutput of

MachineOutput


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P&M-050 Transit Mixer 4/4.5 cum cum/hour 4.5

P&M-051 Transit Mixer 3.0 cum cum/hour 3

P&M-052 Transit Mixer 3.0 cum cum/hour 3

P&M-053 Tractor capacity in HP 50

P&M-054 Tractor with Rotevator

P&M-055 Tractor with Ripper

P&M-056 Truck 5.5 cum per 10 tonnes capacity/cum 4.5



P&M-059 Vibratory Roller 8 tonne cum/hour 100/60/60

P&M-060 Water Tanker capacity in KL 6

P&M-061 Water Tanker capacity in KL 6

P&M-062 Wet Mix Plant 60 TPH cum/hour 25

Sl. No.

P&M-063

P&M-064

P&M-065

P&M-066

P&M-067

P&M-068

P&M-069

P&M-070

P&M-071

P&M-072

P&M-073

P&M-074

P&M-075

P&M-076

P&M-077

P&M-078

P&M-079P&M-080

P&M-081

P&M-082

P&M-083

P&M-084

P&M-085

P&M-086

P&M-087

P&M-088

P&M-089

P&M-090

P&M-091

P&M-092

P&M-093

P&M-094

Transportation of Concrete Mix to site

Pulling



Material Transport

Material Transport

Material Transport

Rate of Tractor 6+ Ripper

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

Rate of Tractor + Rotevator

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




Crane 40 T capacity

Crane with grab 0.75 cum capacity

Compressor with guniting equipment along with accessories

Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour.

Epoxy Injection gun

Generator 33 KVAGenerator 100 KVA

Generator 250 KVA

Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.

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)

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


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Sl. No. U

L-01 d

L-02 d

L-03 d

L-04 d

L-05 d

L-06 d

L-07 d

L-08 d

L-09 d

L-10 d

L-11 d

L-12 d

L-13 d

L-14 d

L-15 d

L-16 d

L-17 d

L-18 d

L-19 d

M-001 c

M-002 c

M-003 c

M-004 c

M-005 c

M-006 c

M-007 c

M-008 C

M-009 C

M-010 C

Description

Granular Material or hard murrum for GSB works at Mixing Plant

Mate / Supervisor

Mazdoor

Mazdoor/Dresser (Semi Skilled)

Mazdoor/Dresser/Sinker (Skilled)

Mali

Mason (IInd class)

Description of Labour

Mason (Ist class)

Chiseller (Head Mazdoor)

Driller (Jumper)

Diver

Blacksmith (IInd class)

Blaster (Stone cutter)

Carpenter I Class

(C) Materials

Sl. No. U

Operator(grouting)

Fitter

Medical Officer

Painter I class

Stone Boulder of size 150 mm and below at Cruser Plant

Fine sand at Site

Moorum at Site

Gravel/Quarry spall at Site

Granular Material or hard murrum for GSB works at Site

Supply of quarried stone 150 - 200 mm size for Hand Broken at site

Boulder with minimum size of 300 mm for Pitching at Site

Coarse sand at Mixing Plant

Coarse sand at Site

Para medical personnel

Blacksmith (Ist class)/ Welder/ Plumber/ Electrician

(B) Labour


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UnitRa

(HM

M-013 cum inpu

M-014 cum inpu

M-015 cum inpu

M-016 cum inpu

M-017 cum inpu

M-018 cum inpu

M-019 inpu

M-020 cum inpu

M-021 cum inpu

M-022 cum inpu

M-023 inpu

M-024 cum inpu

M-025 cum inpu

M-026 cum inpu

M-027 cum inpu

M-028 cum inpu

M-029 cum inpu

M-030 cum

M-031 cum inpu

M-032 cum inpu

M-033 cum inpu

M-034 cum inpu

M-035 cum inpu

M-036 cum inpu

M-037 cum inpu

M-038 cum inpu

M-039 cum inpu

M-040 cum

M-041 cum inpu

M-042 cum inpu

M-043 cum inpu

M-044 cum

M-045 cum inpu

M-046 cum

M-047 cum inpu

M-048 cum inpu

M-049 cum inpu

M-050 cum inpu

M-051 cum inpu

M-052 cum inpu

M-053 cum inpu

M-054 cum inpu

M-055 cum inpu

Sl. No.

M-056

M-057

M-058

Acrylic polymer bonding coat

Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve.

Description

AC pipe 100 mm dia

Coarse graded Granular sub-base Material 2.36 mm & below

Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm

Description

Aggregates 20 mm nominal size





Aggregates 13.2/12.5 mm nominal size

Alluminium Paint

Close graded Granular sub-base Material 53 mm to 9.5 mm

Close graded Granular sub-base Material 26.5 mm to 9.5 mm


Aggregates 25 mm to 10 mm

Aggregates 63 mm to 2.8 mm

Aggregates 13.2 mm to 10 mm


Aggregates 13.2 mm to 5.6 mm










Close graded Granular sub-base Material 2.36 mm

Close graded Granular sub-base Material 4.75mm to 2.36 mm

Close graded Granular sub-base Material 4.75mm to 75 micron mm




Coarse graded Granular sub-base Material 53 mm to 26 .5mm








Aggregates below 5.6 mm


Coarse graded Granular sub-base Material 4.75mm to 75 micron mm


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M-062

M-063

M-064

M-065

M-066

M-067

M-068

M-069

M-070

M-071

M-072

M-073

M-074

M-075

M-076

M-077

M-078

M-079

M-080

M-081

M-082

M-083

M-084

M-085

M-086

M-087

M-088

M-089

M-090

M-091

M-092

M-093

M-094

M-095

M-096

M-097

M-098

M-099

M-100

M-101

M-102

M-103

M-104

M-105

M-106

M-107

M-108

M-109

M-110

M-111

Gelatin 80%

Binding wire

Epoxy compound with accessories for preparing epoxy mortar

Compressible Fibre Board(20mm thick)

Bearing (Supply of sliding plate bearing of 80 tonne)

Geotextile filter fabric

Curing compound

Delineators from ISI certified firm as per the standard drawing given in IRC - 79

Copper Plate(12m long x 250mmwide)

Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each

Aluminium studs 100 x 100 mm fitted with lense reflectors

Epoxy mortar

Geotextile

GI bolt 10 mm Dia

Epoxy resin-hardner mix for prime coat

Credit for excavated rock found suitable for use

Corrugated sheet, 3 mm thick, "Thrie" beam section railing

Epoxy primer

Flag of red color cloth 600 x 600 mm

Barbed wire

Brick

Bearing (Cast steel rocker bearing assembly of 250 tonne )

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 )

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

Bitumen (emulsion)

Bentonite

Bitumen ( Cationic Emulsion )

C.I.shoes for the pile

Connectors/ Staples

Bitumen (60-70 grade)

Bitumen (modified graded)

Bitumen (80-100 grade )

Cement

Cold twisted bars (HYSD Bars)

Coller for joints 300 mm dia

Galvanised structural steel plate 200 mm wide, 6 mm thick, 24 m long

Grouting pump with agitator

Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size.

