DLF Primus - PSE 1.10

Vice President - Mr. Dilip Solanki Mr. S. C. Dixit

Execution Head - Mr. Shammi Khurana President

Project In-charge

Project:- DLF Primus - Group Housing, Gurgoan, Haryana.

Date :

The prestart estimate submitted by you has been approved as follows :-

Sr. No. Description

Pre-start

Estimate

(in lakhs)

Remarks

1 Contract Value 36274.73

a. WCT 1523.54

Escalation Payable

2 Direct Cost

a. Material 11338.84 31.26

b. Labour

c. Sub-contractor 6281.15 17.32

d. Plant Depreciation 538.87 1.49

e. Operation & Fuel Cost 613.07 1.69

f. Wooden Shuttering 379.81 1.05

g. Steel Shuttering 687.99 1.90

h. MEP & Provisional Sum 10084.70 27.80

Total Direct Cost 29924.43 82.49

3 Indirect Cost

a. Fixed Overheads 338.19 0.93

b. Variable Overheads 2686.19 7.41

Total Indirect Cost 3024.38 8.34

4 Contribution 1802.38 4.97

5 Percentage Contribution

As per prestart 4.97

As per tender 8.91

Note: The net contribution is arrived at after considering WCT but excluding Service Tax & Labour Cess.

Regards,

Mr. S. C. Dixit

CC : SPM

CC : MDS

The quality objectives based on PSE are also enclosed herewith. The project will now be monitored

on the approved prestart estimate. The PSE now should be uploaded in ERP by site.

SUMMARY SHEET COMPARISON OF TENDER VS PRESTART

Project : DLF Primus - Group Housing

Tender DC PSE RO PSE HO Additional cost Saving

A. Structure Works

1 Earth works 7,694,444 7,550,075 - 144,369

2 Concrete Works (PCC) 22,726,744 23,266,746 540,002 - Due to PNM Cost

3 Reinforced Concrete Works 1,047,363,601 1,096,942,441 49,578,840 - Due to PNM Cost

4 Water Proofing 31,383,146 30,500,999 - 882,147 Extra Item added of Tie rod filling

5 Brick Work 90,334,125 112,381,177 22,047,052 -

6 Miscellenous 49,201,803 49,024,838 - 176,965

B. Finishes - -

1 Tiles & Painting 180,921,383 185,876,894 4,955,510 -

2 Rough Finishes 123,058,102 155,497,706 32,439,604 -

3 Stone Works 163,507,090 167,744,858 4,237,768 -

4 Laminated Wooden flooring 20,905,826 20,905,826 - -

5 Doors - wooden & Fire Doors 77,702,007 78,814,503 1,112,496 -

6 Interiors 55,466,891 55,466,891 - -

C. MEP & Provisional Sums - -

1 MEP & Provisonal Sums 1,008,470,282 1,008,470,282 - -

Total Direct Cost 2,878,735,445 2,992,443,237 - 114,911,272 1,203,481

Indirect Cost 224,227,050 302,438,376 78,211,326 - Ref IDC Sheet

Total Direct & Indirect Cost 3,102,962,495 3,294,881,613

Total Contract Value 3,627,473,285 3,627,473,285

WCT 152,353,878 152,353,878

Labour Cess Payable Extra

Risk & Escalation 47,889,592

Margin 324,267,319 180,237,794

% Margin 8.94 4.97

S.No. Item DescriptionDirect Cost Difference(PSE-Tender)

Remarks

IDC SUMMARY SHEET COMPARISON OF TENDER VS PRESTART

Project:- DLF Primus - Group Housing, Sector 82 A,Gurgaon, Haryana.

Tender Prestart RO Prestart HO Additional Cost Saving

Fixed Cost

1 infra Infrastructure 22,354,000 24,434,000 2,080,000 -

2 mob Mobilisation Demobilisation 2,050,000 3,010,000 960,000 -

3 octroi octroi - - - -

4 bg Bank Guarantee - - - -

5 ins Insurance 3,750,000 6,375,000 2,625,000 - CAR Policy updated

Variable Cost - - - -

6 staff Staff Salary 90,249,600 119,715,279 29,465,679 - Refer staff schedule

7 wage Wages 12,556,800 16,014,000 3,457,200 -

8 water Water Charges & Distribution 17,080,000 17,080,000 - -

9 power Power Charges & Distribution 37,844,650 48,476,255 10,631,605 - Add Cost of DG

10 monthly Monthly Expenses 12,792,000 12,315,200 - 476,800

11 safety Safety Expenses 4,075,000 4,075,000 - -

12 cons Consumables Tools & Tackles 1,800,000 2,400,000 600,000 -

13 houseke Misc. Labour, Gen exp, housekeeping 5,856,000 7,920,000 2,064,000 - to be checked

14 vehicle Vehicle expenses 4,680,000 25,719,776 21,039,776 - Depr,Fuel & Opr Passengr Hoist

15 pf PF, ESIS 6,480,000 6,480,000 - -

16 lab Lab, survey, Testing charges - - - -

17 finance Financing Cost - - - -

General Equipment related Cost - - - -

18 plant General Plant, Hire charges - - - -

19 repairm Repair & maintenance of machinery 1,000,000 6,764,866 5,764,866 -

20 fuel Fuel - - - -

21 repairsh Repair of shuttering material - - - -

dlp Defect Liability Expenses 1,659,000 1,659,000 - -

Total Indirect Cost 224,227,050 302,438,376

RemarksSr. No. Codes Item DescriptionDirect Cost Difference (PSE - Tender)

Duration for the Project 36.00 Months 36.00

S.NO Codes ITEM UNIT QTY. RATE AMOUNT TOTAL

1 Infrastructure

a infra Site Office - SPCL - Charged 80% Sft 2,100.00 800.00 1,344,000

b infra Add for Conference, canteen, rest room 80% Sft 600.00 800.00 384,000

c infra Site office for PMC / Client 80% Sft 2,100.00 900.00 1,512,000

d infra Stores - SPCL - Sft 3,000.00 150.00 450,000

e infra Cement Godown 5000 sft Sft 5,000.00 150.00 750,000

f infra Platform with concreting for steel Sft 50.00 -

g infra Misc - Lab, curing tank LS 300,000

h infra Site Plumbing Work including chemical toilet 1 Month 3,000.00 250.00 750,000

i infra Septic tank, connectivity to main sewage LS 100,000

j infra Temporary Approach road LS 225.00 1,680.00 378,000

k infra Barricading & Fencing refer barricade sheet Mtr 400.00 1,800.00 720,000

infra Labour Hutments / facilities

l infra Rent of Land / Room for labours Months 36.0 - Land will be free of cost .

m infra Rent of Land / Batch Plant Months 36.0 -

n infra Construction cost of Hutments 1200 labours Sft 60000 200.00 12,000,000

o infraConveyance for labours (If labour camp set up is far

from project site)Months 25,000.00 - Refer in vehicles

p infra Toilet facility for labour at labour camp Sft 1,500.00 150.00 225,000

q infra Water for Labour Hutments LS 500,000

r infra Power for Labour Hutments only consumels Months 36.00 35,000.00 1,260,000

