Rate Analysis

Location Unit Bangalore Hyderabad Chennai KeralaBasic rates of materialsCementSandAggregate 20mm downsizeAggregate 40mm downsizeAggegate 110mm for solingwaterreinforcement steelstructural steelbinding wireboltsnutsshuttering ply wood

Plant and machineryExcavatorjcbTipperroad rollervibro rollercompactorviberatortransit mixerconcrete pumptrucktractortower hoistbatch mixertower craneDG set

labour rates

1

12345

6789

10

1112

13

141516

**

12345

6789

10

1112

13

141516

**

12

345

6789

10

1112

13

141516

**

12345

6789

10

1112

13

141516

**

12345

6789

10

1112

13

141516

**

12345

6789

10

1112

13

141516

**

2

3

up to 3.00m depth3.00m to 6.00m depth6.00m to 9.00m depth9.00m to 12.00m depth12.00m to 15.00m depthBeyond 15.00m depth

up to 3.00m depth(A) Excavation by Mechanical meansConsidering Hitachi Excavator of the following specification :Capacity of bucket = 0.91 cumCycle time for one bucket excavation = 16.00 secBucket fill factor = 0.90Overall efficiency = 83.00 %

Taking effective working per hr = 50 min,Production per hour (loose earth) = (50 x 60 x 0.91 x 0.9 x 0.83)/16 = 127.46 cumBy ratio and proportionIn 16sec the qty of earthwork excavated is 16sec ---------------------( 0.91 x 0.9 x 0.83)for 50X60 sec ---------------------- (50 x 60 x 0.91 x 0.9 x 0.83)/16=127.46 cum

Considering a swell factor of 0.86 for all kinds of soil,Quantity of land excavation per hour = 127.46 cumx0.86=109.62 cumHire charge of excavatorHire charge of excavator excluding supervision charges = 1717.64

Cost of excavtion per 1 cum = 1717.64/109.62 = Rs15.67

(B) Trasportation costCapacity of Tipper (loose soil) = 5.70 cumTaking 80% carrying capacity, the capacity of Tipper = 4.56 cumLead = 1.00 kma) Loading time = (Body capacity/Excavator output per min) 4.56/2.19~ 2.2**= 2.15 min

General Excavation by mechanical means in all types of soil including dense soil, disintegrated/ weathered/

soft rock that can be removed by mechanical means without blasting including necessary manual

excavation for dressing the edges & leveling, all leads and lifts. Rate to include disposing the excess earth

and spreading in layers to the required levels and carting away out side the site to the designated areas

identified by the local authorities.dewatering of both ground and surface water, removal of slurry

generated while excavation and keeping the area free of water with necessary shoring, struting, required

for keeping earth in position etc,. excavating loose pockets and compacting the same.

From Sl no 12. qty excavated per hour is 109.62Cum50min---------------------------------------109.62Cum1min-----------------------------------109.62/50=2.1924 Cum~2.2

a) Loading time = (Body capacity/Excavator output per min)= 2.15 min

b) Loaded haul @ 20km/hr = 3.00 minc) Empty haul @ 20km/hr = 3.00 mind) Spotting, turning and unloading time = 1.40 minTaking effective working time as 50 minTotal cycle time = 9.55 min9.55min ------------------------------- 4.56 cum50min --------------------------------- 4.56x50/9.55=23.87cum

Quantity to be carried per hour = 23.88 cumConsidering a swell factor of 0.86 for all kinds of soil,Quantity of land excavation per hour = 20.54 cum

Hire charge of Tipper excluding supervision charge / hr =

Sub TotalOH & ProfitSundries & contegencies @ 3%Water supply & electricity @ 1.5%TotalRoyalty charges

3.00m to 6.00m depth(A) Excavation by Mechanical meansConsidering Hitachi Excavator of the following specification :Capacity of bucket = 0.91 cumCycle time for one bucket excavation = 16.00 secBucket fill factor = 0.90Overall efficiency = 83.00 %










Sub totalOH & ProfitSundries & contegencies @ 3%Water supply & electricity @ 1.5%TotalRoyalty charges

6.00m to 9.00m depth(A) Excavation by Mechanical meansConsidering Hitachi Excavator of the following specification :Capacity of bucket = 0.91 cum

Cycle time for one bucket excavation = 16.00 secBucket fill factor = 0.90Overall efficiency = 83.00 %


















b) Loaded haul @ 20km/hr = 3.00 minc) Empty haul @ 20km/hr = 3.00 mind) Spotting, turning and unloading time = 1.40 minTaking effective working time as 50 min

Total cycle time = 9.55 min9.55min ------------------------------- 4.56 cum50min --------------------------------- 4.56x50/9.55=23.87cum















Beyond 15.00m depth(A) Excavation by Mechanical meansConsidering Hitachi Excavator of the following specification :Capacity of bucket = 0.91 cumCycle time for one bucket excavation = 16.00 secBucket fill factor = 0.90Overall efficiency = 83.00 %











Hire charge of compressor per cum

Hire charge of jack hammer per hour = Rs.7.93Hire charge of jack hammer per cum =

Same as item No - EXC-001 but for general excavation in Hard rock/ boulders by chiselling/ wedging to the

required level & depth including all leads and lifts, using serviceable excavated material within plot at

approved location and carting away un serviceable material outside the site as directed, de-watering of

both ground and surface water, removal of slurry generated while excavation and keeping the area free of

water with necessary shoring, strutting, stepping, dressing, grading required for keeping earth in position,

excavating loose pockets and compacting them after back filling as directed etc. as per detailed

specification and conforming to safety rules during progress of the work.

Excavation in hard rock / boulders by Controlled blasting using explosives and trimming to required level

for foundation, trenches, rafts, footings,, plinths, leveling area etc. to the required depth at all leads

including stacking excavated material within plot at approved location; if required bailing /pumping out of

water to keep site dry at all times until completion of work; shoring, strutting, stepping, dressing, grading,

cleaning, removing and excavating loose pockets and consolidating them by backfiring as directed etc. all

complete as detailed in specification and conforming to safety rules of authority from time to time and

Explosives rules1940 or as amended. Note: The percentage of voids to be deducted from stack

measurement is 40% for hard rock. Blasting shall be carried through licensed operator having valid blasting

licence.Per 1 cum.A) Drilling and blasting charge :(a) Compressor ChargesHire charge of 400 cfm compressor per hour =

3 Jack hammer can be operated at a time andoutturn of jack hammer = 5 holes drilling.Blasted Rock out turn per 1.0 m hole is 1.00 cum.Total out turn of blasted rock/hr= ( 3 x 5 x 1.00 ) 15.00 cum.

(b) Jack hammer charges

Out turn per hour =(5 x 1.0)= 5.00 cum.

(c) ConsumablesCost of drill rod 2'6" (c1)= Rs.1,650.00

Cost of drill rod 5'0" (c2)= Rs.2,450.00

Avg. cost of drill rod (c3)=(c1+c2)/2 Rs.2,050.00

Cost of air line per cum (L.S.) = Rs.5.00

Labour charges for drilling/cum taking 7hrs/shift

Life of one drill rod = 150.00 r.m.

Cost of drill rod per cum (c3 /(150 x 1.0)) = Rs.13.67

(d) Labour ChargesDriller 3 nos. @ 75.00 /day = Rs.225.00

--------------------

Male Worker 4 nos. @ 55.00 /day = Rs.220.00

Blaster 1 no. @ 85.00 /day = Rs.85.00

Add for hidden cost of labour @10% ofdirect labour charges = Rs.53.00

(e) Explosives (Data for 2.4 m hole)2/7th kg of Gelatine @ 75.00 /kg = Rs.21.431 no. of Electric Detonator = 12.00 /no. Rs.12.00Lead wire (L.S.) = Rs.5.00Ammonium Nitrate 0.8 kg @ 25.00 /kg = Rs.20.00--------------------

Total on explosives = Rs.58.43Cost of explosive per cum =(cost of explosive/(2.4 x 1.0))= Rs.24.35

DRILLING AND BLASTING COST (Q1) = Rs.101.25ADD FOR SECONDARY BLASTING (Q2) = 20% OF Q1 = Rs.20.25Rs.121.50

B) Labour chargeHammer man 0.10 nos. @ Rs65.00 Rs6.50Male Worker 0.50 nos. @ Rs55.00 Rs27.50(A + B) = Rs155.50Overhead charges @ 10% of (A+B) Rs15.55Rs171.05 /cumOr Say Rs171.10 /cum