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),

Geomembrane

Geonets

Corrosion resistant Structural steel

Galvanised MS flat clamp

G (D b)

Flowering Plants

Bearing (Cost of parts)

Earth Cost or compensation for earth taken from private land

Geo grids


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M-116

M-117

M-118

M-119

M-120

M-121

M-122

M-123

M-124

M-125

M-126

M-127

M-128

M-129

M-130

M-131

M-132

M-133

M-134

M-135

M-136

M-137

M-138

M-139

M-140

M-141

M-142

M-143

M-144M-145

M-146

M-147

M-148

M-149

M-150

M-151

M-152

M-153

M-154

M-155

M-156

M-157

M-158

M-159

M-160

M-161

M-162

M-163

Nipples 12mm

Pre-moulded asphalt filler board

Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days

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

M.S. Clamps

Paving Fabric

Mild Steel bars

Jute netting, open weave, 2.5 cm square opening for seeding and Mulching

HTS strand

Hedge plants

M.S. Clamps

S ti M b f i bl l ti h ti 125 i thi k

Joint Sealant Compound

Pre-coated stone chips of 13.2 mm nominal size

Perforated geosynthetic pipe 150 mm dia

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

Selected earth

Scrap tyres of size 900 x 20

Seeds

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)


Pre moulded Joint filler,25 mm thick for expansion joint.

Polymer braids

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.

LDO for steam curing

Perforated pipe of cement concrete, internal dia 100 mm

Plastic sheath, 1.25 mm thick for dowel bars

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips)

Primer

Hot applied thermoplastic compound

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


Pipes 200 mm dia, 2.5 m long for drainage

Rivets

Helical pipes 600mm diameter

Paint

Pavement Marking Paint

Nuts and bolts


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M-168

M-169

M-170

M-171

M-172

M-173

M-174

M-175

M-176

M-177

M-178

M-179

M-180

M-181

M-182

M-183

M-184

M-185

M-186

M-187

M-188

M-189

M-190

M-191

M-192

M-193

M-194

M-195

M-196

Square Rubble Coursed Stone

Unstaked lime

Through and bond stone

Timber

Wooden staff for fastening of flag 25 mm dia, one 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

Wooden ballies 8" Dia and 9 m long

Wooden ballies 2" Dia for bracing

Wire mesh 50mm x 50mm size of 3mm wire

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

Strip seal expansion join

Steel wire rope 40 mm

Steel pipe 25 mm external dia as per IS:1239

Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level

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


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Overheads for Road Works 2.244%

Contractors profit for Road Works 5%

Overheads for Bridge Works 10%

Overheads for Bridge Works (Rehabilitation) input

Contractors profit for Bridge Works 10%

Lead from Mixing Plant to working site 35 km

Lead for E/W borow area to site input km

Lead for fly ash from source to site input km

for input of Overheads or Contractors profit please

Type symble of apostrope(') then input value the

percentage (%) for example


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Items No.

Item 8.3pe

Item 8.8

Item 8.9

Item 12.6 (B)

Item 12.6 (A)

Item 12.6 (D)

Item 12.7 (A )

Item 12.7 (Addl) B)

Item 12.8 (A)

Item 12.8 (A)

Item 12.8 (B) PCC

Item 12.8 (C)

Item 12.8 (C) RCC

Item 12.8 (C)

Item 12.8 (D)

Item 12.8 (D)

Item 12.8 (D)

Item 12.8 (E)

Item 12.8 (E)

Item 12.8 (F)

Item 12.8 (F)

Item 12.8 (G) Item 12.8 (G)

Item 12.8 (H)

Item 12.8 (H)

Item 12.8 (H)

Item 12.8 (H)

Item 12.11 (C) i

Item 12.11 (C) i

Item 12.11 (C) ii

Item 12.11 (C) ii

Item 12.11 (C) iii

Item 12.11 (C) iii

Item 12.11 (C) iv

Item 12.11 (C) iv

Item 12.11 (C) iv

Item 12.11 (F) iv

Item No. 3.13

Item No. 3.13

Item 14.1(A)

Item 14.1(B) Item 14.1(E)

Item 14.1(C)

Item 14.1(C)

Item 14.2 A

Item 13.6

Item 5.17

Item 5.21 Case-I

Item 5.21 Case-II

Item 5.21 Case-IV

Item 5.21 Case-IV

Summary of Rates calculated and used for analysis of rates of other items

Crack Prevention courses. Case-IV Bitumen Impregnated Geotextile

Supplying, fitting and placing HYSD including OH & CP for sub-structure

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

Excavation for Structures (Manual Means)

Excavation for Structures (Mechenical Meanse)

RCC Grade M20 for super-structure including OH & CP by Batching Plant

RCC Grade M20 for super-structure including OH & CP by Batching PlantRCC Grade M20 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

PCC Grade M35 including OH & CP for Well Foundation (Well Cap) by Batching Plant



Batching Plant



Batching Plant

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



Batching Plant

RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by MixerRCC 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 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



PCC Grade M25 including OH & CP for Open Foundation by Batching Plant

PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant




RCC Grade M20 including OH & CP for Open Foundation by Batching Plant

Cement mortor 1:3 (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)

Printing new letter and figures of any shade (ii) English Roman

Painting Two Coats on New Concrete Surfaces

Painting angle iron post two coats



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Item 5.9 Case-II Surface Dressing Case-II 13 mm nominal size chipping


13/361

Sr No

Ref. to

MoRTH

Spec.

Description Unit Quantity Rate Rs Cost RsRemarks/

Input ref.