s infra Maintenance of Labour camp Months 36.0 25,000.00 900,000

infra Plant Installation

infra Batching Plant In DC LS

infra Tower Crane In DC LS

infra Hoist / Mixer machine etc

21,573,000.00 0.86%

2 Mobilisation & Demobilisation

a mob PMV - Batching Plant, Tower crane 900,000

b mob PMV - others LS 350,000

c mob Shuttering Material LS 1,760,000

3,010,000.00 0.12%

3 Office, Lab & Survey Equipments

a infra Furniture, Refrigerator, AC - SPCL LS 200,000

b infraFurniture, Refrigerator, AC - Client ( If required to be

provided as per Contract Conditions)LS 250,000

c infra Office Equipments - Computer, Fax, Xerox

d infra Computer Nos. 18.00 30,000.00 540,000

e infra Fax Nos. 2.00 10,000.00 20,000

f infra Printer Nos. 6.00 10,000.00 60,000

g infra UPS Nos. 18.00 2,000.00 36,000

h infra Xerox Nos. 2.00 105,000.00 210,000

j infra ERP Nos. 1.00 50,000.00 50,000

k infra Telephone connection for client Nos. 5.00 2,000.00 -

l infra EPBAX System for Client Nos. 40,000.00 -

m infra Autocat along with Plotter Nos 1.00 800,000.00 -

n infra Lab Equipments 850,000 Months 2.50% 20.00 425,000

o infra Survey Equipments 500,000 Months 2.50% 36.00 450,000

2,241,000.00 0.09%

4 Bank Guarantee Charges ( Corporate Guarantee)

a bg Earnest Money Deposit 0.50 -

b bg Performance security 25,000.00 1.15% 3.00 -

c bg Mobilisation Advance CG 25,000.00 1.15% 1.50 -

d bg Retention Money - CG upto virtual completion 25,000.00 1.15% 3.00 -

e bg Retention Money CG - Upto DLP 25,000.00 1.15% 1.00 -

-

5 Insurance

a ins Insurance - Contract Value ( CAR Policy) 25,000.00 0.26% 6,375,000

b ins Insurance - Free Issue material 0.26% -

6,375,000.00 0.26%

6 Water Charges

a water Storage & Distribution LS 2,500,000

b waterWater for Drinking + Construction Purpose

30.00 Tankers in nos.8m3/tanker 14,580,000

17,080,000.00 0.68%

7 Power Charges

a power Power Installation & Distribution Charges

b power Power Connection Charges LS -

c power Distribution Board & Accessories LS 6,000,000

d power Site Lighting Month 36 - -

r power Electrical consumables Month 36 50,000.00 1,800,000

f power Power charges (Un productive)

g power(if DG set is used, Depreciation of DG + Fuel cost to

be considered)Excluding associates 40,676,255

48,476,255.21 1.94%

8 Safety Expenses

a safety Helmet 4 Nos. 1,500.00 75.00 450,000

b safety Safety Shoes 4 Nos. 1,500.00 300.00 1,800,000

c safety Safety Belts 2 Nos. 500.00 650.00 650,000

d safety Safety Net 4 Sqm 1,500.00 250.00 375,000

e safety Miscellenous safety coverage LS 300,000

f safety Safety Signage + Other LS 500,000

4,075,000.00 0.16%

9 Financing cost

Working capital for first 1.25 months 868 Lakhs

Shuttering Material & Scaffolding 650 Lakhs

Misc 1000 Lakhs

A Total Expenses ( Initial) 2518 Lakhs

B Less Mobilisation Advance 2500 Lakhs

Financing required (A-B) for three months 18 0.8% -

10 Salaries & Allowances

Nos Months Salary PM Amount

Project Manager ( DGM) C001 -

Construction Manager - Execution E002 -

DLF GH P0ject 'The Primus' Sector-82A

INDIRECT COST ANALYSIS SHEET :

DLF PRIMUS IDC 4/71

Manager Structural steel works E003 -

Construction Engr - Execution E002 -

Assistant Enginneer - Execution S003 -

Junior Enginneer - Execution S003 -

Manager _ Services E002 -

Assistant Enginneer - Services -

Site Surveyor -

QA/QC Manager -

Billing Engineer -

Plant Manager -

Plant Engineer -

Safety Engineer -

Safety Stewert -

Concrete/ shuttering foremen -

Finishing Foreman -

Lab Tech -

Admn/accounts officer -

Accounts Assistant -

Store Manager E002 -

Store keeper -

Store Assst. -

Computer Operator -

Time Keeper -

staff TOTAL 119,715,279

staff Add % for Escalation 20%

staff Project Basrd Staff 15 10,000.00 -

staff Total Amount of Salaries / Allowances 119,715,278.69 4.79%

11 Staff Accomadation

a monthly Type I 1 Months 30.0 25,000.00 750,000

b monthly Type II 2 Months 36.0 25,000.00 1,800,000

monthly 2 Months 28.0 28,000.00 1,568,000 c monthly Type III 1 Months 36.0 22,000.00 792,000

monthly 2 Months 28.0 22,000.00 1,232,000 d monthly Mess Facility Maintainence 8 35.0 1,000.00 280,000