UOM qty rate amount

Cum 124Cum 131Cum 139Cum 146Cum 153Cum 161

16

502039.31

127.4569

109.61

1800

16.42

5.7 cum4.56 cum

7 km

2.200

4.1454545455 min Considering two tippers35 km/hr14.4 min11.2 min3

5032.745454545

6.962798

5.988007605.386.93

103.3516

32

124

16

502039.31

127.4569

109.61

1700

15.51

5.7 cum4.56 cum

7.5 km

2.200

4.1454545455 Considering two tippers35 km/hr15.428571429 min12 min4

5035.574025974

6.409171

5.511887605

94.40

109.9116

32

131.34

16

502039.31

127.4569

109.61

1700

15.51

5.7 cum4.56 cum

8 km

2.200

4.1454545455 Considering two tippers35 km/hr16.457142857 min12.8 min4.5

5037.902597403

6.015419

5.17326605

100.57

116.0817

32

138.7

16

502039.31

127.4569

109.61

1700

15.51

5.7 cum4.56 cum

8.5 km

2.200

4.1454545455 Considering two tippers35 km/hr17.485714286 min13.6 min5

50

40.231168831

5.667248

4.873833605

106.75

122.2618

42

146.1

16

502039.31

127.4569

109.61

1700

15.51

5.7 cum4.56 cum

9 km

2.200

4.1454545455 Considering two tippers35 km/hr18.514285714 min14.4 min5.5

5042.55974026

5.357176

4.607171605

112.93

128.4419

42

153.5

16

502039.31

127.4569

109.61

1700

15.51

5.7 cum4.56 cum

9.5 km

2.200

4.1454545455 Considering two tippers35 km/hr19.542857143 min15.2 min6

5044.888311688

5.079273

4.368175605

119.11

134.6220

42

160.9

3

5 15

5

1 57.93

1.586

PCC 1:4:8

Cementwastage @ 1%SandwastageAggregate wastage @ 7%water

M/cMixer M/c

Labour

M-20 ConcreteCementwastageSandwastageAggregatewastagePlasticizerwater

M/cMixer M/c

Labour

Project : Conrad HotelOwner : Mantri Cornerstone Holding Pvt. Ltd.Pkg. Ref. : MCHPL/CON/01-CWWorks : Civil Works CS1 - Bill of Quantities for Phase 1: Office-1Tender Item No. Item Code

1 2

A SUBSTR

I B_EXC

1 B_EXC_001abcdef

2 B_EXC_002

3 B_EXC_003

4 B_EXC_004

5 B_EXC_005

6 B_EXC_006

7 B_EXC_007ab

cdef

8 B_EXC_008

9 B_EXC_009a

10 B_EXC_010

11 B_EXC_011

II B_PCC

1 B_PCC_001

2 B_PCC_002

3 B_PCC_003

4 B_PCC_004

III B_RCC

1 B_RCC_001

abcd

2 B_RCC_002

abcd

3 B_RCC_003abcd

4 B_RCC_004abcd

5 B_RCC_005abcd

6 B_RCC_006

7 B_RCC_007

8 B_RCC_008

9 B_RCC_009

10 B_RCC_010

11 B_RCC_011abc

12 B_RCC_012abcd

13 B_RCC_013

14 B_RCC_014

15 B_RCC_015

IV B_FMW

1 B_FMW-001abcd

2 B_FMW-002abcd

3 B_FMW-003abcd

4 B_FMW-004abcd

5 B_FMW-005

abcd

6 B_FMW-006

7 B_FMW-007

8 B_FMW-008

9 B_FMW-009

10 B_FMW-010

11 B_FMW-011abc

12 B_FMW-012abcd

13 B_FMW-013

14 B_FMW-014

15 B_FMW-015

V B_STL

1 B_STL-001

abC

VI B_PTW

1 B_PTW_001ab

2 B_PTW_002ab

B SUPSTR

I T_RCC

1 T_RCC_001

a

b

c

d

e

2 T_RCC_002

a

b

c

d

e

3 T_RCC_003abcde

4 T_RCC_004abcde

5 T_RCC_005abcde

6 T_RCC_006

7 T_RCC_007abc

8 T_RCC_008abc

9 T_RCC_009

10 T_RCC_010

11 T_RCC_011

12 T_RCC_012

II T_FMW

1 T_FMW_001abcde

2 T_FMW_002abcde

3 T_FMW_003abcde

4 T_FMW_004ab

cde

5 T_FMW_005abcde

6 T_FMW_006

7 T_FMW_007abc

8 T_FMW_008abc

9 T_FMW_009

10 T_FMW_010

11 T_FMW_011

12 T_FMW_012

III T_STL

1 T_STL_001

abc

IV T_PTW

1 T_PTW_001ab

2 T_PTW_002ab

AVERAGE RATE PER UNIT (Excl. VAT & ST)Sl. No.

11.11.2

22.12.2

33.13.2

Description Unit Quantity

3 4 5

PREAMBLE NOTES

DRAWINGS AND OTHER DOCUMENTS

CONDITIONS OF CONTRACT

SPECIFIC OBLIGATIONS

Notwithstanding Preamble Notes of the Standard Method of Measurement of Building Works, the Contractor shall refer to the Specification and Drawings for full particulars and descriptions of materials and workmanship and shall include for the full intent and meaning the thereof in the prices of the items.

The work scope is Civil Works for Conrad Hotel at Bangalore including all associated works. The site is located at Bangalore.

The Contractor shall inspect the Technical Specifications and Drawings, visit the site and fully ascertain the nature and extent of the Works, and limitations and restrictions as to means of access, working and storage space and any other relevant factors prior to tendering as no claim of any kind shall be entertained for want of knowledge or ignorance of the conditions under which the Works will be executed.

Appendix 'G' in this Document shall be signed to confirm that a detailed site inspection has been made.

Clause headings only are given for these items and the Contractors should refer to the relevant Contract Document or Specification clause to ascertain the liability for the duration of the Contract.

The Contract shall be governed by the General Conditions of Contract for Construction and as amended by the Particular Conditions

Storage spaceTemporary Water Supply Temporary Electricity SupplySpace for temporary officeScaffoldingSecurityInsurances defined in Contract

Provision and maintenance of performance bond in accordance with the Contract

The Contractor shall allow for all Preliminaries / indirect costs required for the execution of Civil and Structural works including but not limited to the following

Compliance with all statutory regulations with respect to execution of the Civil and Structural works and employment of labour including Workmen Compensation, ESI, etc

Providing and Maintaining temporary fencing / security for the spaces allocated for the Civil and Structural works Contractor's use

Submission of specified sets ( hard and electronic copies ) of shop drawings, as built drawings , operating and maintenance manuals, test certificates, spare parts lists, replacement cycle information , etc to the Engineer's satisfaction prior to the issue of taking over certificate.

Provision of all materials required for site safety including provision of safety helmets and safety shoes for the employees.

The Contractor shall provide adequate and competent site supervisory and administrative staffs for the proper execution of the works

Provision, maintenance and removal of temporary office accomodation for staff, sanitation and other facilities for the workmen and staff The facilities shall be maintained in a clean and orderly condition.

The temporary buildings and other temporary facilities shall be dismantled & removed and the site shall be made good within 1 week of receipt of the Engineer's instruction to remove such buildings.

Provision, maintenance and removal of construction equipment, plant and tools required for the execution of works

Provision, maintenance and removal of temporary stores.

Provision of suitable first-aid equipment and all medical aids

SUB STRUCTURE

EXCAVATION & ALLIED WORKS

The Contractor shall provide all necessary labour, plant and tools for the proper and efficient execution of the Works.

The Contractor shall provide for all transport for labour and for the movement of plant and equipment to and from site, erection, dismantling, moving about site as necessary and including allowance for all idle time.

Provision, maintenance and removal of testing facilities, testing equipment and carrying out the required tests in accordance with the contract.

Provide all consumables for the equipment till handing over including buffers as specified in the Contract / Specifications

Provide product guarantee / warranty as specified in the Contract / Specifications.

Allow for all costs in connection with transport of the plant, equipment and materials to site including all transit insurances

Allow for any costs to comply with any other specific obligation in accordance with the contract conditions.

Contractor shall take all required permissions from the appropriate authorities for Excavation, Blasting, Carting away materials etc. and shall bear all the expenses for the same.

up to 3.00m depth Cum 39316.05351173.00m to 6.00m depth Cum 39316.05351176.00m to 9.00m depth Cum 36130.24142989.00m to 12.00m depth Cum 24941.796613712.00m to 15.00m depth Cum ROBeyond 15.00m depth Cum RO

Cum RO

Rate includes removal of all kinds of vegetation,small shrubs etc. Dewatering water to be let out of the building area through proper pipes & channels if required. The rate for excavation shall include for shoring sides or trenches with approved timber/steel accessories wherever necessary to prevent sides from falling including bailing or pumping out of water if necessary and include If there are any shrubs, bushes, trees, roots of the trees to be removed for min depth 5’0”. Lift & lead outside campus are to be considered to suit the local regulations. Contour level to be taken jointly with the Project Manager and prior written approval be taken before starting any excavation/ filling at every 3 mt grids for arriving at the actual quantity. Measurements for filling will be taken for consolidated thickness only .Cost to include all and necessary royalty and other permission charges required to execute the works.The payments shall be made for excvation extents shown on the drawings or the actual excavated quantity which ever is less

General Excavation by mechanical means in all types of soil including dense soil, disintegrated/ weathered/ soft rock that can be removed by mechanical means without blasting including necessary manual excavation for dressing the edges & leveling, all leads and lifts. Rate to include disposing the excess earth and spreading in layers to the required levels and carting away out side the site to the designated areas identified by the local authorities.dewatering of both ground and surface water, removal of slurry generated while excavation and keeping the area free of water with necessary shoring, struting, required for keeping earth in position etc,. excavating loose pockets and compacting the same.

Same as item No - EXC-001 but for general excavation in Hard rock/ boulders by chiselling/ wedging to the required level & depth including all leads and lifts, using serviceable excavated material within plot at approved location and carting away un serviceable material outside the site as directed, de-watering of both ground and surface water, removal of slurry generated while excavation and keeping the area free of water with necessary shoring, strutting, stepping, dressing, grading required for keeping earth in position, excavating loose pockets and compacting them after back filling as directed etc. as per detailed specification and conforming to safety rules during progress of the work.