1.1 Loading and unloading of stone boulder / stone

aggregates / sand / kanker / moorum.

Placing tipper at loading point, loading with front end loader,

dumping, turning for return trip, excluding time for haulage

and return tripUnit : cum

Taking output = 5.5 cum

Time required for

i) Positioning of tipper at loading point 1 Min

ii) Loading by front end loader 1 cum bucket capacity @

25 cum per hour

13 Min

iii) Maneuvering, reversing, dumping and turning for

return

2 Min

iv) Waiting time, unforeseen contingencies etc 4 Min

Total 20 Min

a) Machinery

Tipper 5.5 tonnes capacity hour 0.330 497.00 164.01 P&M-048

Front end-loader 1 cum bucket capacity @ 25 cum/hour hour 0.330 1042.00 343.86 P&M-017

b) Overheads @ 2.244% on (a) 11.40

c) Contractors profit @ 5% on (a+b) 25.96

Cost for 5.5 cum = a+b+c 545.23

Rate per cum = (a+b+c)/ 5.5 99.13

Note Unloading will be by tipping. say 99.00

1.4 Cost of Haulage Excluding Loading and Unloading

Haulage of materials by tipper excluding cost of loading,

unloading and stacking.

Unit : t.km

Taking output 10 tonnes load and lead 10 km = 100 t.km

1.4(I) Case I Surfaced RoadSpeed with load : 25 km / hour.

Speed while Returning empty : 35 km / hour.

a) Machinery.

i) Tipper 10 tonne capacity

Time taken for onward haulage with load hour 0.400 497.00 198.80 P&M-048

Time taken for empty return trip. hour 0.290 497.00 144.13 P&M-048

b) Overheads @ 2.244% on (a) 7.70


cost for 100 t km = a+b+c 368.16

Rate per t.km = (a+b+c)/100 3.68

say 3.70

1.4(II) Case II Unsurfaced Gravelled Road

Speed with load : 20 km / hourSpeed for empty return trip : 30 km / hour

a)Machinery

Tipper 10 tonnes capacity

Time taken for onward hanlage with load hour 0.500 497.00 248.50 P&M-048

Time taken for empty return trip hour 0.330 497.00 164.01 P&M-048

b) Overheads @ 2.244% on (a) 9.26


Cost for 100 t .km = a+b+c 442.86

Rate per t.Km = (a+b+c)/100 4.43

Page 11 of 362


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say 4.40

1.4(III) Case III Katcha Track and Track in river bed / nallah bed and

choe bed.

Speed with load : 10 km / hour

Speed while returning empty : 15 km / hour

a) Machinery

I) Tipper 10 tonnes capacity

Time taken for onward haulage hour 1.000 497.00 497.00 P&M-048

Time taken for empty return trip hour 0.670 497.00 332.99 P&M-048

b) Overheads @ 2.244% on (a) 18.62


Cost for 100 t .km = a+b+c 891.05

Rate per t.Km = (a+b+c)/100 8.91

say 8.90

1.5 Hand Broken Stone Aggregates 63 mm nominal size

Supply of quarried stone, hand breaking into coarse

aggregate 63 mm nominal size (passing 80 mm and retained

on 50 mm sieve) and stacking as directedUnit : cum

Taking output = 1 cum

a) Labour

Mate day 0.060 350.00 21.00 L-12

Mazdoor day 1.500 180.00 270.00 L-13

b) Material

Supply of quarried stone 150 - 200 mm size cum 1.100 input #VALUE! M-002

c) Overheads @ 2.244% on (a+b) #VALUE!

d) Contractors profit @ 5% on (a+b+c) #VALUE!

Rate per cum = a+b+c+d #VALUE!

say #VALUE!

1.6 Crushing of stone aggregates 13.2 mm nominal size.

Crushing of stone boulders of 150 mm size in an integrated

stone crushing unit of 200 tonnes per hour capacity

comprising of primary and secondary crushing units, belt

conveyor and vibrating screens to obtain stone aggregates of

13 mm nominal size.Unit : cum

Taking Output = 600 cum at crusher location.

a) Labour

Mate day 0.760 350.00 266.00 L-12

Mazdoor Skilled day 2.000 180.00 360.00 L-14

Mazdoor including breaking of any oversize boulder. day 17.000 180.00 3060.00 L-13

b) Material

Stone Boulder of size 150 mm and below cum 800.000 input #VALUE! M-001

c) MachineryIntegrated stone crusher of 200 TPH including belt

conveyor and vibrating screens

Hour 6.000 12936.00 77616.00 P&M-028

Front end loader 1 cum bucket capacity Hour 20.000 1042.00 20840.00 P&M-017

Tipper 5.5 cum capacity Hour 20.000 497.00 9940.00 P&M-048

d) Overheads @ 2.244% on (a+b+c) #VALUE!

e) Contractors profit @ 5% on (a+b+c+d) #VALUE!

Cost for 600 cum = a+b+c+d+e #VALUE!

Rate per cum = (a+b+c+d+e)*0.95/600 #VALUE!

say #VALUE!

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Note 1. 800 cum of stone boulders are needed to get 600 cum of

stone chips of size 13.2 mm.

2. 95% of above cost will be attr ibuted to the production of

600 cum of stone chips of 13.2 mm size and balance 5% to

the production of stone dust which comes out as a by-

roduct.3. The integrated stone crusher includes primary and

secondary crushing units.

1.7 Crushing of stone aggregates 20 mm nominal size







a) Labour

Mate day 0.760 350.00 266.00 L-12


Mazdoor including breaking of any size boulder. day 17.000 180.00 3060.00 L-13b) Material


c) Machinery

Integrated stone crusher of 200 TPH including belt

conve or and vibratin screens

Hour 6.000 12936.00 77616.00 P&M-028





Cost for 670 cum = a+b+c+d+e #VALUE!

Rate per cum = (a+b+c+d+e)*0.90/670 #VALUE!

say #VALUE!

Note 1. 800 cum of stone boulders are needed to get 600 cum ofstone chips of size 20 and 40 mm.