e wage Cooks 8 Months 34.0 6,500.00 1,768,000

f wage Helpers 8 Months 34.0 5,000.00 1,360,000

g monthly Utensils LS 300,000

Total 9,850,000.00 0.39%

12 Misc Wages Nos Months Salary PM Amount

a wage Maintenance / Store handling

b wage Mechanic 2 34.0 11,000.00 748,000

c wage Electrician 2 34.0 11,000.00 748,000

d wage Office boy 4 34.0 4,000.00 544,000

e wage Watchman - Guard 25 34.0 10,000.00 8,500,000

f wage Watchman Supervisor 3 34.0 15,000.00 1,530,000

wage Gunman 1 34.00 15,000.00 510,000

wage Add % for benefits. (for a to d) 15% 306,000

Total 12,886,000.00 0.52%

13 Consumables & Tools Tackles

a cons Consumables LS 1,200,000

b cons Tools & Tackles LS 1,200,000

2,400,000.00 0.10%

14 Monthly Expenses

a monthly Telephone Landline / Fax - SPCL Months 36.0 7,000.00 -

b monthly Telephone Expenses - Client Months 8,000.00 -

c monthly ERP ISDN Line 1 Months 36.0 8,000.00 288,000

d monthly Mobile Months 36.0 32,700.00 1,177,200

e monthly Computer consumables Months 36.0 8,000.00 288,000

f monthly Stationery Months 36.0 7,000.00 252,000

g monthly Photographs Months 36.0 3,000.00 108,000

h monthly Staff Welfare - Tea/ Lunch Months 36.0 25,000.00 900,000

I monthly Business promotion + Misc Months 36.0 5,000.00 180,000

j monthly Local Conveyance Months 36.0 10,000.00 360,000

k monthly Medical expenses Months 36.0 20,000.00 720,000

l monthly Testing Charges Months 36.0 20,000.00 720,000

4,993,200.00 0.20%

15 Vehicles

a vehicle Bus - Depreciation 2 Months 31.0 45,000.00 2,790,000

vehicle Fuel cost 2 20.0 45,000.00 1,800,000

Driver

b vehicle Jeep/ Tata Sumo - Depreciation 2 Months

Fuel cost

Driver

c vehicle LCV - Depreciation 2 Months

Fuel cost

Driver

d vehicle Car - Depreciation FOR CLIENT Months

Fuel cost

Driver

d vehicle Car - Depreciation ( SPCL) 2 Months

Fuel cost

Driver

d Two wheeler Months

e Hrdra Crane - for Shifting 1 Months

Fuel cost

Driver

f Tractors - for shifting 4 Months

Fuel cost

Driver

25,719,776.07 1.03%

16 Housekeeping & Misc expenses

a houseke Housekeeping of site 10.0 Months 36.0 4,500.00 1,620,000

b houseke Disposal of Debris LS 1,000,000

c houseke Repairs & Maintenance of Shuttering LS 800,000

3,420,000.00 0.14%

17 repairm Misc. Machinery not loaded in DC

repairm 6,764,866

6,764,866.04 0.27%

18 Defect liability maintenance

a Asst.engr. 1 Months 12 30,000.00 360,000

21,129,776

DLF PRIMUS IDC 5/71

b Jr. Engg 1 Months 12 25,000.00 300,000

c Accountant / store Months 12 10,000.00 -

660,000

Add % for benefits 15% 99,000

dlp Total 759,000

d dlp Replacement of Material if any 12 Months 75,000.00 900,000

1,659,000.00 0.07%

19 pf PF - Labours 600 4,000 18.0 15.0% 6,480,000

6,480,000.00 0.26%

20 pf ESI - 6.5% of 20% Labour Com. (Civil) 20% 6.50% -

-

21 OTHERS

a infra Mobile Toilets 2 310,000.00 620,000

monthly Creche Expenses 1 30.00 20,000.00 600,000

b houseke House Keeping during Handing over 200 4,500 5.00 4,500,000

infra Vertical Communication System 15,000.00 -

5,720,000.00 0.23%

Total Indirect Cost 302,438,376.01 12.10%

DLF PRIMUS IDC 6/71

SUMMARY SHEET COMPARISON OF TENDER VS PRESTART

Project : DLF Primus - Group Housing

Sl.No Item Description DC Amount SPCL Amount PSE Amount Difference

Structure Works

1 Earth works 7,694,444 10,312,701 7,550,075 -144,369

2 Concrete Works (PCC) 22,726,744 30,462,354 23,266,746 540,002

3 Reinforced Concrete Works 1,047,363,601 1,396,638,816 1,096,942,441 49,578,840

4 Water Proofing 31,383,146 42,055,140 30,500,999 -882,147

5 Brick Work 90,334,125 121,071,606 112,381,177 22,047,052

6 Miscellenous 49,201,803 66,126,619 49,024,838 -176,965

Sub Total 1,248,703,863 1,666,667,236 1,319,666,276 70,962,413

Finishes

1 Tiles & Painting 180,921,383 242,581,885 185,876,894 4,955,510

2 Rough Finishes 123,058,102 164,924,904 155,497,706 32,439,604

3 Stone Works 163,507,090 219,134,828 167,744,858 4,237,768

4 Laminated Wooden flooring 20,905,826 27,970,019 20,905,826 0

5 Doors - wooden & Fire Doors 77,702,007 104,126,575 78,814,503 1,112,496

6 Interiors 55,466,891 74,330,910 55,466,891 0

Sub Total 621,561,300 833,069,122 664,306,678 42,745,378

Cummulative 1,870,265,163 2,499,736,358 1,983,972,954 113,707,791

R & S.S 1.32700512584

Civil 1.34027517710

ITEM DESCRIPTION UOM QTY TENDER

DC RATE

TENDER

DC AMOUNT

PSE

RATEPSE AMOUNT

1.00 EXCAVATION, DISPOSAL, BACK FILLING

1.01 Earth work in manual excavation in foundation trenches in all types of soil

upto a depth of 3.0m, dressing of sides, ramming of bottoms, getting out the

excavated soil, disposal / stacking of surplus excavated soil within plot

boundary as directed by the Engineer In charge including all leads and lifts.

a Item same as above but for depth of 0m to 3m Cum 2,488.00 90.00 223,920.00 90.00 223,920.00 90.0 223920.0

-

b Item same as above but for depth of 3m to 6m Cum 3,070.00 105.00 322,350.00 105.00 322,350.00 105.0 322350.0

-

c Item same as above but for depth of 6m to 9m Cum 4,809.00 120.00 577,080.00 120.00 577,080.00 120.0 577080.0

-

d Item same as above but for depth of 9m to 12m Cum 1,961.00 240.00 470,640.00 240.00 470,640.00 240.0 470640.0

-

1.02 Extra over item no. 1.02 for additional lead of disposal outside plot -

boundary at Owner nominated location as directed by the Engineer In -

charge. (For payment One side lead only to be considered) Cum Rate Only 80.00

-

1.03All charges for backfilling of available excavated earth in trenches, plinth,

sides of -

foundations,behind retaining wall, general area filling for landscape, or for

maintaing -

levels in layers not exceeding 200mm in depth including watering, ramming, -

compacting, consolidating in deposited layer to achieve 95% Proctor

Density and -

transportation of soil, all labour, materials, machinery, tools & tackles etc. for

all lead & -

lift to the entire satisfaction of Engineer. Cum 63,950.50 50.00 3,197,525.00 50.60 3,236,081.04 35.0 2238267.5 9.0 576758.7 6.6 421054.8

-

1.04 Item same as above 1.07 but earth brought from out side as directed by the -

Engineer In charge at all depth and All location for every 3km lead and part

thereof. Cum Rate Only 400.00

-

-

1.05Providing & filling good quality of fine sand (free from silt, clay, mica, soil)

for -

foundation pits and wherever specified including filling in 150mm layers and -

compacting/ saturating to the required levels, including all leads and lifts, -

etc.,complete, and in plinth and under floor, above raft, including watering,

ramming and -

consolidation, dressing complete to the entire satisfaction of Engineer. -

-

- a LIFT PIT Cum 188.31 1,207.80 227,440.69 1207.80 227,440.69 1057.8 199194.2 150.0 28246.5b Entrance Lobby - Non tower Area Cum 25.45 1,207.80 30,738.49 1207.80 30,738.49 1057.8 26921.0 150.0 3817.5

-

1.06Providing & Filling toilet sunken areas and entrance lobby - non tower area

with Brick -

Bat, including the cost of ramming & consolidation at all lead and lifts at all

levels, to -

the satisfaction of Engineer. Cum 565.00 2,150.00 1,214,750.00 2605.00 1,471,825.00 2405.0 1358825.0 200.0 113000.0

-

-

1.06Providing Anti Termite Treatment comprising of providing & injecting

chemical -

emulsion for Preconstructional Anti-termite treatment with chloropyrifos

emulsifiable -

concentrate (20% concentration) diluted to a water based emulsion of 1% -

chloropyrifos as per CPWD/IS Specifications in foundation trenches, under

floors, -

junction of floors & walls, external perimeter of building & backfilling. Plinth

area only -

shall be measured & paid for. Sqm 22,000.00 65.00 1,430,000.00 45.00 990,000.00 45.0 990000.0

7,694,444.18 7,550,075.23 1,584,940.18 - 4,967,321.50 576,758.71 421,054.83 - - -

2.00 REINFORCEMENT -

-

Providing & fixing H.Y.S.D. Reinforcement as specified for R.C.C. work in -

sub-structure and superstructure including cost of binding wire, cover

blocks, -

straightening, cutting, bending, shifting cut & bent bars from steel yard to

work place, -

binding and placing in position to correct level & alignment all complete as

directed by -

the Engineer In charge at all levels and at all leads. (The rates are inclusive

of -

sortening of useable reinforcement steel in specified length & dia.) -

-

2.01 Reinforcement Steel In Fe500 Raft / Foundation, Footings & Sub structure MT 3,194.00 53,128.58 169,692,682.43 55402.17 176,954,534.21 49682.0 158684308.0 200.0 638800.0 3050.0 9741700.0 1255.1 4008632.2 915.1 2922894.0 300.0 958200.0

-

2.02 Reinforcement Steel Fe500 in Superstructure MT 6,819.00 54,828.58 373,876,082.57 57102.17 389,379,704.12 49682.0 338781558.0 200.0 1363800.0 4750.0 32390250.0 1255.1 8558191.4 915.1 6240204.7 300.0 2045700.0

SUB TOTAL 10,013.00 543,568,765.00 566,334,238.32 497,465,866 2,002,600 42,131,950 12,566,824 9,163,099 3,003,900

-

3.00 CENTRING & SHUTTERING -

-

Centring and Shuttering including Strutting, Propping etc. and removal of

formwork -

after specified period has elapsed after concreting, hacking of concrete

wherever -

applicable with prior approval of the Engineer including all leads & lifts at all

levels, -

tools & tackles, nails and other consumables. -

-

DLF GH Project 'The Primus' Sector-82A

BOQ OF STRUCTURE WORKS

Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges


DC RATE

TENDER

DC AMOUNT

PSE

RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges

3.001 Cent.&Shutt. Foundation, Raft & Footing / Pedestal at all location & levels Sqm 6,339.00 341.65 2,165,696.41 385.95 2,446,542.17 8.0 50712.0 4.0 25356.0 124.0 786036.0 15.4 97335.4 14.6 92522.8 85.0 538815.0 135.0 855765.0

3.002 Cent.&Shutt. Column at Foundation to First Basement Fl lvl. Sqm 9,712.00 341.65 3,318,069.65 385.95 3,748,354.25 8.0 77696.0 4.0 38848.0 124.0 1204288.0 15.4 149127.8 14.6 141754.4 85.0 825520.0 135.0 1311120.0