Cum RO

Cum RO

Cum RO

Cum 82417.3015468

Excavation in all types of soil including dense soil, disintegrated/ weathered/ soft rock (Poclainable) for Footings of columns, Retaining walls, Core walls, catch pits, Lift pits, trenches for drains, etc., by mechanical means including manual excavation for leveling, dressing the edges, with all leads and lifts including back filling in layers of 150mm with watering and compaction. Dewatering of both ground and surface water, removal of slurry generated while excavation and keeping the area free of water with necessary shoring, struting, required for keeping earth in position etc, Rate to include disposing the excess earth and spreading in layers to the required levels within the site wherever specified and carting away out side the site to the designated areas identified by the local authorities.

Same as Item (EXC-002) but for excavation in Hard rock / boulders by chiseling/ wedging to required level for footings, trenches, rafts, catch pits, drains etc. to the required depth including all leads and lifts, using serviceable excavated material within plot at approved location and carting away unserviceable material outside the site as directed, dressing, grading, cleaning, excavating loose pockets and compacting them after backfilling as directed etc. as per detailed specification and conforming to safety rules of Authority during the progress of work.

Excavation in hard rock / boulders by Controlled blasting using explosives and trimming to required level for foundation, trenches, rafts, footings,, plinths, leveling area etc. to the required depth at all leads including stacking excavated material within plot at approved location; if required bailing /pumping out of water to keep site dry at all times until completion of work; shoring, strutting, stepping, dressing, grading, cleaning, removing and excavating loose pockets and consolidating them by backfiring as directed etc. all complete as detailed in specification and conforming to safety rules of authority from time to time and Explosives rules1940 or as amended. Note: The percentage of voids to be deducted from stack measurement is 40% for hard rock. Blasting shall be carried through licensed operator having valid blasting licence.

Carting away surplus earth/excavated material/debris and like materials outside the plot not covered under items EXC-001,002,003 & 004 and disposing off the same to the designated areas identified by the localauthorities/project managers for dumping of such material,including spreading,compacting etc.,as per the norms by the local authorities.

With excavated earth available at site Cum 57286.8435201 With approved quality earth brought from outside Cum RO

With approved quality sand gravel mix in proportion of 1:1 brought from outside. Cum ROApproved quality river sand brought from outside Cum ROWith approved quality manufactured sand brought from outside Cum RO With approved quality quarrydust brought from outside Cum RO

Sqm RO

Cost of Sinking the well Nos RO

HP/Hour RO

ANTI-TERMITE TREATMENT WORKS

Supply and filling in foundations and the area whereever specified with approved good quality filling materials in plinths, area development etc. wherever specified in layers of not exceeding 150 mm thick including breaking clods,storing,transportation ,double handling, watering, compacting each layer with vibratory compactor and at unaccessible places with wooden/steel rammers to achieve 90 to 95% proctor density at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling; cost shall include conveyance of all materials, labour, machinery etc. complete as directed.The rate to includes loading,unloading, hire and fuel charges for tools and plants and other incidental charges etc., complete.

Providing and laying in position 150mm thick soling with sand cushion of 50mm thick including the cost of sandcushion, Base preparation by Mechanical compaction, using granite hand broken metal/ Rubble and smaller pebbles for void filling, moorum for binding as directed by the Engineer-in-charge including watering,packing, compaction etc., below Grade Slab

Over and above Item EXC-001,002,003,004 & 005 for installing open well dewatering system for both ground and surface water, removal of slurry generated while excavation and keeping the water table always below the excavated level, keeping the excavated area free of water. Dewatering to be continued till the completion of Ground floor slab. Cost shall include the cost of constructing well only as per drawing given by consultants and method statement

Pumping with adequate capacity pumps and pipe networkincluding the hire charges of pump, installation charges, pipe network, necessary fuel charges etc., complate including maintaining the system during the excavation process

Sqm 4800

SUB TOTAL FOR EXCAVATION & ALLIED WORKS

PLAIN CEMENT CONCRETE

Cum 30.

Cum 500

Cum RO

Cum RO

SUB TOTAL FOR PLAIN CEMENT CONCRETE

REINFORCED CEMENT CONCRETE

READY MIX CONCRETE / CONTROLLED CONCRETE

Providing Anti termite treatment in accordance with stipulations laid down by IS 6313 - part II by approved agency with min of 10 years of guarantee including the cost of chemical,precautionary measures etc.complete along retaining walls only for a width of one meter or as specified by consultants (treatment for floor is not required and agency shall be approved by consultants/project managers)

Providing and laying Plum concrete1: 5: 10. wherever specified using river sand, 40mm and down size metal and boulders of 150mm (proportion 60: 40 for concrete : boulder ) including sub grade preparation, leveling, all leads and lifts, rough finishing at the top surface, curing,and shuttering if necessary etc.,

Providing and laying P.C.C. 1:4:8 of specified th. wherever specified using river sand, 40mm and down size metal including sub grade preparation,leveling, all leads and lifts,rough finishing at the top surface,curing and shuttering if necessary etc.,

Providing and laying P.C.C. 1:3:6 of specified thick wherever specified using river sand, 20mm and downsize metal including base reperation, Compaction, levelling, all leads and lifts, curing and shuttering if necessary etc., Complete

Providing and laying P.C.C. 1:2:4 of specified thickness wherever specified using river sand, 20mm and downsize aggregate including cleaning,subgrade preparation, Compaction, levelling, all leads and lifts, rough finishing at the top surface,curing and shuttering if necessary etc.,at all heights and depths as instructed.

NOTE: CONCRETE SHALL BE PROCURED FROM SITE BATCHING PLANT HOWEVER, IN CASE OF READY MIX CONCRETE PROCURED FROM RMC PLANT THE PROBABLE CONCRETE CAN BE FETCHED FROM (Birla/ L&T/ RMC).

Columns M60 GradeBasement 1 Cum 226.9575Basement 2 Cum 226.9575Basement 3 Cum 140.3325Basement 4 Cum RO

Core WallsM60 GradeBasement 1 Cum 40.425Basement 2 Cum 40.425Basement 3 Cum 40.425Basement 4 Cum RO

Slab M35Basement 1 Cum 1076.08Basement 2 Cum 1076.08Basement 3 Cum 816.48Basement 4 Cum RO

Beams M35Basement 1 Cum 162.243Basement 2 Cum 162.243Basement 3 Cum 73.143Basement 4 Cum RO

Drop panels M35Basement 1 Cum 45Basement 2 Cum 45Basement 3 Cum 45Basement 4 Cum RO

Providing, batching, mixing, transporting through transit mixers, pumping and laying Reinforced Cement Concrete of specified grade at all levels and heights specified below using ordinary Portland cement of grade 53 from approved manufacturer, river sand, 20mm and down size coarse aggregates, necessary admixtures approved by Consultants (Conplast SP 430SRV from Fosroc or equivalent), including all leads and lifts, pumping using line pump or boom placer, vibrating/ compaction, scaffolding wherever necessary, curing as directed, excluding cost of shuttering and centering.

(Design mix shall be as approved by the Structural Consultant / Employers representative. Micro silica to be used for the Concrete of higher grde than M45 Grade )

M25 grade Footings / Raft slab for columns,Core walls,Retaining walls Cum 2430.6

Grade slab Cum RO

Retaining walls Cum 1626.84

Ramp Beam Cum 150

Ramp slab Cum 175

Domestic and Fire Fighting Sump tanks.Bottom slab Cum 300Walls Cum 400Top slab Cum 200

Sewage Treatment Plant Bottom slab Cum 200Walls Cum 150Top slab Cum 350Platform slab Cum 50

Staircase at all floors & heights Cum 30

DG, Chillers, Pump & Transfo Foundations Cum 50

Swimming pool/Kids pool/Water feature Cum 20

SUB TOTAL FOR REINFORCED CEMENT CONCRETE 10349.2315

FORM WORK

Columns Basement 1 Sqm 1080Basement 2 Sqm 1080Basement 3 Sqm 648Basement 4 Sqm RO

Core WallsBasement 1 Sqm 302.4Basement 2 Sqm 302.4Basement 3 Sqm 302.4Basement 4 Sqm RO

SlabBasement 1 Sqm 4700Basement 2 Sqm 4700Basement 3 Sqm 3402Basement 4 Sqm RO

Beams Basement 1 Sqm 1111.665Basement 2 Sqm 1111.665Basement 3 Sqm 501.165Basement 4 Sqm RO

Drop panels

Providing, fabricating and erecting form work at all levels and places and profiles wherever needed/specified as per drawing including striking with 12mm Plastic coated, marine resistant waterproof ply/Smooth finished MS plates with adjustable steel props of acceptable Staging system and with sufficient bracing as approved by consultant. Cost to include designing of proper form work and staging system to suit the requirements,Submission of design calculations and shop drawings for approval,sealing the joints with heavy duty brown self adhesive tape, aligning to line and levels including M.S. Ties, PVC Spacer, Providing openings/ cutouts/ pockets, applying deshuttering chemical, Deshuttering as approved by the consultant etc., complete at all levels, double/tripple heights and profiles for Note : Only plan area shall be considered.No extra shall be paid for Side shuttering of Drop panel/column capitals. 1) plywood shuttering shall be considered for all vertical elements,beam soffit,corewalls,stairs,ramps,tanks,RCCpedestals Etc., 2) M.S. plates shall be considered for foundation,slabs only.3) Shuttering & deshuttering sequence shall be 100% ,80% & 40% from the slab to be cast respectively

Basement 1 Sqm 199Basement 2 Sqm 199Basement 3 Sqm 199Basement 4 Sqm RO

Footings / Raft slab for columns,Core walls,Retaining walls Sqm 835.4

Grade slab Sqm RO

Retaining walls Sqm 11606.4

Ramp Beam Sqm 600

Ramp slab Sqm 800

Domestic and Fire Fighting Sump tanks.Bottom slab Sqm 150Walls Sqm 1500Top slab Sqm 350

Sewage Treatment Plant Bottom slab Sqm 100Walls Sqm 2500Top slab Sqm 1850Platform slab Sqm 350

Staircase at all floors & heights. Sqm 94.2

DG, Chillers, Pump & Transfo Foundations Sqm 200

Swimming pool/Kids pool/Water feature Sqm 50

SUB TOTAL FOR FORM WORK 40824.695

REINFORCEMENT STEEL

Providing, fabricating & fixing in position reinforcement for RCC work with high yield strength ribbed cold twisted tor steel (HSD) bar of various diameters and grade of steel as specified below conforming to IS specification including cutting, providing, supplying & bending, hoisting, fabricating and placing in position according to drawings and binding the reinforcement with galvanised annealed binding wire of double fold of 18 gauge and providing PVC cover blocks for placing the reinforcements in position and for maintaining the cover specified and/or according to relevant IS.