670 cum of stone aggregates of 20mm size and balance

10% will be for smaller size aggregates and stone dust which

comes out as a b - roduct.3. The integrated stone crusher includes primary and


1.8 Crushing of stone aggregates 40 mm nominal size







a) Labour

Mate day 0.760 350.00 266.00 L-12


Mazdoor day 17.000 180.00 3060.00 L-13

b) Material


c) Machinery

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Integrated stone crusher of 200 TPH including belt

conveyor and vibrating screens

Hour 6.000 12936.00 77616.00 P&M-028





Cost for 750 cum = (a+b+c+d+e)x0.85 #VALUE!

Rate per cum = (a+b+c+d+e)x0.85/750 #VALUE!

say #VALUE!

Note 1. 800 cum of stone boulders are needed to get 600 cum of

stone chips of size 13.2 mm.


750 cum of stone aggregates of 40mm size and balance

15% will be for smaller size aggregates and stone dust which

comes out as a b - roduct.3. The integrated stone crusher includes primary and


5.9 510 Surface Dressing

Providing and laying surface dressing as wearing course in

single coat using crushed stone aggregates of specified size

on a layer of bituminous binder laid on prepared surface androlling with 8-10 tonne smooth wheeled steel roller

Unit = sqm

Taking output = 9000 sqm

Case -1:-19 mm nominal chipping size

a) Labour

Mate day 0.440 350.00 154.00 L-12

Mazdoor day 9.000 180.00 1620.00 L-13

Mazdoor skilled day 2.000 250.00 500.00 L-15

b) Machinery

Mechanical broom @ 1250 sqm per hour hour 7.200 230.00 1656.00 P&M-031

Air compressor 250 cfm hour 7.200 285.00 2052.00 P&M-001

Hydraulic self propelled chip spreader @ 1500 sqm per

hour

hour 6.000 1700.00 10200.00 P&M-025

Tipper 10 tonne capacity for carriage of stone chips

from stockpile on road side to chip spreader

hour 6.000 497.00 2982.00 P&M-048

Front end loader 1 cum bucket capacity hour 6.000 1042.00 6252.00 P&M-017

Bitumen pressure distributor hour 6.000 819.00 4914.00 P&M-004

Smooth wheeled roller 8-10 tonne weight hour 6.000 470.00 2820.00 P&M-044

c) Material

Bitumen@ 1.20 kg per sqm tonne 10.800 22129.50 238998.60 M-074

Crushed stone chipping,19 mm nominal size @ 0.015

cum er s m

cum 135.000 input #VALUE! M-053

d) Overheads @ 2.244% on (a+b+c) #VALUE!e) Contractors profit @ 5% on (a+b+c+d) #VALUE!

Cost for 9000 sqm= a+b+c+d+e #VALUE!

Rate per sqm = (a+b+c+d+e)/9000 #VALUE!

say #VALUE!

Case - II13 mm nominal size chipping

a) Labour

Mate day 0.440 350.00 154.00 L-12

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Mazdoor day 9.000 180.00 1620.00 L-13


b) Machinery



Hydraulic self propelled chip spreader @ 1500 sqm per

hour

hour 6.000 1700.00 10200.00 P&M-025

Tipper 10 tonne capacity for carriage of stone chips

from stockpile on road side to chip spreader

hour 6.000 497.00 2982.00 P&M-048


Bitumen pressure distributor @ 1750 sqm per hour hour 6.000 819.00 4914.00 P&M-004

Vibratory roller 8-10 tonne weight hour 6.000 1339.00 8034.00 P&M-059

c) Material

Bitumen@ 1.00 kg per sqm tonne 9.000 22129.50 199165.50 M-074

Crushed stone chipping,13 mm nominal size @ 0.01

cum er s m






say #VALUE!

Note 1.Where the proposed aggregate fails to pass the stripping

test, an approved adhesion agent may be added to the

binder as per clause 510.2.4. Alternatively, chips may be pre

coated as er clause 510.2.52.Input for the second coat, where required, wi ll be the

same as per the Ist coat mentioned above

5.15 516 Slurry Seal

Providing andlaying slurry seal consisting of a mixture of fine

aggregates, portland cement filler, bituminous emulsion and

water on a road surface including cleaning of surface,mixing of slurry seal in a suitable mobile plant, laying and

com actin to rovide even ridin surfaceCase I 5 mm thickness

Unit = sqm

Taking output = 16000 sqm (80 cum)

Taking density of 2.2 tonnes per cum, weight of mix =

264 tonnes

weight of mix = 176 tonnes

a) Labour

Mate day 0.240 350.00 84.00 L-12

Mazdoor day 6.000 180.00 1080.00 L-13

b) Machinery

Mechanical broom hour 6.000 230.00 1380.00 P&M-031


Mobile slurry seal equipment hour 6.000 780.00 4680.00 P&M-033


Tipper 5.5 cum capacity for carriage of aggregate from

stockpile on road side to slurry equipment,bitumen

emulsion and filler.

hour 6.000 497.00 2982.00 P&M-048

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Pneumatic tyred roller with individual wheel load not

exceeding 1.5 tonnes

hour 6.000 892.00 5352.00 P&M-037

Water tanker6 KL capacity hour 2.000 300.00 600.00 P&M-060

c) Material

Residual Binder @ 11 % of mix 80 x 2.2 x 0.11 tonne 19.360 input #VALUE! M-077

Fine aggregate 4.75 mm and below 87 % of total mix,80

x 2.2 x 0.87 = 153.12 tonnes. Taking density1.5,=153.12/1.5 = 102.08 cum


Filler @ 2 % of total mix = 80 x 2.2 x 0.02 tonne 3.520 118.00 415.36 M-188

Cost of water KL 12.000 input #VALUE! M-189





say #VALUE!

Case II 3 mm thickness

Unit = sqm


a) Labour

Mate day 0.200 350.00 70.00 L-12

Mazdoor day 5.000 180.00 900.00 L-13

b) Machinery







emulsion and filler

hour 6.000 497.00 2982.00 P&M-048

Water tanker6 KL capacity hour 2.000 300.00 600.00 P&M-060c) Material

Residual Binder @ 13 % of mix = 60 x 2.2 x 0.13 tonne 17.160 input #VALUE! M-077

Fine aggregate 3 mm and below 85 % of total mix, 60x

2.2 x 0.85 = 112.2 tonnes. Taking density 1.5,


Filler @ 2 % of total mix =60x 2.2 x 0.02 tonne 2.640 118.00 311.52 M-188






say #VALUE!