3.003 Cent.&Shutt. Column at First basement to GF Sqm 11,682.00 341.65 3,991,113.02 463.73 5,417,277.34 8.0 93456.0 4.0 46728.0 201.8 2357168.0 15.4 179377.2 14.6 170508.2 85.0 992970.0 135.0 1577070.0

3.004 Cent.&Shutt. Column GF To 1st Floor Sqm 6,249.00 337.65 2,109,952.23 463.73 2,897,839.93 8.0 49992.0 4.0 24996.0 201.8 1260909.3 15.4 95953.4 14.6 91209.2 85.0 531165.0 135.0 843615.0

3.005 Cent.&Shutt. Column 1st To 2nd Floor Sqm 5,792.00 341.65 1,978,815.84 463.73 2,685,915.97 8.0 46336.0 4.0 23168.0 201.8 1168696.9 15.4 88936.2 14.6 84538.9 85.0 492320.0 135.0 781920.0

3.006 Cent.&Shutt. Column 2nd To 3rd Floor Sqm 5,302.00 345.65 1,832,617.11 463.73 2,458,688.96 8.0 42416.0 4.0 21208.0 201.8 1069825.8 15.4 81412.2 14.6 77386.9 85.0 450670.0 135.0 715770.0

3.007 Cent.&Shutt. Column 3rd To 4th Floor Sqm 5,473.00 349.65 1,913,614.64 463.73 2,537,986.55 8.0 43784.0 4.0 21892.0 201.8 1104329.8 15.4 84038.0 14.6 79882.8 85.0 465205.0 135.0 738855.0

3.008 Cent.&Shutt. Column 4th To 5th Floor Sqm 5,491.00 353.65 1,941,872.28 463.73 2,546,333.67 8.0 43928.0 4.0 21964.0 201.8 1107961.8 15.4 84314.3 14.6 80145.5 85.0 466735.0 135.0 741285.0
















3.024 Cent.&Shutt. Column 20th To 21st Floor Sqm 2,777.00 417.65 1,159,804.00 463.73 1,287,774.28 8.0 22216.0 4.0 11108.0 201.8 560336.9 15.4 42640.9 14.6 40532.5 85.0 236045.0 135.0 374895.0


3.026 Cent.&Shutt. Column 22nd To 23rd Floor Sqm 2,777.00 425.65 1,182,020.00 463.73 1,287,774.28 8.0 22216.0 4.0 11108.0 201.8 560336.9 15.4 42640.9 14.6 40532.5 85.0 236045.0 135.0 374895.0

3.027 Cent.&Shutt. Column 23rd To 24th Floor Sqm 2,777.00 429.65 1,193,128.00 463.73 1,287,774.28 8.0 22216.0 4.0 11108.0 201.8 560336.9 15.4 42640.9 14.6 40532.5 85.0 236045.0 135.0 374895.0







3.034 Cent.&Shutt. Column 30th To 31st Floor Sqm 2,823.00 457.65 1,291,935.73 463.73 1,309,105.80 8.0 22584.0 4.0 11292.0 201.8 569618.7 15.4 43347.2 14.6 41203.9 85.0 239955.0 135.0 381105.0


3.036 Cent.&Shutt. Column 32nd To 33rd Floor Sqm 1,958.00 465.65 911,735.61 463.73 907,980.57 8.0 15664.0 4.0 7832.0 201.8 395080.9 15.4 30065.1 14.6 28578.6 85.0 166430.0 135.0 264330.0

3.037 Cent.&Shutt. Column 33rd To 34th Floor Sqm 1,629.00 469.65 765,053.95 463.73 755,413.87 8.0 13032.0 4.0 6516.0 201.8 328696.0 15.4 25013.3 14.6 23776.6 85.0 138465.0 135.0 219915.0

3.038 Cent.&Shutt. Column 34th To 35th Floor Sqm 499.72 473.65 236,690.57 463.73 231,734.45 8.0 3997.8 4.0 1998.9 201.8 100832.4 15.4 7673.2 14.6 7293.8 85.0 42476.2 135.0 67462.2

3.039 Cent.&Shutt. of wall at Foundn to First basement floor lvl. Sqm 11,335.00 341.65 3,872,561.72 385.95 4,374,752.41 8.0 90680.0 4.0 45340.0 124.0 1405540.0 15.4 174049.0 14.6 165443.4 85.0 963475.0 135.0 1530225.0

3.040 Cent.&Shutt. Of wall at first basement floor to GF Sqm 11,340.00 341.65 3,874,269.95 385.95 4,376,682.17 8.0 90720.0 4.0 45360.0 124.0 1406160.0 15.4 174125.8 14.6 165516.4 85.0 963900.0 135.0 1530900.0

3.041 Cent.&Shutt. Wall overheadwater talk wall 3rd To 4th Floor Sqm 108.00 373.65 40,353.81 478.73 51,702.69 8.0 864.0 19.0 2052.0 201.8 21792.0 15.4 1658.3 14.6 1576.3 85.0 9180.0 135.0 14580.0

3.042 Cent.&Shutt. Wall overheadwater talk wall 6th To 7th Floor Sqm 144.00 385.65 55,533.08 478.73 68,936.92 8.0 1152.0 19.0 2736.0 201.8 29056.0 15.4 2211.1 14.6 2101.8 85.0 12240.0 135.0 19440.0




DC RATE

TENDER

DC AMOUNT

PSE


3.043 Cent.&Shutt. Wall overheadwater talk wall 32nd To 33rd Floor Sqm 319.00 489.65 156,197.20 478.73 152,714.42 8.0 2552.0 19.0 6061.0 201.8 64367.1 15.4 4898.2 14.6 4656.1 85.0 27115.0 135.0 43065.0

3.044 Cent.&Shutt. Wall overheadwater talk wall 33rd To 34th Floor sqm 356.00 493.65 175,738.11 478.73 170,427.38 8.0 2848.0 19.0 6764.0 201.8 71832.9 15.4 5466.4 14.6 5196.1 85.0 30260.0 135.0 48060.0

3.045 Cent.&Shutt. Staircases at Foundn to first basement floor lvl. Sqm 366.07 371.65 136,048.11 483.73 177,077.89 8.0 2928.5 24.0 8785.6 201.8 73864.5 15.4 5621.0 14.6 5343.1 85.0 31115.8 135.0 49419.3

3.046 Cent.&Shutt. Staircases at first basement floor to GF Sqm 420.37 371.65 156,228.28 483.73 203,344.07 8.0 3362.9 24.0 10088.8 201.8 84820.9 15.4 6454.8 14.6 6135.6 85.0 35731.3 135.0 56749.7

3.047 Cent.&Shutt. Staircases GF To 1st Floor Sqm 338.02 367.65 124,273.16 483.73 163,511.69 8.0 2704.2 24.0 8112.6 201.8 68205.7 15.4 5190.4 14.6 4933.7 85.0 28732.0 135.0 45633.2

3.048 Cent.&Shutt. Staircases 1st To 2nd Floor Sqm 360.10 371.65 133,829.78 483.73 174,190.56 8.0 2880.8 24.0 8642.4 201.8 72660.1 15.4 5529.3 14.6 5255.9 85.0 30608.5 135.0 48613.5

3.049 Cent.&Shutt. Staircases 2nd To 3rd Floor Sqm 350.69 375.65 131,737.23 483.73 169,641.10 8.0 2805.6 24.0 8416.7 201.8 70762.4 15.4 5384.9 14.6 5118.7 85.0 29809.1 135.0 47343.8

3.050 Cent.&Shutt. Staircases 3rd To 4th Floor Sqm 327.66 379.65 124,396.75 483.73 158,500.83 8.0 2621.3 24.0 7864.0 201.8 66115.5 15.4 5031.3 14.6 4782.5 85.0 27851.5 135.0 44234.7

3.051 Cent.&Shutt. Staircases 4th To 5th Floor Sqm 327.66 383.65 125,707.41 483.73 158,500.83 8.0 2621.3 24.0 7864.0 201.8 66115.5 15.4 5031.3 14.6 4782.5 85.0 27851.5 135.0 44234.7
