Fe 415 MT ROFe 500 MT 649.4200602Fe 550 MT RO

SUB TOTAL FOR REINFORCEMENT STEEL 649.4200602

POST TENSIONING WORKS

Basement Sqm 8302Ground floor slab/Podium Sqm 4800

PT strandsBasement MT 30.7174Ground floor slab/Podium MT 36

SUB TOTAL FOR POST TENSIONING WORKS

SUB TOTAL FOR SUB STRUCTURE

SUPER STRUCTURE

Note : Unless noted otherwise the measurements in accordance with IS 1200. However reinforcement shall be measured only in lengths of bars as actually placed in position on standard weight basis, no allowance being made in the weight for rolling margin. Authorised laps and splices only will be measured. Chairs of any shape & profile, Spacer bar of any shape & profile, cover block, wastage and binding wire will not be measured and shall be included in the quoted rates.Quoted rate shall be deemed to have considered the above stipulation.Quoted rate to include lead, lift, placing at all levels and as directed.

Design and execution of post tensioning works including decoiling the strands,cutting to the required lengths,supplying and laying of HT strands sheathing(GI corrugatedducts 0.3 mm thick) jointing with couplers,and inserting the strands ,profiling,fixing live end anchorages including the supply of stressing anchorages suitable for 5-5 & 5-4 tendons, grout vents, making dead end anchorages including flowering the strands ,fixing tendon support bars ,supervising the fixing of anti bursting reinforcement,stressingthe cables end trimming,grouting the cables with cement slurry mixed with admixtures with required tools ,plants,machineries and consumables etc., (shuttering concreting & reinforcement steel shall be paid under respective items), at all heights including all leads, lifts, cooridination with the post tensioning agency, preparation of drawings, optaining approval from the consultants and architects etc.,Rate to include for providing water, power, cement and admixture for grouting, packing of sheathing and anchorages blockings,filling of recess pockets after stressing using high stength grouts incl. providing access to post tensioning.

REINFORCED CEMENT CONCRETE

READY MIX CONCRETE / CONTROLLED CONCRETE

Columns M55 GradeFirst Floor-Fourth floor Cum 641.52M50 Grade 0Fifth Floor-Eighth floor Cum 612.36M45 Grade 0Ninth Floor-Twelfth floor Cum 612.36M40 Grade 0Thirteenth Floor-Sixteenth floor Cum 459.27M35 GradeSeventeenth Floor-Eighteenth floor,Terrace & above terrace Cum 50

0Core Walls 0M55 Grade 0First Floor-Fourth floor Cum 184.8M50 Grade 0Fifth Floor-Eighth floor Cum 176.4M45 Grade 0Ninth Floor-Twelfth floor Cum 176.4M40 Grade 0Thirteenth Floor-Sixteenth floor Cum 176.4M35 Grade 0Seventeenth Floor-Eighteenth floor,Terrace & above terrace Cum RO

NOTE: CONCRETE SHALL BE PROCURED FROM SITE BATCHING PLANT HOWEVER, IN CASE OF READY MIX CONCRETE PROCURED FROM RMC PLANT THE PROBABLE CONCRETE CAN BE FETCHED FROM (Birla/ L&T/ RMC).

Providing, batching, mixing, transporting through transit mixers, pumping and laying Reinforced Cement Concrete of specified grade at all levels and heights specified below using ordinary Portland cement of grade 53 from approved manufacturer, river sand, 20mm and down size coarse aggregates, necessary admixtures approved by Consultants (Conplast SP 430SRV from Fosroc or equivalent), including all leads and lifts, pumping using line pump or boom placer, vibrating/ compaction, scaffolding wherever necessary, curing as directed, excluding cost of shuttering and centering.

(Design mix shall be as approved by the Structural Consultant / Employers representative. Micro silica to be used for the Concrete of higher grde than M45 Grade )

Slab M35 0First Floor-Fourth floor Cum 1657.92Fifth Floor-Eighth floor Cum 1657.92Ninth Floor-Twelfth floor Cum 1657.92Thirteenth Floor-Sixteenth floor Cum 1243.44Seventeenth Floor-Eighteenth floor,Terrace & above terrace Cum 414.48

Drop Panels M35First Floor-Fourth floor Cum 180Fifth Floor-Eighth floor Cum 180Ninth Floor-Twelfth floor Cum 180Thirteenth Floor-Sixteenth floor Cum 135Seventeenth Floor-Eighteenth floor,Terrace & above terrace Cum 135

Beams M35 0First Floor-Fourth floor Cum 194.4Fifth Floor-Eighth floor Cum 194.4Ninth Floor-Twelfth floor Cum 194.4Thirteenth Floor-Sixteenth floor Cum 194.4Seventeenth Floor-Eighteenth floor,Terrace & above terrace Cum 48.6

M25 Grade 0RCC Parapet/upstand at all levels of specified thickness Cum 50

0Roof Top water collection Sump 0Bottom slab Cum ROWalls Cum ROTop slab Cum RO

Domestic and Fire Fighting Overhead tanks. 0Bottom slab Cum 80Walls Cum 100Top slab Cum 60

0Lintels Cum 50

Chejjas/Lofts Cum 50

RCC Brackets/Fins/Ledges at all levels Cum 50

Staircase Cum 471

SUB TOTAL FOR REINFORCED CEMENT CONCRETE 12268.39

FORM WORK

Columns First Floor-Fourth floor Sqm 3492Fifth Floor-Eighth floor Sqm 3628.8Ninth Floor-Twelfth floor Sqm 3628.8Thirteenth Floor-Sixteenth floor Sqm 2160Seventeenth Floor-Eighteenth floor,Terrace & above terrace Sqm 1000

Core WallsFirst Floor-Fourth floor Sqm 739.2Fifth Floor-Eighth floor Sqm 705.6Ninth Floor-Twelfth floor Sqm 705.6Thirteenth Floor-Sixteenth floor Sqm 705.6Seventeenth Floor-Eighteenth floor,Terrace & above terrace Sqm RO

SlabFirst Floor-Fourth floor Sqm 7308Fifth Floor-Eighth floor Sqm 7308Ninth Floor-Twelfth floor Sqm 7308Thirteenth Floor-Sixteenth floor Sqm 5481Seventeenth Floor-Eighteenth floor,Terrace & above terrace Sqm 1827

Beams First Floor-Fourth floor Sqm 1465.2Fifth Floor-Eighth floor Sqm 1465.2

Providing, fabricating and erecting form work at all levels and places and profiles wherever needed/specified as per drawing including striking with 12mm Plastic coated, marine resistant waterproof ply/Smooth finished MS plates with adjustable steel props of acceptable Staging system and with sufficient bracing as approved by consultant. Cost to include designing of proper form work and staging system to suit the requirements,Submission of design calculations and shop drawings for approval,sealing the joints with heavy duty brown self adhesive tape, aligning to line and levels including M.S. Ties, PVC Spacer, Providing openings/ cutouts/ pockets, applying deshuttering chemical, Deshuttering as approved by the consultant etc., complete at all levels, double/tripple heights and profiles for Note : Only plan area shall be considered.No extra shall be paid for Side shuttering of Drop panel/column capitals. 1) plywood shuttering shall be considered for all vertical elements,beam soffit,corewalls,stairs,ramps,tanks,RCCpedestals Etc., 2) M.S. plates shall be considered for foundation,slabs only.3) Shuttering & deshuttering sequence shall be 100% ,80% & 40% from the slab to be cast respectively

Ninth Floor-Twelfth floor Sqm 1465.2Thirteenth Floor-Sixteenth floor Sqm 366.3Seventeenth Floor-Eighteenth floor,Terrace & above terrace Sqm RO

Drop PanelsFirst Floor-Fourth floor Sqm 996Fifth Floor-Eighth floor Sqm 996Ninth Floor-Twelfth floor Sqm 996Thirteenth Floor-Sixteenth floor Sqm 747Seventeenth Floor-Eighteenth floor,Terrace & above terrace Sqm 747

RCC Parapet at all levels of specified thickness Sqm 500

Roof Top water collection SumpBottom slab Sqm ROWalls Sqm ROTop slab Sqm RO

Domestic and Fire Fighting Overhead tanks.Bottom slab Sqm 500Walls Sqm 1020Top slab Sqm 500

Lintels Sqm 150

Chejjas/Lofts Sqm 150

RCC Brackets/Fins/Ledges at all levels Sqm 150

Staircase (clubhouse) Sqm RO

SUB TOTAL FOR FORM WORK 58211.5

REINFORCEMENT STEEL

Providing, fabricating & fixing in position reinforcement for RCC work with high yield strength ribbed cold twisted tor steel (HSD) bar of various diameters and grade of steel as specified below conforming to IS specification including cutting, providing, supplying & bending, hoisting, fabricating and placing in position according to drawings and binding the reinforcement with galvanised annealed binding wire of double fold of 18 gauge and providing PVC cover blocks for placing the reinforcements in position and for maintaining the cover specified and/or according to relevant IS.