Case III 1.5 mm thickness

Unit = sqm


a) Labour

Mate day 0.200 350.00 70.00 L-12

Mazdoor day 5.000 180.00 900.00 L-13

b) Machinery


Page 16 of 362


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emulsion and filler.

hour 6.000 497.00 2982.00 P&M-048

Water tanker6 KL capacity hour 2.000 300.00 600.00 P&M-060c) Material

Residual Binder @ 16 % of mix, 36 x 2.2 x 0.16 tonne 12.670 input #VALUE! M-077

Fine aggregate 2.36 mm and below,82 % of total

mix,36x 2.2 x 0.82 = 64.94 tonnes. Taking density 1.5


Filler @ 2 % of total mix = 36x 2.2 x 0.02 tonne 1.580 118.00 186.44 M-188






say #VALUE!

Note 1.Tack coat, if required to be provided, before laying slurry

seal may be measured and paid separately

5.17 518 Fog Spray

Providing and applying low viscosity bitumen emulsion for

sealing cracks less than 3 mm wide or incipient fretting or

disintegration in an existing bituminous surfacing.Unit = sqm


a) Labour

Mate day 0.120 350.00 42.00 L-12

Mazdoor day 3.000 180.00 540.00 L-13b) Machinery



Bitumen emulsion pressure distributor @ 1750 sqm per

hour

tonne 6.000 819.00 4914.00 P&M-004

c) Material

Bitumenemulsion @ 0.75 kg per sqm tonne 7.880 input #VALUE! M-077





say #VALUE!

1.In case it is decided by the engineer to blind the fog spray,

the following may be added

a) Labour

Mate day 0.160 350.00 56.00 L-12

Mazdoor for precoating of grit day 4.000 180.00 720.00 L-13

c) Material

Crushed stone grit 3 mm size @ 3.75 kg per sqm cum 26.250 input #VALUE! M-024

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Bitumenemulsion for precoating grit @ 2 % of grit,39.38

x 0.02

tonne 0.790 input #VALUE! M-077

#VALUE!

#VALUE!

say #VALUE!

5.21 522 Crack Prevention CoursesCase - I Stress Absorbing Membrane (SAM) crack width less

than 6 mm

Providing and laying of a stress absorbing membrane over a

cracked road surface, with crack width below 6 mm after

cleaning with a mechanical broom, using modified binder

complying with clause 521, sprayed at the rate of 9 kg per

10 sqm and spreading 5.6 mm crushed stone aggregates @

0.11 cum per 10 sqm with hydraulic chip spreader, sweeping

the surface for uniform spread of aggregates and surface

finished to conform to clause 902.

Unit = sqm

Taking output = 10500 sqma) Labour

Mate day 0.240 350.00 84.00 L-12

Mazdoor day 6.000 180.00 1080.00 L-13

b) Machinery




Hydraulic Chip spreader hour 6.000 1700.00 10200.00 P&M-025

Smooth wheeled road roller 8-10 tonne hour 6.000 470.00 2820.00 P&M-044

c) Material

Modified binder tonne 9.450 input #VALUE! M-078

Crushed stone aggregates 5.6 mm size cum 105.000 input #VALUE! M-050





say #VALUE!

Case - II Stress Absorbing Membrane (SAM) with crack width 6

mm to 9 mm

Providing and laying of a stress absorbing membrane over a

cracked road surface, with crack width 6 to 9 mm after

cleaning with a mechanical broom, using modified binder

complying with clause 521, sprayed at the rate of 11 kg per

10 sqm and spreading 11.2 mm crushed stone aggregates

@ 0.12 cum per 10 sqm, sweeping the surface for uniform

spread of aggregates and surface finished to conform to

clause 902.Unit = sqm


a) Labour

Page 18 of 362


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Mate day 0.240 350.00 84.00 L-12

Mazdoor day 6.000 180.00 1080.00 L-13

b) Machinery


Air compressor 250 cfem capacity hour 6.000 285.00 1710.00 P&M-001




c) Material


Crushed stone chipping 11.2 mm size cum 105.000 input #VALUE! M-051





say #VALUE!

Case III Stress Absorbing Membrane (SAM) crack width above 9

mm and cracked area above 50 %Providing and laying a single coatn of a stress absorbing

membrane over a cracked road surface, with crack width

above 9 mm and cracked area above 50 % after cleaning

with a mechanical broom, using modified binder complying

with clause 521, sprayed at the rate of 15 kgper 10 sqm and

spreading 11.2 mm crushed stone aggregates @ 0.12 cum

per 10 sqm, sweeping the surface for uniform spread of

aggregates and surface finished to conform to clause 902.

Unit = sqm


a) Labour

Mate day 0.240 350.00 84.00 L-12

Mazdoor day 6.000 180.00 1080.00 L-13


b) Machinery






c) Material


Crushed stone aggregates 11.2 mm size cum 126.000 input #VALUE! M-051d) Overheads @ 2.244% on (a+b+c) #VALUE!




say #VALUE!

Case IV Case - IV : Bitumen Impregnated Geotextile

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Providing and laying a bitumen impregnated geotextile layer

after cleaning the road surface, geotextile conforming to

requirements of clause 704.3, laid over a tack coat with 1.05

kg per sqm of paving grade bitumen 80 - 100 penetration and

constructed to the requirement of clause 704.4.5

Unit = sqm


a) Labour

Mate day 0.560 350.00 196.00 L-12

Mazdoor day 12.000 180.00 2160.00 L-13


b) Machinery



Bitumen pressure distributor @ 1750 sqm per hour tonne 2.000 819.00 1638.00 P&M-004

Pneumatic roller hour 2.000 892.00 1784.00 P&M-037

c) Material

Paving grade bitumen of 80 - 100 penetration @ 1.05

kg per sqm

tonne 3.680 input #VALUE! M-075

Geotextile including 10 % for overlaps sqm 3850.000 input #VALUE! M-108





say #VALUE!

NOTE As bitumen overlay construction shallfollow closely the fabric

placement on the same day, an output of 3500 sqm only has

been considered for the analysis which will cover a length of

500 m, of 7 m widecarriagway. This can be conveniently

overlaid by a bitumenious course in a day

8.3 801 Printing new letter and figures of any shade

Printing new letter and figures of any shade with synthetic

enamel paint black or any other approved colour to give an

even shade

ii) English and Roman

Hyphens and the like not to be measured and paid for

Detail for 100 letters of 16 cm height. i.e.1600 cm

Unit = per cm height per letter

a) Labour

Mate day 0.07 350 24.50

Painter Ist class day 1.25 250 312.50Mazdoor day 0.50 180 90.00

b) Material

Paint Litre 0.50 input #VALUE!