3.067 Cent.&Shutt. Staircases 20th To 21st Floor Sqm 181.75 447.65 81,359.13 483.73 87,917.03 8.0 1454.0 24.0 4362.0 201.8 36672.8 15.4 2790.8 14.6 2652.8 85.0 15448.6 135.0 24536.1

3.068 Cent.&Shutt. Staircases 21st To 22nd Floor Sqm 181.75 451.65 82,086.13 483.73 87,917.03 8.0 1454.0 24.0 4362.0 201.8 36672.8 15.4 2790.8 14.6 2652.8 85.0 15448.6 135.0 24536.1

3.069 Cent.&Shutt. Staircases 22nd To 23rd Floor Sqm 181.75 455.65 82,813.12 483.73 87,917.03 8.0 1454.0 24.0 4362.0 201.8 36672.8 15.4 2790.8 14.6 2652.8 85.0 15448.6 135.0 24536.1

3.070 Cent.&Shutt. Staircases 23rd To 24th Floor Sqm 181.75 459.65 83,540.12 483.73 87,917.03 8.0 1454.0 24.0 4362.0 201.8 36672.8 15.4 2790.8 14.6 2652.8 85.0 15448.6 135.0 24536.1




3.074 Cent.&Shutt.Staircases 27th To 28th Floor Sqm 181.75 475.65 86,448.10 483.73 87,917.03 8.0 1454.0 24.0 4362.0 201.8 36672.8 15.4 2790.8 14.6 2652.8 85.0 15448.6 135.0 24536.1



3.077 Cent.&Shutt.Staircases 30th To 31st Floor Sqm 181.75 487.65 88,629.08 483.73 87,917.03 8.0 1454.0 24.0 4362.0 201.8 36672.8 15.4 2790.8 14.6 2652.8 85.0 15448.6 135.0 24536.1

3.078 Cent.&Shutt.Staircases 31st To 32nd Floor Sqm 181.75 491.65 89,356.08 483.73 87,917.03 8.0 1454.0 24.0 4362.0 201.8 36672.8 15.4 2790.8 14.6 2652.8 85.0 15448.6 135.0 24536.1

3.079 Cent.&Shutt.Staircases 32nd To 33rd Floor Sqm 181.75 495.65 90,083.07 483.73 87,917.03 8.0 1454.0 24.0 4362.0 201.8 36672.8 15.4 2790.8 14.6 2652.8 85.0 15448.6 135.0 24536.1

3.080 Cent.&Shutt.Staircases 33rd To 34th Floor Sqm 181.75 499.65 90,810.07 483.73 87,917.03 8.0 1454.0 24.0 4362.0 201.8 36672.8 15.4 2790.8 14.6 2652.8 85.0 15448.6 135.0 24536.1

3.081 Cent.&Shutt.Staircases 34th To 35th Floor Sqm 85.33 503.65 42,976.15 483.73 41,276.56 8.0 682.6 24.0 2047.9 201.8 17217.7 15.4 1310.2 14.6 1245.5 85.0 7253.1 135.0 11519.6

3.082 Cent.&Shutt. Beam/Lintel first basement floor Level Sqm 12,284.06 351.65 4,319,643.83 385.95 4,741,041.34 8.0 98272.4 4.0 49136.2 124.0 1523222.9 15.4 188621.8 14.6 179295.6 85.0 1044144.8 135.0 1658347.6

3.083 Cent.&Shutt. Beam/Lintel GF Floor/ first basement roof Level Sqm 16,382.62 347.65 5,695,356.91 385.95 6,322,883.62 8.0 131060.9 4.0 65530.5 124.0 2031444.3 15.4 251555.2 14.6 239117.4 85.0 1392522.3 135.0 2211653.1

3.084 Cent.&Shutt. Beam/Lintel 1st Floor Level Sqm 4,490.00 351.65 1,578,892.25 463.73 2,082,141.35 8.0 35920.0 4.0 17960.0 201.8 905982.2 15.4 68944.0 14.6 65535.1 85.0 381650.0 135.0 606150.0

3.085 Cent.&Shutt. Beam/Lintel 2nd Floor Level Sqm 4,405.32 355.65 1,566,734.99 463.73 2,042,871.35 8.0 35242.5 4.0 17621.3 201.8 888895.0 15.4 67643.7 14.6 64299.1 85.0 374451.9 135.0 594717.8

3.086 Cent.&Shutt. Beam/Lintel 3rd Floor Level Sqm 3,849.44 359.65 1,384,438.83 463.73 1,785,097.52 8.0 30795.6 4.0 15397.8 201.8 776732.4 15.4 59108.2 14.6 56185.7 85.0 327202.8 135.0 519675.0


DC RATE

TENDER

DC AMOUNT

PSE


3.087 Cent.&Shutt. Beam/Lintel 4th Floor Level Sqm 3,837.66 363.65 1,395,549.96 463.73 1,779,631.11 8.0 30701.3 4.0 15350.6 201.8 774353.8 15.4 58927.2 14.6 56013.7 85.0 326200.8 135.0 518083.7

3.088 Cent.&Shutt. Beam/Lintel 5thFloor Level Sqm 4,263.01 367.65 1,567,279.20 463.73 1,976,878.34 8.0 34104.1 4.0 17052.0 201.8 860180.1 15.4 65458.5 14.6 62222.0 85.0 362355.6 135.0 575506.0












3.100 Cent.&Shutt. Beam/Lintel 17th Floor Level Sqm 2,333.08 415.65 969,735.44 463.73 1,081,914.98 8.0 18664.6 4.0 9332.3 201.8 470763.3 15.4 35824.4 14.6 34053.1 85.0 198311.6 135.0 314965.5

3.101 Cent.&Shutt. Beam/Lintel 18th Floor Level Sqm 1,931.36 419.65 810,489.51 463.73 895,628.25 8.0 15450.9 4.0 7725.5 201.8 389706.1 15.4 29656.1 14.6 28189.8 85.0 164165.9 135.0 260734.0



3.104 Cent.&Shutt. Beam/Lintel 21st Floor Level Sqm 1,668.34 431.65 720,131.42 463.73 773,655.34 8.0 13346.7 4.0 6673.3 201.8 336633.2 15.4 25617.3 14.6 24350.7 85.0 141808.6 135.0 225225.4

3.105 Cent.&Shutt. Beam/Lintel 22nd Floor Level Sqm 1,668.34 435.65 726,804.77 463.73 773,655.34 8.0 13346.7 4.0 6673.3 201.8 336633.2 15.4 25617.3 14.6 24350.7 85.0 141808.6 135.0 225225.4

3.106 Cent.&Shutt. Beam/Lintel 23rd Floor Level Sqm 1,668.34 439.65 733,478.11 463.73 773,655.34 8.0 13346.7 4.0 6673.3 201.8 336633.2 15.4 25617.3 14.6 24350.7 85.0 141808.6 135.0 225225.4








3.114 Cent.&Shutt. Beam/Lintel 31st Floor Level Sqm 1,897.33 471.65 894,867.79 463.73 879,845.14 8.0 15178.6 4.0 7589.3 201.8 382838.6 15.4 29133.5 14.6 27693.0 85.0 161272.9 135.0 256139.3

3.115 Cent.&Shutt. Beam/Lintel 32nd Floor Level Sqm 2,399.15 475.65 1,141,144.91 463.73 1,112,552.39 8.0 19193.2 4.0 9596.6 201.8 484094.3 15.4 36838.9 14.6 35017.5 85.0 203927.4 135.0 323884.7

3.116 Cent.&Shutt. Beam/Lintel 33rd Floor Level Sqm 2,675.73 479.65 1,283,404.69 463.73 1,240,812.95 8.0 21405.8 4.0 10702.9 201.8 539903.1 15.4 41085.9 14.6 39054.4 85.0 227437.1 135.0 361223.7


3.118 Cent.&Shutt. slab (steel plates) first basement Floor Level Sqm 15,935.27 341.65 5,444,228.80 385.95 6,150,232.01 8.0 127482.2 4.0 63741.1 124.0 1975974.0 15.4 244686.2 14.6 232588.1 85.0 1354498.3 135.0 2151262.0