Fe 415 MT ROFe 500 MT 1058.58944Fe 550 MT RO

SUB TOTAL FOR REINFORCEMENT STEEL 1058.58944

POST TENSIONING WORKS

Office floors Sqm 27405Terrace floor Sqm 1827

PT strandsOffice floors MT 95.9175Terrace floor MT 8.2215

SUB TOTAL FOR POST TENSIONING WORKS

SUB TOTAL FOR SUPER STRUCTURE

TOTAL AMOUNT EXCL. VAT & ST

Note : Unless noted otherwise the measurements in accordance with IS 1200. However reinforcement shall be measured only in lengths of bars as actually placed in position on standard weight basis, no allowance being made in the weight for rolling margin. Authorised laps and splices only will be measured. Chairs of any shape & profile, Spacer bar of any shape & profile, cover block, wastage and binding wire will not be measured and shall be included in the quoted rates.Quoted rate shall be deemed to have considered the above stipulation.Quoted rate to include lead, lift, placing at all levels and as directed.

Design and execution of post tensioning works including decoiling the strands,cutting to the required lengths,supplying and laying of HT strands sheathing(GI corrugatedducts 0.3 mm thick) jointing with couplers,and inserting the strands ,profiling,fixing live end anchorages including the supply of stressing anchorages suitable for 5-5 & 5-4 tendons, grout vents, making dead end anchorages including flowering the strands ,fixing tendon support bars ,supervising the fixing of anti bursting reinforcement,stressingthe cables end trimming,grouting the cables with cement slurry mixed with admixtures with required tools ,plants,machineries and consumables etc., (shuttering concreting & reinforcement steel shall be paid under respective items), at all heights including all leads, lifts, cooridination with the post tensioning agency, preparation of drawings, optaining approval from the consultants and architects etc.,Rate to include for providing water, power, cement and admixture for grouting, packing of sheathing and anchorages blockings,filling of recess pockets after stressing using high stength grouts incl. providing access to post tensioning.

VATSTTOTAL AMOUNT INCL. VAT & ST

Description Unit Total Qty.

REINFORCED CEMENT CONCRETE Cum 22617.6215SUB STRUCTURE Cum 10349.2315SUPER STRUCTURE Cum 12268.39

FORM WORK Sqm 99036.195SUB STRUCTURE Sqm 40824.695SUPER STRUCTURE Sqm 58211.5

REINFORCEMENT STEEL MT 1708.0095002SUB STRUCTURE MT 649.4200602SUPER STRUCTURE MT 1058.58944

Planning Estimate Billimoria (R0)Rate (Rs) Excl. VAT & ST Amount (Rs) Excl. VAT & ST Rate (Rs) Excl. VAT & ST

6 7 8

121 4757242.47491639 198154 6054672.24080268 233198 7153787.80309365 268242 6035914.78051841 309286 0 361

0 4200

0 2331

0

578.5 0 4660

0 26220

0 13990

73 6016463.01291806 1170

0147 8421165.99744984 117

0 280

0 13120 17130 14660 1312

0

0 2750

00 116550

0

0 5800

84 403200 58

38842446.309699

2620 78600 30680

2894 1447000 44450

0 47050

0 5715

1525600

6289.059794475 1427349.28830456 119236289.059794475 1427349.28830456 119236289.059794475 882559.483608163 119236289.059794475 0 11923

6289.059794475 254235.242191652 119236289.059794475 254235.242191652 119236289.059794475 254235.242191652 119236289.059794475 0 11923

4569.426309475 4917068.26309986 63124569.426309475 4917068.26309986 63124569.426309475 3730845.19316015 63124569.426309475 0 6312

4569.426309475 741357.432728153 63124569.426309475 741357.432728153 63124569.426309475 334221.54855393 63124569.426309475 0 6312

4569.426309475 205624.183926375 63124569.426309475 205624.183926375 63124569.426309475 205624.183926375 63124569.426309475 0 6312

4337 10541512.2 5790

4337 5790

4337 7055605.08 5909

4337 650550 57900

4337 758975 5790

4337 1301100 57904337 1734800 59094337 867400 5790

4337 867400 57904337 650550 59094337 1517950 57904337 216850 5790

04337 130110 5864

04337 216850 5790

04337 86740 5909

47095146.7519415

0

371 400680 409371 400680 409371 240408 409371 0 409

00

371 112190.4 409371 112190.4 409371 112190.4 409371 0 409

00

313 1471100 394313 1471100 394313 1064826 394313 0 394

00

371 412427.715 424371 412427.715 424371 185932.215 424371 0 424

0

313 62287 409313 62287 409313 62287 409313 0 409

0172 143688.8 394

0172 394

0371 4305974.4 409

0371 222600 424

0313 250400 394

00

172 25800 394371 556500 416313 109550 394

00

172 17200 394371 927500 416313 579050 394

0 3940

345.5 32546.1 4090

172 34400 3940

371 18550 409

13806773.145

0 4446441992.10525 27270515.5193797 44464

0 44464

27270515.5193797

0124.1 1030278.2 NQ

251.56 1207488 NQ

050000 1535870 NQ50000 1800000 NQ

05573636.2

134114117.92602

6043.286394475 3876889.0877836 10959

5863.834644475 3590777.78289071 106230

5104.504019475 3125794.08136571 72160

4971.186019475 2283116.60316429 70190

4961.43255947501 248071.62797375 6988000

6043.286394475 1116799.32569898 109590 0

5863.834644475 1034380.43128539 106230 0

5104.504019475 900434.509035391 72160 0

4971.186019475 876917.213835391 70190 0

4961.43255947501 0 6988

4569.426309475 7575743.26700479 64754612.982559475 7647956.04500479 65944729.132559475 7840523.4530048 67134845.282559475 6024818.1457536 6832

4961.43255947501 2056414.5672512 695100

4569.426309475 822496.7357055 64754612.982559475 830336.8607055 65944729.132559475 851243.860705501 67134845.282559475 654113.145529126 6832

4961.43255947501 669793.395529126 6951

0 64754569.426309475 888296.47456194 65944612.982559475 896763.80956194 67134729.132559475 919343.36956194 68324845.282559475 235480.732390485 6951

4511.225 225561.25 639800

0 70630 70850 7063

00

4772.56250000001 381805 65504772.56250000001 477256.250000001 65874772.56250000001 286353.75 6550

04511.225 225561.25 6661

04511.225 225561.25 6661

04511.225 225561.25 6735

04511.225 2124786.975 6587

59138951.5003035

371 1295532 446380 1378944 483

395.75 1436097.6 521413.75 893700 558431.75 431750 595

371 274243.2 446380 268128 483

395.75 279241.2 521413.75 291942 558431.75 0 595

313 2287404 416322 2353176 454

337.75 2468277 491355.75 1949865.75 528373.75 682841.25 565

371 543589.2 416380 556776 454

395.75 579852.9 491413.75 151556.625 528431.75 0 565

313 311748 424322 320712 461

337.75 336399 498355.75 265745.25 535373.75 279191.25 573

404.75 202375 595

0 5650 5870 565

438.5 219250 565438.5 447270 587438.5 219250 565

404.75 60712.5 595

404.75 60712.5 617

404.75 60712.5 632

0 595

20906994.725

0 4562942554.60525 45047855.7410186 45629

0 45629

45047855.7410186

0124.1 3400960.5 NQ

251.56 459600.12 NQ

50000 4795875 NQ50000 411075 NQ

9067510.62

134161312.586322

268275430.512342

13347277.5791349281622708.091477

Avg. Rate Total Amt. Avg. Rate

4696.96153736788 106234098.252245 6872.797509035164550.59361189683 47095146.7519415 6416.09536471384820.43295822055 59138951.5003035 7258.0572063653

350.515969136334 34713767.87 453.868435474525338.196602448591 13806773.145 404.500429948099359.155746287246 20906994.725 488.491040430156

42340.7312734093 72318371.2603983 45186.043230705541992.10525 27270515.5193797 4446442554.60525 45047855.7410186 45629

Leighton (R0)Amount (Rs) Excl. VAT & ST Rate (Rs) Excl. VAT & ST Amount (Rs) Excl. VAT & ST

9 10 11

7784578.59531773 267.3216 10510030.33043489160640.46822743 660.3072 25960673.20936469682904.70317726 752.8416 27200348.76637137707015.15363714 752.8416 18777222.0695418

0 752.8416 00 752.8416 0

0

0 3141.6 0

0

0 637.4592 00

0 3141.6 00

0 971.04 00

9642824.28097827 259.3248 21372850.24016950

06702560.69184783 165.19104 9463273.25939712

0 470.543136 0

0 2737.53312 00 2879.07648 00 2057.416704 00 908.939136 0

0

0 338.767296 00

00 571200 0

0

0 17.136 000

278400 91.392 438681.60

50958923.8931857 0 113723079.475279000

92040 3647.009184 109410.275520 0 0

2222500 3783.320352 1891660.1760 0 0

0 3839.6064 00 0 0

0 3953.8464 00

2314540 0 2001070.451520000

0

0

0000

2706014.2725 6168.27456 1399936.17345122706014.2725 6168.27456 1399936.17345121673184.3975 6168.27456 865609.3896912