Cost for 1600 cm = a+b+c+d #VALUE!

Rate per cm height per letter = (a+b+c +d)/1600 #VALUE!

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say #VALUE!

8.8 803 Painting Two Coats on New Concrete Surfaces

Painting two coats after f il ling the surface with synthetic

enamel paint in all shades on new plastered concrete

surfaces

Unit = sqm


a) Labour

Mate day 0.12 350 42.00

Painter day 2.00 250 500.00

Mazdoor day 1.00 180 180.00

b) Material

Paint conforming to requirement of clause 803.3. Litre 6.00 input #VALUE!

Add for scaffolding @ 1% of labour cost where required #VALUE!



Cost for 40 sqm = a+b+c+d #VALUE!

Rate per sqm = (a+b+c+d)/40 #VALUE!

say #VALUE!

8.9 803 Painting on Steel Surfaces

Providing and applying two coats of ready mix paint of

approved brand on steel surface after through cleaning of

surface to give an even shade

Unit = sqm


a) Labour

Mate day 0.03 350 10.50

Painter day 0.45 250 112.50

Mazdoor day 0.25 180 45.00b) Material

Paint ready mixed approved brand. Litre 1.25 input #VALUE!

Add @ 1% on cost of material for scaffolding #VALUE!



Cost for 10 sqm = a+b+c+d #VALUE!

Rate per sqm = (a+b+c+d)/10 #VALUE!

say #VALUE!

12.6 Sub-

analysis

(A)

Cement mortar1:3 (1cement :3 sand)

Unit = 1 cumTaking output = 1 cum

a) Materials

Cement MT 0.51 input #VALUE!

Sand cum 1.05 input #VALUE!

b) Labour

Mate day 0.04 350.00 14.00

Mazdoor day 0.90 180.00 162.00

Total Material and Labour = (a+b) #VALUE!

Page 21 of 362


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Sub-

analysis

(B)


Unit = 1 cum


a) Materials


Sand cum 0.93 input #VALUE!

b) Labour

Mate day 0.04 350.00 14.00

Mazdoor day 0.90 180.00 162.00


Sub-

analysis

D


Unit = 1 cum


a) Materials


Sand cum 1.20 input #VALUE!b) Labour

Mate day 0.04 350.00 14.00

Mazdoor day 0.90 180.00 162.00


12.7 1400 Stone masonry work in cement mortar 1:3 in foundation

complete as drawing and Technical Specification

Unit = cum


(A) Square Rubble Coursed Rubble Masonry (first sort)

a) Material

Stone cum 5.50 input #VALUE! M-169

Through and bond stone each 35.00 input #VALUE! M-182(35no.x0.24mx0.24mx0.39m = 0.79 cu.m)

Cement mortar 1:3 (Rate as in Item 12.6 A sub-

analysis)

cum 1.50 #VALUE! #VALUE! Item 12.6

(A)

b) Labour

Mate day 0.66 350.00 231.00 L-12

Mason day 7.50 250.00 1875.00 L-11

Mazdoor day 9.00 180.00 1620.00 L-13

c) Overhead charges @ 10% on (a+b) #VALUE!

d) Contractor's profit @ 10% on (a+b+c) #VALUE!

Cost for 5 cum = a+b+c+d #VALUE!

Rate per cum (a+b+c+d)/5 #VALUE!

say #VALUE!

1405.3 B) Random Rubble Masonry

( coursed/uncoursed )Unit = cum


a) Material

Stone cum 5.50 input #VALUE!

Through and bond stone Nos 35.00 input #VALUE!

(35nos.x0.24mx0.24mx0.39m = 0.79 cu.m)

Cement mortar 1:3 (Rate as in item 12.6 A) cum 1.55 #VALUE! #VALUE!

b) Labour

Mate day 0.62 350.00 217.00

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Mason day 6.00 250.00 1500.00

Mazdoor day 9.00 180.00 1620.00

c) Overheads @ 10% on (a+b) #VALUE!




say #VALUE!

@ The labour already considered in cement mortar has been

taken into account while proposing labour for masonry works.

12.7 (Add) 1400 Stone masonry work in cement mortar 1:6 in foundation

complete as drawing and Technical Specification

Unit = cum


1405.3 B) Random Rubble Masonry

( coursed/uncoursed )

Unit = cum


a) Material

Stone cum 5.50 input #VALUE!Through and bond stone Nos 35.00 input #VALUE!

(35nos.x0.24mx0.24mx0.39m = 0.79 cu.m)

Cement mortar 1:3 (Rate as in item 13.6 D) cum 1.55 #VALUE! #VALUE!

b) Labour

Mate day 0.62 350.00 217.00

Mason day 6.00 250.00 1500.00

Mazdoor day 9.00 180.00 1620.00





say #VALUE!

@ The labour already considered in cement mortar has been

taken into account while proposing labour for masonry works.

12.8 1500, 1700

& 2100

Plain/Reinforced cement concrete in open foundation

complete as per drawing and technical specifications

A PCC Grade M15

Unit = cum


a) Material


Coarse sand cum 6.75 input #VALUE!

40 mm Aggregate cum 8.10 input #VALUE!


10 mm Aggregate cum 1.35 input #VALUE!b) Labour

Mate day 0.86 350.00 301.00

Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00

c) Machinery

Concrete mixer (cap. 0.40/0.28 cum) hour 6.00 165.00 990.00

Generator 63 KVA hour 6.00 input #VALUE!

Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) #VALUE!

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d) Formwork @ 4% on cost of concrete i.e.cost of material,

labour and machinery

#VALUE!

e) Overheads @ 10% on (a+b+c+d) #VALUE!

f) Contractors profit @ 10% on (a+b+c+d+e) #VALUE!

Cost for 15 cum = a+b+c+d+e+f #VALUE!

Rate per cum (a+b+c+d+e+f)/15 #VALUE!

say #VALUE!