3.119 Cent.&Shutt. slab (steel plates)GF Floor/ first basement roof Level Sqm 17,316.90 337.65 5,846,987.98 385.95 6,683,470.84 8.0 138535.2 4.0 69267.6 124.0 2147295.4 15.4 265901.1 14.6 252754.0 85.0 1471936.3 135.0 2337781.2

3.120 Cent.&Shutt. slab (steel plates)at 1st Floor Level Sqm 4,784.60 341.65 1,634,640.05 463.73 2,218,754.13 8.0 38276.8 4.0 19138.4 201.8 965425.2 15.4 73467.5 14.6 69835.0 85.0 406690.7 135.0 645920.5

3.121 Cent.&Shutt. slab (steel plates)at 2nd Floor Level Sqm 4,821.62 345.65 1,666,575.94 463.73 2,235,923.62 8.0 38573.0 4.0 19286.5 201.8 972896.0 15.4 74036.0 14.6 70375.4 85.0 409837.8 135.0 650918.9

3.122 Cent.&Shutt. slab (steel plates)at 3rd Floor Level Sqm 4,187.55 349.65 1,464,162.78 463.73 1,941,888.07 8.0 33500.4 4.0 16750.2 201.8 844955.2 15.4 64299.9 14.6 61120.7 85.0 355942.0 135.0 565319.7

3.123 Cent.&Shutt. slab (steel plates)at 4th Floor Level Sqm 4,188.27 353.65 1,481,167.27 463.73 1,942,221.50 8.0 33506.2 4.0 16753.1 201.8 845100.2 15.4 64310.9 14.6 61131.2 85.0 356003.1 135.0 565416.7









DC RATE

TENDER

DC AMOUNT

PSE







3.136 Cent.&Shutt. slab (steel plates)at 17th Floor Level Sqm 2,239.51 405.65 908,450.43 463.73 1,038,526.29 8.0 17916.1 4.0 8958.1 201.8 451884.0 15.4 34387.7 14.6 32687.5 85.0 190358.6 135.0 302334.3

3.137 Cent.&Shutt. slab (steel plates)at 18th Floor Level Sqm 2,140.49 409.65 876,845.07 463.73 992,607.63 8.0 17123.9 4.0 8562.0 201.8 431903.9 15.4 32867.3 14.6 31242.2 85.0 181941.9 135.0 288966.5



3.140 Cent.&Shutt. slab (steel plates)at 21st Floor Level Sqm 1,999.46 421.65 843,065.56 463.73 927,207.29 8.0 15995.7 4.0 7997.8 201.8 403446.8 15.4 30701.7 14.6 29183.7 85.0 169954.2 135.0 269927.3

3.141 Cent.&Shutt. slab (steel plates)at 22nd Floor Level Sqm 1,999.46 425.65 851,063.40 463.73 927,207.29 8.0 15995.7 4.0 7997.8 201.8 403446.8 15.4 30701.7 14.6 29183.7 85.0 169954.2 135.0 269927.3

3.142 Cent.&Shutt. slab (steel plates)at 23rd Floor Level Sqm 1,999.46 429.65 859,061.25 463.73 927,207.29 8.0 15995.7 4.0 7997.8 201.8 403446.8 15.4 30701.7 14.6 29183.7 85.0 169954.2 135.0 269927.3








3.150 Cent.&Shutt. slab (steel plates)at 31st Floor Level Sqm 1,850.59 461.65 854,319.61 463.73 858,172.93 8.0 14804.7 4.0 7402.4 201.8 373408.6 15.4 28415.9 14.6 27010.9 85.0 157300.4 135.0 249830.1

3.151 Cent.&Shutt. slab (steel plates)at 32nd Floor Level Sqm 1,252.95 465.65 583,433.56 463.73 581,030.65 8.0 10023.6 4.0 5011.8 201.8 252818.3 15.4 19239.1 14.6 18287.9 85.0 106501.1 135.0 169148.8

3.152 Cent.&Shutt. slab (steel plates)at 33rd Floor Level Sqm 1,066.86 469.65 501,045.46 463.73 494,732.02 8.0 8534.9 4.0 4267.4 201.8 215268.0 15.4 16381.6 14.6 15571.6 85.0 90682.8 135.0 144025.7

3.153 Cent.&Shutt. slab (steel plates)at 34th Floor Level Sqm 712.04 473.65 337,257.11 463.73 330,195.20 8.0 5696.4 4.0 2848.2 201.8 143674.7 15.4 10933.4 14.6 10392.9 85.0 60523.7 135.0 96126.0

3.154 Cent.&Shutt. For Lintel Sqm 4,434.47 413.87 1,835,286.93 473.73 2,100,734.09 8.0 35475.7 14.0 62082.5 201.8 894777.0 15.4 68091.3 14.6 64724.6 85.0 376929.8 135.0 598653.1

3.155 Cent.&Shutt. for Bottom & Top Rails In Balcony at all Fl. Sqm 4,009.00 458.87 1,839,604.23 523.73 2,099,627.90 8.0 32072.0 64.0 256576.0 201.8 808927.1 15.4 61558.2 14.6 58514.6 85.0 340765.0 135.0 541215.0

446,832.42 -

-

-

3.156 Extra for providing and fixing film face shuttering ply 12mm thick for all -

building elements except staircase, lintels, counters, piers, ledges, water

tanks, -

lift pit, shafts etc. and whereever specifically instructed by the Engineer, -

including the cost of extra labour, supervision, consummables (foam etc.) to

achieve & maintain a very high degree of accuracy for line, level etc. so as

to

-

achieve fair face concrete surface. -

a Slab Sqm 33,886.00 50.00 1,694,300.00 50.00 1,694,300.00 50.0 1694300.0

-

3.157 Extra for additional height( floor to floor) for shuttering -

beyond 3.0m for every additional one meter. (shuttering -

area of horizontals and verticals above 3.0m to be measured) Sqm 71,467.00 50.00 3,573,350.00 50.00 3,573,350.00 50.0 3573350.0

-

3.158 Extra over slab shuttering for shuttering in sunken area of plan -

dimension upto 600mm*2400mm. Sqm 4,473.00 105.00 469,665.00 105.00 469,665.00 105.0 469665.0

177,344,442.64 205,609,651.78 3,574,659.40 2,278,630.30 88,070,236 6,861,115 6,521,877 37,980,756 60,322,377 -

4.000 PCC & LEAN CONCRETE -

-

4.001Providing and laying Plain Cement Concrete 1:4:8 (1 cement: 4 coarse

sand: 8 graded -

stone aggregate 20mm nominal size) in footings and bases for columns,

pile caps, -

plinth beam excluding the cost of centring and shuttering & all leads and

lifts.Cum 2,990.00 3,952.62 11,818,347.43 4046.63 12,099,433.88 2874.9 8596080.8 35.0 104650.0 281.8 842697.7 399.5 1194392.8 445.4 1331712.5 10.0 29900.0

-

4.002 Item same as S.No. 4.001 but under floors at all floors of Toilet & Balcony Cum 2,732.00 3,952.62 10,798,570.30 4046.63 11,055,402.46 2874.9 7854345.4 35.0 95620.0 281.8 769983.4 399.5 1091331.5 445.4 1216802.2 10.0 27320.0

-

4.003 Item same as S.No. 4.001 but under floors at entrance lobby - -

non tower area Cum 6.00 4,719.62 28,317.75 4865.63 29,193.80 3693.9 22163.7 35.0 210.0 281.8 1691.0 399.5 2396.8 445.4 2672.3 10.0 60.0

-

-

4.004 Providing & applying CC 1:2:4 Screed at the bottom of the drain including -

providing necessary longitudinal slope in cement mortar finished with a -

floating coat of neat cement as specified by the Engineer. Cum 17.00 4,794.62 81,508.62 4865.63 82,715.77 3693.9 62797.0 35.0 595.0 281.8 4791.3 399.5 6790.9 445.4 7571.6 10.0 170.0