0 6168.27456 0000

481987.275 6168.27456 249352.499088481987.275 6168.27456 249352.499088481987.275 6168.27456 249352.499088

0 6168.27456 000

6792216.96 4099.856544 4411773.629867526792216.96 4099.856544 4411773.629867525153621.76 4099.856544 3347450.87104512

0 4099.856544 000

1024077.816 4099.856544 665173.0252681921024077.816 4099.856544 665173.025268192

461678.616 4099.856544 299875.8071977920 4099.856544 0

284040 4099.856544 184493.54448284040 4099.856544 184493.54448284040 4099.856544 184493.54448

0 4099.856544 0

14073174 3857.050848 9374947.79114880

3857.0508480

9612997.56 3857.050848 6274804.601560320

868500 3857.050848 578557.62720

1013250 3857.050848 674983.898400

1737000 3857.050848 1157115.25442363600 3857.050848 1542820.33921158000 3857.050848 771410.1696

00

1158000 3857.050848 771410.1696886350 3857.050848 578557.6272

2026500 3857.050848 1349967.7968289500 3857.050848 192852.5424

0175920 3857.050848 115711.52544

0289500 3857.050848 192852.5424

0118180 3857.050848 77141.01696

66401656.2555 42421372.7581211

0 0

441720 359.958816 388755.52128441720 359.958816 388755.52128265032 359.958816 233253.312768

0 359.958816 000

123681.6 516.056352 156055.4408448123681.6 516.056352 156055.4408448123681.6 516.056352 156055.4408448

0 516.056352 000

1851800 561.009792 2636746.02241851800 561.009792 2636746.02241340388 561.009792 1908555.312384

0 561.009792 000

471345.96 589.752576 655607.29739904471345.96 589.752576 655607.29739904212493.96 589.752576 295563.34975104

0 589.752576 0

81391 589.752576 117360.76262481391 589.752576 117360.76262481391 589.752576 117360.762624

0 589.752576 0

329147.6 346.981152 289868.05438080

346.9811520

4747017.6 425.189856 4934923.54467840

254400 526.566432 315939.85920

315200 526.566432 421253.145600

59100 346.981152 52047.1728624000 358.405152 537607.728137900 471.731232 165105.9312

00

39400 346.981152 34698.11521040000 358.405152 896012.88

728900 471.731232 872702.7792137900 471.731232 165105.9312

038527.8 442.028832 41639.1159744

078800 346.981152 69396.2304

020450 346.981152 17349.0576

016513606.68 0 19433487.8129011

000

0

00 44313.696 0

28875813.5567328 44313.696 28778203.12400450 44313.696 0

028875813.5567328 0 28778203.1240045

000

0 0 00 205.986144 1710096.9674880 205.986144 988733.4912

00 0 00 134803.2 4140803.815680 134803.2 4852915.20 0 00 0 11692549.474368

0165064540.385418 0 218049763.096194

00

0000

0

0

0000

7030417.68 6048.299712 3880105.231242240

6505100.28 5924.120832 3627694.632683520

4418789.76 4748.865408 2908015.221242880

3223616.13 4250.561952 1952155.587695040

349400 4099.856544 204992.8272000

2025223.2 6048.299712 1117725.78677760

1873897.2 5924.120832 1045014.91476480

1272902.4 4748.865408 837699.85797120

1238151.6 4250.561952 749799.12833280

0 4099.856544 00

010735032 4099.856544 6797234.16142848

10932324.48 4099.856544 6797234.1614284811129616.96 4099.856544 6797234.16142848

8495182.08 4099.856544 5097925.621071362881050.48 4099.856544 1699308.54035712

00

1165500 4099.856544 737974.177921186920 4099.856544 737974.177921208340 4099.856544 737974.17792

922320 4099.856544 553480.63344938385 4099.856544 553480.63344

00

1258740 4099.856544 797012.11215361281873.6 4099.856544 797012.11215361305007.2 4099.856544 797012.11215361328140.8 4099.856544 797012.1121536

337818.6 4099.856544 199253.028038400

319900 3857.050848 192852.542400

0 3857.050848 00 3857.050848 00 3857.050848 0

00

524000 3857.050848 308564.06784658700 3857.050848 385705.0848393000 3857.050848 231423.05088

0333050 3857.050848 192852.5424

0333050 3857.050848 192852.5424

0336750 3857.050848 192852.5424

03102477 3857.050848 1816670.949408

89044676.45 53734098.4334448

1557432 359.958816 1256976.1854721752710.4 359.958816 1306218.55150081890604.8 359.958816 1306218.5515008

1205280 359.958816 777511.04256595000 359.958816 359958.816

00

329683.2 516.056352 381468.8553984340804.8 516.056352 364129.3619712367617.6 516.056352 364129.3619712393724.8 516.056352 364129.3619712

0 516.056352 000

3040128 561.009792 4099859.5599363317832 561.009792 4099859.5599363588228 561.009792 4099859.5599362893968 561.009792 3074894.6699521032255 561.009792 1024964.889984

00

609523.2 589.752576 864105.4743552665200.8 589.752576 864105.4743552

719413.2 589.752576 864105.4743552193406.4 589.752576 216026.3685888

0 589.752576 000

422304 589.752576 587393.565696459156 589.752576 587393.565696496008 589.752576 587393.565696399645 589.752576 440545.174272428031 589.752576 440545.174272

0297500 429.816576 214908.288

00

0 346.981152 00 369.829152 00 471.731232 0

00

282500 346.981152 173490.576598740 369.829152 377225.73504282500 471.731232 235865.616

089250 471.731232 70759.6848

092550 471.731232 70759.6848

094800 471.731232 70759.6848

00 471.731232 0

028435796.2 0 29545561.434816

000

0

00 44313.696 0

48302377.55776 44313.696 46910010.63297020 44313.696 0

048302377.55776 0 46910010.6329702

000

0 0 00 205.986144 5645050.276320 205.986144 376336.685088

00

0 134803.2 12929985.9360 134803.2 1108284.5088

0 20059657.406208

165782850.20776 150249327.907439

330847390.593178 368299091.003633

13233895.6237271 NQ13630912.492439 NQ

357712198.709345 368299091.003633

Total Amt. Avg. Rate Total Amt.

155446332.7055 4251.35203503011 96155471.191565966401656.2555 4098.98771306073 42421372.7581211

89044676.45 4379.88182911081 53734098.4334448

44949402.88 494.557058131294 48979049.247717116513606.68 476.022853640453 19433487.8129011

28435796.2 507.555404599023 29545561.434816

77178191.1144928 44313.696 75688213.756974728875813.5567328 44313.696 28778203.1240045

48302377.55776 44313.696 46910010.6329702

NCCCL (R0) Pratibha (R0)Rate (Rs) Excl. VAT & ST Amount (Rs) Excl. VAT & ST Rate (Rs) Excl. VAT & ST

12 13 14

415 16316162.2073579 319442 17377695.6521739 329495 17884469.5077341 380567 14141998.6799749 415646 0 505778 0 610

2915 0 2748

507 0 624

3003 0 3362

1870 0 1915

191 15741704.5954432 227

178 10197058.1465719 105472 0 624

1392 0 16431938 0 22691096 0 2115

985 0 1082

333 0 247

90870 0 221550

66 0 89

73 350400 76

92009488.7892559

3200 96000 27420

4135 2067500 43400

4897 0 45650

5035 0 4711

2163500

7486 1699003.845 69257519 1706493.4425 69257552 1059791.04 69257585 0 6925

7585 306623.625 69257651 309291.675 69257717 311959.725 69257783 0 6925

5950 6402676 53025983 6438186.64 53026016 4911943.68 53026049 0 5302

5950 965345.85 52705983 970699.869 52706016 440028.288 52706049 0 5270

5950 267750 53725983 269235 53726016 270720 53726049 0 5372

5599 13608929.4 4872

5599 4783

5666 9217675.44 4865

5691 853650 4777

5691 995925 4783

5724 1717200 48405757 2302800 48405757 1151400 4840

5691 1138200 48215724 858600 48215724 2003400 48215757 287850 4821

5790 173700 4872

5823 291150 4751

5764 115280 4872

61045508.5195

0

374 403920 352380 410400 352387 250776 352403 0 352

394 119145.6 471400 120960 471407 123076.8 471413 0 471

368 1729600 400374 1757800 400381 1296162 400388 0 400

374 415762.71 454380 422432.7 454387 193950.855 454394 0 454

374 74426 676380 75620 676387 77013 676394 0 676

357 298237.8 328

357 328

387 4491676.8 363

394 236400 629

394 315200 629

374 56100 465380 570000 465387 135450 465

374 37400 465380 950000 465387 715950 465394 137900 465

400 37680 570

374 74800 328

385 19250 629

15547090.265

43021 043021 27938700.4098642 4846243021 0

27938700.4098642

0822 6824244 NQ906 4348800 NQ

0162553 4993205.5222 126185164353 5916708 126185

022082957.5222

220787245.50582

7586 4866570.72 6815

7585 4644750.6 6597

6692 4097913.12 6412

6544 3005462.88 5543

6483 324150 5448

7586 1401892.8 6815

7585 1337994 6597

6635 1170414 6412

6544 1154361.6 5543

6483 0 5448

6085 10088443.2 54166152 10199523.84 54166220 10312262.4 54166287 7817507.28 54166355 2634020.4 5416