Note Nedle Vibrator is an item of minor T & P which is already

included in overhead charges. Hence not added in rate

analysis of cement concrete works.12.8 B PCC Grade M20

Unit : cum


a) Material






b) Labour

Mate day 0.86 350.00 301.00Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00

c) Machinery


Generator 33 KVA hour 6.00 540.00 3240.00


12.8 C RCC Grade M20

Unit = cum

Case I Using concrete mixer


a) Material



20 mm Aggregate cum 8.10 input #VALUE!10 mm Aggregate cum 5.40 input #VALUE!

b) Labour

Mate day 0.86 350.00 301.00

Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00

c) Machinery




Case II With Batching Plant, Transit Mixer and Conrete Pump

Unit : cum

Taking Output = 120 cum

a) MaterialCement MT 41.66 input #VALUE!

Coarse Sand cum 54.00 input #VALUE!



b) Labour

Mate day 0.84 350.00 294.00

Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00

c) Machinery

Page 24 of 362


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Batching Plant @ 20 cum/hour hour 6.00 1526.00 9156.00


Loader 1 cum capacity hour 6.00 1042.00 6252.00

Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 890.00 13350.00

Lead beyond 1 km, L-lead in km T-km 300L input #VALUE! L= 35

Concrete Pump hour 6 165.00 990.00


d) Formwork @ 4% on cost of concrete i.e.cost of material,


#VALUE!




Rate per cum = ( a+b+c+d+e+f )/120 #VALUE!

say #VALUE!

12.8 D PCC Grade M25

Unit = cum

Case I Using concrete Mixer


a) Material


Coarse sand cum 6.75 input #VALUE!40 mm Aggregate cum 5.40 input #VALUE!



b) Labour

Mate day 0.86 350.00 301.00

Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00

c) Machinery




Case II With Batching Plant, Transit Mixer and Conrete Pump

Unit : cumTaking Output = 120 cum

a) Material






b) Labour

Mate day 0.84 350.00 294.00

Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00

c) Machinery


Generator 100 KVA hour 6.00 793.00 4758.00Loader 1 cum capacity hour 6.00 1042.00 6252.00


Transit Mixer 4 cum capacity lead beyond

1 Km, L - lead in Kilometer

T-Km 300L input #VALUE! L= 35

Concrete Pump hour 6 165.00 990.00


d) Formwork @ 3.75% of cost of concrete i.e.cost of material,


#VALUE!


Page 25 of 362


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cost of 120 cum = a+b+c+d+e+f #VALUE!


say #VALUE!

12.8 E RCC Grade M25

Unit = cum

Case I Using concrete Mixer


a) Material





b) Labour

Mate day 0.86 350.00 301.00

Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00

c) Machinery



Per Cum Basic Cost of Labour, Material & Mechinery (a+b+c) #VALUE!Case II With Batching Plant, Transit Mixer and Conrete Pump

Unit : cum


a) Material





Admixer Kg 193.52 input #VALUE!

b) Labour

Mate day 0.84 350.00 294.00

Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00c) Machinery



Loader 1 cum capacity 1 cum hour 6.00 1042.00 6252.00





Concrete Pump hour 6.00 165.00 990.00


12.8 F PCC Grade M30

Unit = cum

Case I Using Concrete Mixer







b) Labour

Mate day 0.86 350.00 301.00

Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00

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c) Machinery




Case II Using Batching Plant, Transit Mixer and Conrete Pump

Unit : cum


a) Material






b) Labour

Mate day 0.84 350.00 294.00

Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00

c) Machinery


Generator 100 KVA hour 6.00 793.00 4758.00Loader 1 cum capacity hour 6.00 1042.00 6252.00







12.8 G RCC Grade M30


Unit = cum


a) Material



20 mm Aggregate cum 8.10 input #VALUE!10 mm Aggregate cum 5.40 input #VALUE!

b) Labour

Mate day 0.86 350.00 301.00

Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00

c) Machinery





Unit = cum






b) Labour

Mate day 0.84 350.00 294.00

Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00

c) Machinery

Page 27 of 362


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12.8 H RCC Grade M35


Unit = cum


a) Material





b) Labour

Mate day 0.86 350.00 301.00

Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00c) Machinery





Unit ; cum


a) Material





Admixer Kg 202.56 input #VALUE!b) Labour

Mate day 0.84 350.00 294.00

Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00

c) Machinery










d) Formwork @ 3% on cost of concrete i.e.cost of material,labour and machiner

#VALUE!



cost of 120 cum = a+b+c+d+e+f #VALUE!


say #VALUE!

Rate per cum (a+b+c+d)/120 Excluding OH & CP #VALUE!

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Note: Where ever concrete is carried out using batching plant,

transit mixer, concrete pump, admixers @ 0.4% of weight of

cement may be added for achieving desired slump of

concrete.

12.11 1200, 1500

& 1700

Plain/Reinforced cement concrete, in well foundation

complete as per drawing and technical specification

C Bottom Plug

Concrete to be placed using tremie pipe


(i) PCC Grade M20

Unit = cum


a) Material





10 mm Aggregate cum 2.70 input #VALUE!Admixer Kg 18.60 input #VALUE!

b) Labour

Mate day 0.90 350.00 315.00

Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00

c) Machinery



Light Crane 3 tonnes capacity for handling tremie pipe hour 6.00 230.00 1380.00


Note 10% extra cement may be added where under water

concreting is involved.

Case II Using Batching Plant, Transit Mixer and Crane/concretepump

Unit ; cum


a) Material






b) Labour

Mate day 0.88 350.00 308.00

Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00

c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1526.00 9156.00




Transit Mixer 4 cum capacity, lead beyond 1 Km, L -

lead in Kilometer




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(ii) PCC Grade M25


Unit = cum


a) Material







b) Labour

Mate day 0.90 350.00 315.00

Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00

c) Machinery



Light Crane of 3 tonnes capacity for handling tremie

pipe

hour 6.00 230.00 1380.00


Case II Using Batching Plant, Transit Mixer and Crane/concrete

pump

Unit = cum


a) Material






b) Labour

Mate day 0.88 350.00 308.00

Mason day 3.00 250.00 750.00Mazdoor day 18.00 180.00 3240.00

c) Machinery






lead in Kilometer




(iii) PCC Grade M30


Unit = 1 cumTaking output = 15 cum

a) Material







b) Labour

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Mate day 0.90 350.00 315.00

Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00

c) Machinery




pipe

hour 6.00 230.00 1380.00



pump

Unit = cum


a) Material






b) Labour

Mate day 0.88 350.00 308.00Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00

c) Machinery






lead in Kilometer




(iv) PCC Grade M35

Case I Using Concrete MixerUnit = 1 cum


a) Material







b) Labour

Mate day 0.90 350.00 315.00

Mason day 1.50 250.00 375.00

Mazdoor day 20.00 180.00 3600.00

c) MachineryConcrete mixer (cap. 0.40/0.28 cum) hour 6.00 165.00 990.00



pipe

hour 6.00 230.00 1380.00



pump

Unit = cum


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a) Material






b) Labour

Mate day 0.88 350.00 308.00

Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00

c) Machinery






lead in Kilometer




Add 5% of cost of material and labour towards cost of

forming sump, protective bunds, chisel ling and makingarrangements for under water concreteing with tremie pipe..