- -

4.005 Screed on podium slab-Non Tower area-1:2:4 Cum 4,749.62 - -


DC RATE

TENDER

DC AMOUNT

PSE


0.001 Screed on water tank slab Cum 4,759.62 - -

5,745.00 22,726,744.10 23,266,745.90 16,535,386.91 201,075.00 1,619,163.38 2,294,912.01 2,558,758.61 - - 57,450.00

5.00 RCC IN ALL GRADES -

Providing and Laying Reinforced Cement Concrete at -

all levels using graded stone aggregate 20mm -

nominal size and coarse sand as per the approved -

mix design including curing and all leads & lifts at all -

levels but excluding the cost of centring, shuttering -

and reinforcement. -

-

5.00 Providing and Laying Reinforced Cement Concrete at all levels using -

graded stone aggregate 20mm nominal size and coarse sand as per -

the approved mix design including curing and all leads & lifts at all -

levels but excluding the cost of centring, shuttering and -

reinforcement. (With batching Plant and Concrete Pumps but -

excluding Transit Mixture.) -

-

5.002 P&L RCC M-25 In Foundation, Raft (tower) Cum 8,979.00 4,572.26 41,054,330.19 4666.47 41,900,264.69 3494.8 31379660.3 35.0 314265.0 281.8 2530629.8 399.5 3586773.7 445.4 3999146.0 10.0 89790.0

5.003 P&L RCC M-25 - 150mm thk slab In Foundation, Raft (tower) Cum 34.00 4,572.26 155,456.87 4666.47 158,660.10 3494.8 118822.6 35.0 1190.0 281.8 9582.5 399.5 13581.7 445.4 15143.2 10.0 340.0

5.004 P&L RCC M-25 - UG Sump Base Slab Cum 488.00 4,572.26 2,231,263.30 4666.47 2,277,239.02 3494.8 1705454.3 35.0 17080.0 281.8 137537.3 399.5 194937.7 445.4 217349.7 10.0 4880.0

5.005 P&L RCC M-25 In 230mm thk retainer wall at Foundation (tower) Cum 42.00 4,572.26 192,034.96 4666.47 195,991.88 3494.8 146780.9 35.0 1470.0 281.8 11837.2 399.5 16777.4 445.4 18706.3 10.0 420.0

5.006 P&L RCC M-25 In Foundation, footing (non tower) Cum 2,223.00 4,572.26 10,164,135.87 4666.47 10,373,570.38 3494.8 7768903.5 35.0 77805.0 281.8 626527.4 399.5 888005.1 445.4 990099.3 10.0 22230.0

5.007 P&L RCC M-25 - 150mm thkTie slab In Foundation, Raft Cum 2,245.00 4,572.26 10,264,725.61 4666.47 10,476,232.79 3494.8 7845788.8 35.0 78575.0 281.8 632727.9 399.5 896793.3 445.4 999897.8 10.0 22450.0

5.008 P&L RCC M-25 - Retaining wall Raft In Foundation, Raft Cum 616.00 4,572.26 2,816,512.68 4666.47 2,874,547.62 3494.8 2152786.6 35.0 21560.0 281.8 173612.6 399.5 246068.9 445.4 274359.5 10.0 6160.0

5.009 P&L RCC M-40 - in foundation ,fooring (Non Tower) Cum 26.00 4,572.26 118,878.78 5177.59 134,617.43 4005.9 104153.5 35.0 910.0 281.8 7327.8 399.5 10386.0 445.4 11580.1 10.0 260.0

-

5.010 P&L RCC M-25 In Column for foundn to 1st basement floor Cum 380.00 4,693.35 1,783,473.70 4666.47 1,773,259.89 3494.8 1328017.7 35.0 13300.0 281.8 107098.7 399.5 151795.7 445.4 169247.7 10.0 3800.0



5.01 P&L RCC M-40 In Column for first basement /GF floor Cum 55.90 5,829.35 325,860.77 5177.59 289,427.47 4005.9 223930.0 35.0 1956.5 281.8 15754.8 399.5 22330.0 445.4 24897.2 10.0 559.0

5.01 P&L RCC M-40 In Column for first basement /GF floor TOWER Cum 565.00 5,489.35 3,101,483.79 5177.59 2,925,340.27 4005.9 2263335.4 35.0 19775.0 281.8 159238.9 399.5 225696.3 445.4 251644.7 10.0 5650.0

5.02 P&L RCC M-35 In Column for first basement /GF floor TOWER Cum 403.26 5,093.35 2,053,945.06 4944.96 1,994,105.94 3773.3 1521610.2 35.0 14114.1 281.8 113654.3 399.5 161087.2 445.4 179607.5 10.0 4032.6

5.02 P&L RCC M-25 In Column for first basement /GF floor Cum 462.00 4,693.35 2,168,328.55 4666.47 2,155,910.71 3494.8 1614589.9 35.0 16170.0 281.8 130209.5 399.5 184551.7 445.4 205769.6 10.0 4620.0

-

5.02 P&L RCC M-40 In Column From GF To 1st Floor Cum 442.38 5,489.35 2,428,379.47 5177.59 2,290,463.77 4005.9 1772131.6 35.0 15483.3 281.8 124679.8 399.5 176714.2 445.4 197031.1 10.0 4423.8

5.02 P&L RCC M- 35 In Column From GF To 1st Floor Cum 269.97 5,093.35 1,375,052.20 4944.96 1,334,991.77 3773.3 1018670.6 35.0 9449.0 281.8 76088.0 399.5 107842.9 445.4 120241.6 10.0 2699.7

5.019 P&L RCC M- 30 In Column From GF To 1st Floor Cum 48.39 4,923.35 238,241.00 5003.67 242,127.76 3832.0 185429.7 35.0 1693.7 281.8 13638.2 399.5 19330.0 445.4 21552.4 10.0 483.9

-

5.020 P&L RCC M-40 In Column From 1st To 2nd Floor Cum 374.70 5,489.35 2,056,860.13 5177.59 1,940,044.25 4005.9 1501012.0 35.0 13114.5 281.8 105605.0 399.5 149678.6 445.4 166887.2 10.0 3747.0

5.021 P&L RCC M- 35 In Column From 1st Floor TO 2nd floor Cum 227.13 5,093.35 1,156,853.00 4944.96 1,123,149.54 3773.3 857023.6 35.0 7949.6 281.8 64014.0 399.5 90729.9 445.4 101161.2 10.0 2271.3

5.022 P&L RCC M-25 In Column From 2nd To 3rd Floor Cum 30.61 4,693.35 143,663.50 4666.47 142,840.75 3494.8 106975.3 35.0 1071.4 281.8 8627.1 399.5 12227.5 445.4 13633.4 10.0 306.1

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5.023 P&L RCC M-35 In Column From 2nd To 3rd Floor Cum 225.78 4,979.83 1,124,347.00 4944.96 1,116,473.84 3773.3 851929.7 35.0 7902.3 281.8 63633.5 399.5 90190.6 445.4 100559.9 10.0 2257.8


5.025 P&L RCC M-25 In Column From 2nd To 3rd Floor Cum 30.61 4,579.83 140,188.73 4666.47 142,840.75 3494.8 106975.3 35.0 1071.4 281.8 8627.1 399.5 12227.5 445.4 13633.4 10.0 306.1

-

5.0260 P&L RCC M-35 In Column From 3rd To 4th Floor Cum 225.78 4,985.09 1,125,532.67 4944.96 1,116,473.84 3773.3 851929.7 35.0 7902.3 281.8 63633.5 399.5 90190.6 445.4 100559.9 10.0 2257.8


5.0280 P&L RCC M-25 In Column From 3rd To 4th Floor Cum 30.61 4,585.09 140,349.48 4666.47 142,840.75 3494.8 106975.3 35.0 1071.4 281.8 8627.1 399.5 12227.5 445.4 13633.4 10.0 306.1

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5.029 P&L RCC M-30 In Column From 4th To 5th Floor Cum 225.78 4,820.49 1,088,371.32 5003.67 1,129,729.38 3832.0 865185.2 35.0 7902.3 281.8 63633.5 399.5 90190.6 445.4 100559.9 10.0 2257.8