6085 1095300 54796152 1107360 54796220 1119600 54796287 848745 54796355 857925 5479

6085 1182924 53846152 1195948.8 53846220 1209168 53846287 1222192.8 53846355 308853 5384

5929 296450 5188

6023 0 51886057 0 51886057 0 5188

6057 484560 51886091 609100 51886091 365460 5188

5888 294400 4903

5888 294400 5042

5888 294400 5042

5989 2820819 4979

78662872.44

416 1452672 352430 1560384 352443 1607558.4 352457 987120 352470 470000 352

436 322291.2 471450 317520 471463 326692.8 471477 336571.2 471490 0 471

410 2996280 400423 3091284 400437 3193596 400450 2466450 400464 847728 400

416 609523.2 454430 630036 454

443 649083.6 454457 167399.1 454470 0 454

416 414336 676430 428280 676443 441228 676457 341379 676470 351090 676

430 215000 341

416 0 465423 0 465423 0 465

435 217500 465442 450840 465442 221000 465

403 60450 576

430 64500 625

430 64500 610

443 0 656

25302292.5

45461 045461 48124534.53184 4946945461 0

48124534.53184

0978 26802090 NQ

1050 1918350 NQ

166753 15994530.8775 126185169153 1390691.3895 126185

46105662.267

198195361.73884

418982607.24466

41060295.509976717262083.41848

477304986.173117


6176.97050768579 139708380.9595 5410.341637934835898.55473998238 61045508.5195 5148.05202903236411.83337340923 78662872.44 5631.60097861252

412.469226680205 40849382.765 417.673741706252380.825631765283 15547090.265 412.92355840013434.661407110279 25302292.5 421.005124416997

44533.2622170998 76063234.9417042 49086.118054352343021 27938700.4098642 4846245461 48124534.53184 49469

Ramky (R0)Amount (Rs) Excl. VAT & ST Rate (Rs) Excl. VAT & ST Amount (Rs) Excl. VAT & ST

15 16 17

12541821.0702341 113 4442714.0468227412934981.6053512 124 4875190.63545151

13729491.743311 136 4913712.8344481610350845.5946907 150 3741269.49205686

0 180 00 216 0

0

0 2675 0

0

0 236 00

0 2675 00

0 1267 00

18708727.4511288 67 5521959.203637130

06015118.56960703 56 3208063.23712375

0 299 0

0 1111 00 2295 00 1373 00 877 0

0

0 241 00

00 1126223 0

0

0 56 000

364800 63 3024000

74645786.0343228 0 27005309.4495401000

82260 2955 886500 0 0

2170000 3155 15775000 0 0

0 3536 00 0 0

0 3884 00

2252260 0 16661500000

0

0

0000

1571680.6875 6263 1421434.82251571680.6875 6263 1421434.8225

971802.5625 6263 878902.44750 6263 0

000

279943.125 6263 253181.775279943.125 6263 253181.775279943.125 6263 253181.775

0 6263 000

5705376.16 4685 5041434.85705376.16 4685 5041434.84328976.96 4685 3825208.8

0 4685 000

855020.61 4685 760108.455855020.61 4685 760108.455385463.61 4685 342674.955

0 4685 0

241740 4685 210825241740 4685 210825241740 4685 210825

0 4685 0

11841883.2 4455 108283230

44550

7914576.6 4680 7613611.20

716550 4680 7020000

837025 4680 81900000

1452000 4455 13365001936000 4680 1872000

968000 4455 89100000

964200 4455 891000723150 4680 702000

1687350 4455 1559250241050 4455 222750

0146160 4680 140400

0237550 4455 222750

097440 4455 89100

53278382.2225 48774446.8825

0 0

380160 387 417960380160 387 417960228096 387 250776

0 387 000

142430.4 366 110678.4142430.4 366 110678.4142430.4 366 110678.4

0 366 000

1880000 387 18189001880000 387 18189001360800 387 1316574

0 387 000

504695.91 387 430214.355504695.91 387 430214.355227528.91 387 193950.855

0 387 0

134524 366 72834134524 366 72834134524 366 72834

0 366 0

274011.2 253 211356.20

2530

4213123.2 366 4247942.40

377400 352 2112000

503200 352 28160000

69750 253 37950697500 352 528000162750 338 118300

00

46500 253 253001162500 352 880000

860250 338 625300162750 253 88550

053694 380 35796

065600 253 50600

031450 366 18300

16857478.33 15006181.365

0 43889 031472194.9574124 43889 28502397.0221178

0 43889 00

31472194.9574124 0 28502397.0221178000

0 0 00 NQ 00 NQ 0

00 0 0

3876075.119 115409 3545064.41664542660 115409 4154724

0 08418735.119 7699788.4166

186924836.663235 128654273.135758

4371958.8 6224 3992820.480

4039738.92 6348 3887261.280

3926452.32 6105 3738457.80

2545733.61 5201 2388663.270

272400 5114 255700000

1259412 6224 1150195.20

1163710.8 6348 1119787.20

1131076.8 6105 10769220

977785.2 5201 917456.40

0 5114 00

08979294.72 4685 7767355.28979294.72 4727 7836987.848979294.72 4769 7906620.486734471.04 4812 5983433.282244823.68 4854 2011885.92

00

986220 4685 843300986220 4727 850860986220 4769 858420739665 4812 649620739665 4854 655290

00

1046649.6 4685 9107641046649.6 4727 918928.81046649.6 4769 927093.61046649.6 4812 935452.8

261662.4 4854 235904.400

259400 4765 23825000

0 4849 00 4849 00 4849 0

00

415040 4849 387920518800 4849 484900311280 4849 290940

0245150 4765 238250

0252100 4765 238250

0252100 4765 238250

02345109 4765 2244315

069090677.13 0 62180254.95

00

0

0

000

1229184 443 15469561277337.6 477 1730937.61277337.6 511 1854316.8

760320 545 1177200352000 574 574000

00

348163.2 421 311203.2332337.6 453 319636.8332337.6 485 342216332337.6 518 365500.8

0 546 000

2923200 443 32374442923200 477 34859162923200 511 37343882192400 545 2987145

730800 574 104869800

665200.8 443 649083.6665200.8 477 698900.4

665200.8 511 748717.2166300.2 545 199633.5

0 574 000

673296 384 382464673296 414 412344673296 443 441228504972 472 352584504972 498 372006

0170500 385 192500

00

0 534 00 505 00 534 0

00

232500 534 267000474300 505 515100232500 534 267000

086400 385 57750

093750 385 57750

091500 436 65400

00 452 0

24507339.8 28395018.9

0 45670 052367361.00736 45670 48345779.7248

0 45670 00

52367361.00736 0 48345779.72480

0

0 0 00 NQ 00 NQ 0

00

12103349.7375 115409 11069742.75751037429.9775 115409 948835.0935

13140779.715 12018577.851

159106157.65236 150939631.4258

346030994.315595 279593904.561558

14415651.2231877 19571573.319309114868951.8257411 11519268.8679362375315597.364524 310684746.748803


122369059.3525 4905.67506545726 110954701.832553278382.2225 4712.85688048431 48774446.8825

69090677.13 5068.33047775625 62180254.95

41364818.13 438.235740629979 43401200.26516857478.33 367.576080237709 15006181.365

24507339.8 487.790537952123 28395018.9

83839555.9647724 44992.8274625634 76848176.746917831472194.9574124 43889 28502397.0221178

52367361.00736 45670 48345779.7248

Shapoorji (R0) Simplex (R0)Rate (Rs) Excl. VAT & ST Amount (Rs) Excl. VAT & ST Rate (Rs) Excl. VAT & ST

18 19 20

254 9986277.59197325 280286 11244391.3043478 315325 11742328.4646739 355372 9278348.34030102 400428 0 435492 0 475

4463 0 3400

555 0 350

4463 0 3600

1224 0 1400

198 16318625.7062709 280

179 10254344.990092 200319 0 400

1517 0 12502193 0 19251721 0 1300

633 0 1100

275 0 245

255000 0 2000000

32 0 35

83 398400 80

69222716.3976589

2966 88980 30000

4531 2265500 45000

4659 0 46500

4850 0 5115

2354480

8141 1847661.0075 85338141 1847661.0075 85338157 1144692.2025 85338172 0 8533

8141 329099.925 85338141 329099.925 85338157 329746.725 85338172 0 8533

5511 5930276.88 61005511 5930276.88 61005527 4512684.96 61005542 0 6100

5511 894121.173 61005511 894121.173 61005527 404261.361 61005542 0 6100

5511 247995 61005511 247995 61005527 248715 61005542 0 6100

5230 12712038 5700

5230 5700

5230 8508373.2 5700

5230 784500 5700

5230 915250 5700

5230 1569000 57005230 2092000 57005230 1046000 5700

5230 1046000 57005230 784500 57005230 1830500 57005230 261500 5700

5230 156900 5700

5230 261500 5700

5230 104600 5700

57211069.4195

0

392 423360 410392 423360 410392 254016 410392 0 410

1050 317520 6001050 317520 6001050 317520 6001050 0 600

451 2119700 425451 2119700 425451 1534302 425451 0 425

451 501360.915 435451 501360.915 435451 226025.415 435451 0 435

451 89749 450451 89749 450451 89749 450451 0 450

326 272340.4 360

326 360

408 4735411.2 400

408 244800 400

408 326400 400

408 61200 400408 612000 400408 142800 400

408 40800 400408 1020000 400408 754800 400408 142800 400

408 38433.6 400

408 81600 400

515 25750 400

17824127.445

43968 043968 28553701.2068736 4750043968 0

28553701.2068736

0NQ 0 NQNQ 0 NQ

0125400 3851961.96 135000125400 4514400 135000

08366361.96

183532456.429032

8053 5166160.56 7978

7959 4873773.24 7214

6718 4113834.48 6468

6272 2880541.44 6249

6282 314100 6100

8053 1488194.4 7978

7959 1403967.6 7214

6718 1185055.2 6468

6272 1106380.8 6249

6282 0 6100

5550 9201456 61005597 9279378.24 61005888 9761832.96 61006093 7576279.92 61006282 2603763.36 6100