#VALUE!

d) Overheads @ 10% on (a+b+c) #VALUE!


cost of 120 cum = a+b+c+d+e #VALUE!

Rate per cum (a+b+c+d+e)/120 #VALUE!

Say #VALUE!

F Well cap

iv) RCC Grade M35


Unit = cum






b) Labour

Mate day 0.84 350.00 294.00

Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00

c) Machinery



Loader(capacity 1 cum) hour 6.00 1042.00 6252.00

Transit Mixer ( capacity 4.0 cu.m )

Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 890.00 13350.00Lead beyond 1 Km, L - lead in Kilometer T-Km 300L input #VALUE! L= 35


Formwork @ 3% of (a+b+c) #VALUE!

d) Overheads @ 10% on (a+b+c) #VALUE!


cost of 120 cum = a+b+c+d+e #VALUE!

Rate per cum (a+b+c+d+e)/120 #VALUE!

Say #VALUE!

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Note Where ever concrete is carried out using batching plant,

transit mixer, concrete pump, admixers @ 0.4% of weight of

cement may be added for achieving desired slump of

concrete.

3.13 304 Excavation for Structures

Earth work in excavation of foundation of structures as per

drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and

other deleterious matter, dressing of sides and bottom,

backfilling the excavation earth to the extent required and

utilisin the remanin earth locall for road work.I) Ordinary soil

Unit = cum


A Manual Means

(i) Depth upto 3 m

a) Labour

Mate day 0.320 350.00 112.00 L-12

Mazdoor day 8.000 180.00 1440.00 L-13b) Overheads @ 2.244% on (a) 34.83


Cost for 10 cum = a+b+c 1666.17

Rate per cum = (a+b+c)/10 166.62

say 167.00

Note Cost of dewatering may be added where required upto 10 %

of labour cost Assessment for dewatering shall be made as

per site conditions..

B Mechanical Means

(i) Depth upto 3 m

Unit = cum


a) Labour

Mate day 0.32 350 112.00

Mazdoor day 8.00 180 1440.00

b) Machinery

Hydraulic excavator 1.0 cum bucket capacity hour 6.00 1942 11652.00

c) Overheads @ 2.244% on (a+b) 296.30

d) Contractors profit @ 5% on (a+b+c) 675.01

Cost for 300 cum = a+b+c+d 14175.31

Rate per cum = (a+b+c+d)/300 47.25

say 47.00Note Cost of dewatering upto 5% of (a+b) may be added, where

required. Assessment for dewatering shall be made as per

site conditions..

13.6 Section

1600 &

2200

Supplying, fitting and placing HYSD bar reinforcement in

sub-structure complete as per drawing and technical

specificationsOutput : MT

Taking output = 1 MT

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a) Material

HYSD bars including 5% overlaps and wastage MT 1.05 input #VALUE!

Binding wire kg 6.00 #VALUE! #VALUE!

b) Labour for cutting, bending, shifting to site, tying and

placing in position

Mate day 0.34 350.00 119.00

Blacksmith day 2.00 250.00 500.00

Mazdoor day 6.50 180.00 1170.00



Rate for per MT (a+b+c+d) #VALUE!

say #VALUE!

14.1 1500

&1600

1700

Furnishing and Placing Reinforced/Prestressed cement

concrete in super-structure as per drawing and

Technical SpecificationA RCC Grade M20

Case II Using Batching Plant, Transit Mixer and Concrete Pump

Unit = cum






b) Labour

Mate day 0.84 350.00 294.00

Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00

c) Machinery



Loader hour 6.00 1042.00 6252.00


Transit Mixer 4 cum capacity lead upto 1 Km hour 15.00 890.00 13350.00Lead beyond 1 Km, L - lead in Kilometer T-Km 300L input #VALUE! L= 35


Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum #VALUE!

(i) For solid slab super-structure, 20-30% of (a+b+c)

(p) Height upto 5m

Basic Cost of Labour, Material & Mechinery (a+b+c) for 120

cum

#VALUE!

d) Formwork and staging 20 % of (a+b+c) 20.00 #VALUE!





say #VALUE! B RCC Grade M25

Case II Using Batching Plant, Transit Mixer and Concrete Pump

Unit = cum


a) Material



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b) Labour

Mate day 0.84 350.00 294.00

Mason day 3.00 250.00 750.00

Mazdoor day 18.00 180.00 3240.00

c) Machinery



Loader hour 6.00 1042.00 6252.00


Transit Mixer 4 cum capacity lead upto 1 Km hour 15.00 890.00 13350.00

Lead beyond 1 Km, L - lead in Kilometer T-Km 300L input #VALUE! L= 35


Basic Cost of Labour, Material & Mechinery (a+b+c) for 120 cum #VALUE!

For formwork and staging add the following:

(i) For solid slab super-structure, 20-30% of (a+b+c)

(p) Height upto 5m

Basic Cost of Labour, Material & Mechinery (a+b+c) for

120 cum

#VALUE!

d) Formwork and staging 20 % of (a+b+c) 20.00 #VALUE!



Cost for 15 cum= a+b+c+d+e+f #VALUE!


say #VALUE!

C RCC Grade M 30

Case II Using Batching Plant, Transit Mixer and Concrete Pump.

Unit = cum

Taking output = 120 cuma) Material





b) Labour

Mate day 0.88 350.00 308.00

Mason day 3.00

60525950 Standard Data Book Road Bridge

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