5550 999000 61005597 1007460 61005888 1059840 61006093 822555 61006282 848070 6100

5597 1088056.8 61005597 1088056.8 61005888 1144627.2 61006093 1184479.2 61006282 305305.2 6100

5607 280350 5700

6001 0 57006001 0 57006001 0 5700

6001 480080 57006001 600100 57006001 360060 5700

6001 300050 5700

6001 300050 5700

6001 300050 5700

6001 2826471 5700

75949379.4

404 1410768 460435 1578528 460466 1691020.8 460497 1073520 460528 528000 460

1062 785030.4 6001093 771220.8 6001124 793094.4 6001155 814968 6001186 0 600

462 3376296 460493 3602844 460524 3829392 460555 3041955 460586 1070622 460

462 676922.4 460493 722343.6 460

524 767764.8 460555 203296.5 460586 0 460

462 460152 460493 491028 460524 521904 460555 414585 460586 437742 460

586 293000 460

586 0 460586 0 460586 0 460

586 293000 460586 597720 460586 293000 460

586 87900 460

615 92250 460

615 92250 460

543 0 460

30812117.7

43968 043968 46544060.49792 4750043968 0

46544060.49792

0NQ 0 NQNQ 0 NQ

125400 12028054.5 135000125400 1030976.1 135000

13059030.6

166364588.19792

349897044.626953

34289910.373441314415758.2386304398602713.239024


5887.4647283093 133160448.8195 6176.885907410735528.05002183012 57211069.4195 6031.19201580336190.65577471861 75949379.4 6299.7887343001

491.095655936701 48636245.145 445.578198203192436.601607066507 17824127.445 415.220231896405529.313240510896 30812117.7 466.868745866367

43968 75097761.7047936 4750043968 28553701.2068736 4750043968 46544060.49792 47500

Minimum (R0)Amount (Rs) Excl. VAT & ST Rate (Rs) Excl. VAT & ST Amount (Rs) Excl. VAT & ST

21 22 23

11008494.9832776 113 4442714.0468227412384556.8561873 124 4875190.6354515112826235.7075669 136 4913712.834448169976718.64548497 150 3741269.49205686

0 180 00 216 0

0

0 2331 0

0

0 236 00

0 2622 00

0 971.04 00

23076844.4331104 67 5521959.203637130

011457368.7040134 56 3208063.23712375

0 280 0

0 1111 00 1713 00 1096 00 633 0

0

0 241 00

00 90870 0

0

0 17.136 000

384000 58 2784000

81114219.3296405 0 26981309.4495401000

90000 2742 822600 0 0

2250000 3155 15775000 0 0

0 3536 00 0 0

0 3884 00

2340000 0 16597600000

0

0

0000

1936628.3475 6168.27456 1399936.17345121936628.3475 6168.27456 1399936.17345121197457.2225 6168.27456 865609.3896912

0 6168.27456 0000

344946.525 6168.27456 249352.499088344946.525 6168.27456 249352.499088344946.525 6168.27456 249352.499088

0 6168.27456 000

6564088 4099.856544 4411773.629867526564088 4099.856544 4411773.629867524980528 4099.856544 3347450.87104512

0 4099.856544 000

989682.3 4099.856544 665173.025268192989682.3 4099.856544 665173.025268192446172.3 4099.856544 299875.807197792

0 4099.856544 000

274500 4099.856544 184493.54448274500 4099.856544 184493.54448274500 4099.856544 184493.54448

0 4099.856544 00

013854420 3857.050848 9374947.7911488

03857.050848

09272988 3857.050848 6274804.60156032

0855000 3857.050848 578557.6272

0997500 3857.050848 674983.8984

00

1710000 3857.050848 1157115.25442280000 3857.050848 1542820.33921140000 3857.050848 771410.1696

00

1140000 3857.050848 771410.1696855000 3857.050848 578557.6272

1995000 3857.050848 1349967.7968285000 3857.050848 192852.5424

0171000 3857.050848 115711.52544

0285000 3857.050848 192852.5424

0114000 3857.050848 77141.01696

062418202.3925 0 42421372.7581211

000

0

00 0 0

0442800 352 380160442800 352 380160265680 352 228096

0 352 000

181440 366 110678.4181440 366 110678.4181440 366 110678.4

0 366 000

1997500 368 17296001997500 374 17578001445850 381 1296162

0 387 000

483574.275 374 415762.71483574.275 380 422432.7218006.775 387 193950.855

0 387 000

89550 366 7283489550 366 7283489550 366 72834

0 366 00

300744 253 211356.20

2530

4642560 363 4213123.20

240000 352 2112000

320000 352 28160000

60000 253 37950600000 352 528000140000 338 118300

00

40000 253 253001000000 352 880000

740000 338 625300140000 253 88550

037680 380 35796

080000 253 50600

020000 346.981152 17349.0576

016951239.325 0 14679085.9226

000

0

00 43021 0

30847452.8595 43021 27938700.40986420 43021 0

030847452.8595 0 27938700.4098642

000

0 0 00 205.986144 1710096.9674880 205.986144 988733.4912

00 0 0

4146849 115409 3545064.41664860000 115409 4154724

0 0 09006849 0 10398618.875288

0202677962.90664 0 124078847.415413

00

0000

0

0

0000

5118046.56 6048.299712 3880105.231242240

4417565.04 5924.120832 3627694.632683520

3960744.48 4748.865408 2908015.221242880

2869978.23 4250.561952 1952155.587695040

305000 4099.856544 204992.8272000

1474334.4 6048.299712 1117725.78677760

1272549.6 5924.120832 1045014.91476480

1140955.2 4748.865408 837699.85797120

1102323.6 4250.561952 749799.12833280

0 4099.856544 00

010113312 4099.856544 6797234.1614284810113312 4099.856544 6797234.1614284810113312 4099.856544 6797234.16142848

7584984 4099.856544 5097925.621071362528328 4099.856544 1699308.54035712

00

1098000 4099.856544 737974.177921098000 4099.856544 737974.177921098000 4099.856544 737974.17792

823500 4099.856544 553480.63344823500 4099.856544 553480.63344

00

1185840 4099.856544 797012.11215361185840 4099.856544 797012.11215361185840 4099.856544 797012.11215361185840 4099.856544 797012.1121536

296460 4099.856544 199253.028038400

285000 3857.050848 192852.542400

0 3857.050848 00 3857.050848 00 3857.050848 0

00

456000 3857.050848 308564.06784570000 3857.050848 385705.0848342000 3857.050848 231423.05088

0285000 3857.050848 192852.5424

0285000 3857.050848 192852.5424

0285000 3857.050848 192852.5424

02684700 3857.050848 1816670.949408

077288265.11 0 53734098.4334448

00

0

0

000

1606320 352 12291841669248 352 1277337.61669248 352 1277337.6

993600 352 760320460000 352 352000

00

443520 421 311203.2423360 450 317520423360 463 326692.8423360 471 332337.6

0 471 000

3361680 400 29232003361680 400 29232003361680 400 29232002521260 400 2192400

840420 400 73080000

673992 416 609523.2673992 430 630036

673992 443 649083.6168498 454 166300.2

0 454 000

458160 384 382464458160 414 412344458160 443 441228343620 457 341379343620 460 343620

0230000 341 170500

00

0 346.981152 00 369.829152 00 423 0

00

230000 346.981152 173490.576469200 369.829152 377225.73504230000 442 221000

069000 385 57750

069000 385 57750

069000 430 64500

00 443 0

027177130 0 22974927.11104

000

0

00 43968 0

50282998.4 43968 46544060.497920 43968 0

050282998.4 0 46544060.49792

000

0 0 00 205.986144 5645050.276320 205.986144 376336.685088

00

12948862.5 115409 11069742.75751109902.5 115409 948835.0935

14058765 18039964.812408

168807158.51 141293050.854813

371485121.41664 265371898.270226

Included 10614875.93080915305187.0023656 10933322.2087333386790308.419006 286920096.409769


139706467.5025 4251.35203503011 96155471.191565962418202.3925 4098.98771306073 42421372.7581211

77288265.11 4379.88182911081 53734098.4334448

44128369.325 380.204560904627 37654013.0336416951239.325 359.563884619346 14679085.9226

27177130 394.680211144533 22974927.11104

81130451.2595 43607.9312785219 74482760.907784230847452.8595 43021 27938700.4098642

50282998.4 43968 46544060.49792

Rate Analysis

Documents

12mm plastic

drop panelcolumn

body capacityexcavator

conplast sp

heavy duty

designated

size coarse

drillingcum