5.030 P&L RCC M-35 In Column From 4th To 5th Floor Cum - 4,990.49 4944.96 - 3773.3 35.0 281.8 399.5 445.4 10.0


5.032 P&L RCC M-25 In Column From 4th To 5th Floor Cum 32.61 4,590.49 149,696.04 4666.47 152,173.70 3494.8 113964.9 35.0 1141.4 281.8 9190.8 399.5 13026.5 445.4 14524.1 10.0 326.1

-



5.035 P&L RCC M-35 In Column 5th to 6th floor Cum 82.01 4,996.07 409,727.38 4944.96 405,536.45 3773.3 309446.2 35.0 2870.4 281.8 23113.6 399.5 32759.9 445.4 36526.3 10.0 820.1

-



-



-


DC RATE

TENDER

DC AMOUNT

PSE



5.041 P&L RCC M- 30 In Column From 8th floor TO 9th floor Cum 225.78 4,843.80 1,093,633.82 5003.67 1,129,729.38 3832.0 865185.2 35.0 7902.3 281.8 63633.5 399.5 90190.6 445.4 100559.9 10.0 2257.8

-



-


5.045 P&L RCC M-35 In Column 10th to 11th floor Cum 330.22 5,026.53 1,659,861.41 4944.96 1,632,925.82 3773.3 1246010.3 35.0 11557.7 281.8 93068.8 399.5 131910.5 445.4 147076.3 10.0 3302.2

-



-



-




-


5.054 P&L RCC M-30 In Column 14th to 15th floor Cum 330.22 4,884.36 1,612,914.40 5003.67 1,652,313.03 3832.0 1265397.6 35.0 11557.7 281.8 93068.8 399.5 131910.5 445.4 147076.3 10.0 3302.2

-



-



-



-


-


-

5.062 P&L RCC M-30 In Column From 20th To 21st Floor Cum 330.22 4,932.79 1,628,907.30 5003.67 1,652,313.03 3832.0 1265397.6 35.0 11557.7 281.8 93068.8 399.5 131910.5 445.4 147076.3 10.0 3302.2

-

5.063 P&L RCC M-30 In Column From 21st To 22nd Floor Cum 248.21 4,941.73 1,226,601.75 5003.67 1,241,975.79 3832.0 951147.3 35.0 8687.4 281.8 69956.0 399.5 99151.7 445.4 110551.2 10.0 2482.1

-

5.064 P&L RCC M-25 In Column From 21st To 22nd Floor Cum 82.01 4,711.73 386,416.50 4666.47 382,704.58 3494.8 286612.5 35.0 2870.4 281.8 23114.0 399.5 32760.5 445.4 36527.0 10.0 820.1









5.073 P&L RCC M-25 In Column From 30th To 31st Floor Cum 335.35 4,805.28 1,611,452.24 4666.47 1,564,902.04 3494.8 1171975.8 35.0 11737.3 281.8 94514.6 399.5 133959.8 445.4 149361.1 10.0 3353.5

5.074 P&L RCC M-25 In Column From 31st To 32nd floor Cum 279.12 4,817.30 1,344,588.34 4666.47 1,302,490.37 3494.8 975452.2 35.0 9769.1 281.8 78665.9 399.5 111496.6 445.4 124315.4 10.0 2791.2

5.075 P&L RCC M-25 In Column From 32st To 33rd floor Cum 243.96 4,829.67 1,178,256.63 4666.47 1,138,441.77 3494.8 852594.0 35.0 8538.7 281.8 68757.9 399.5 97453.6 445.4 108657.9 10.0 2439.6

5.076 P&L RCC M-25 In Column From 33rd To 34th floor Cum 205.65 4,686.62 963,811.65 4666.47 959,667.54 3494.8 718707.7 35.0 7197.8 281.8 57960.6 399.5 82150.1 445.4 91594.9 10.0 2056.5

- -

-

5.077 P&L RCC M-20 In Overhead water tank Wall 3rd to 4th floor Cum 12.00 4,481.49 53,777.94 4454.14 53,449.72 3282.5 39389.4 35.0 420.0 281.8 3382.1 399.5 4793.5 445.4 5344.7 10.0 120.0

5.078 P&L RCC M-20 In Overhead water tank Wall 6th to 7th floor Cum 16.54 4,498.72 74,421.12 4454.14 73,683.78 3282.5 54300.8 35.0 579.0 281.8 4662.4 399.5 6608.2 445.4 7368.0 10.0 165.4


DC RATE

TENDER

DC AMOUNT

PSE


5.079 P&L RCC M-20 In Overhead water tank Wall 14th to 15th floor Cum 24.30 4,552.85 110,625.39 4454.14 108,227.00 3282.5 79757.2 35.0 850.4 281.8 6848.1 399.5 9706.2 445.4 10822.1 10.0 243.0

5.080 P&L RCC M-20 In Overhead water tank Wall 17th to18th floor Cum 34.91 4,576.69 159,760.74 4454.14 155,483.03 3282.5 114582.3 35.0 1221.8 281.8 9838.3 399.5 13944.2 445.4 15547.4 10.0 349.1

5.081 P&L RCC M-20 In Overhead water tank Wall 32nd to33rd floor Cum 36.52 4,733.42 172,886.72 4454.14 162,686.18 3282.5 119890.6 35.0 1278.4 281.8 10294.1 399.5 14590.2 445.4 16267.7 10.0 365.2

5.082 P&L RCC M-20 In Overhead water tank Wall 33rd to 34th floor Cum 32.01 4,746.55 151,935.51 4454.14 142,575.66 3282.5 105070.3 35.0 1120.3 281.8 9021.6 399.5 12786.7 445.4 14256.7 10.0 320.1

-

5.078 P&L RCC M-25 In Wall(UG Sump ) Cum - 4,686.62 4666.47 - 3494.8 35.0 281.8 399.5 445.4 10.0

5.079 P&L RCC M-25 In Wall(Retaining) for Foundation to 1st basement floor Cum 1,702.00 4,574.74 7,786,200.42 4666.47 7,942,337.73 3494.8 5948121.4 35.0 59570.0 281.8 479689.5 399.5 679885.2 445.4 758051.7 10.0 17020.0

5.080 P&L RCC M-25 In Wall(Retaining) for first basement to GF floor Cum 1,723.00 4,574.74 7,882,269.87 4666.47 8,040,333.67 3494.8 6021511.8 35.0 60305.0 281.8 485608.1 399.5 688273.9 445.4 767404.9 10.0 17230.0

-

5.081 P&L RCC M-25 In Staircases for Foundation to 1st basement Cum 49.83 4,574.74 227,946.01 4666.47 232,517.03 3494.8 174135.1 35.0 1743.9 281.8 14043.2 399.5 19904.1 445.4 22192.5 10.0 498.3

5.082 P&L RCC M-25 In Staircases for first basement to GF Cum 55.96 4,574.74 255,985.83 4666.47 261,119.14 3494.8 195555.6 35.0 1958.5 281.8 15770.7 399.5 22352.5 445.4 24922.4 10.0 559.6

5.083 P&L RCC M-25 In Staircases from GF To 1st Floor Cum 47.09 4,569.79 215,211.87 4666.47 219,765.33 3494.8 164585.1 35.0 1648.3 281.8 13273.1 399.5 18812.5 445.4 20975.4 10.0 470.9

5.084 P&L RCC M-25 In Staircases From 1St To 2nd Floor Cum 50.85 4,574.74 232,611.95 4666.47 237,276.53 3494.8 177699.5 35.0 1779.6 281.8 14330.7 399.5 20311.5 445.4 22646.7 10.0 508.5

5.085 P&L RCC M-25 In Staircases From 2nd To 3rd Floor Cum 49.42 4,579.83 226,329.47 4666.47 230,611.06 3494.8 172707.7 35.0 1729.7 281.8 13928.1 399.5 19740.9 445.4 22010.5 10.0 494.2

5.086 P&L RCC M-25 In Staircases From 3rd To 4th Floor Cum 45.86 4,585.09 210,287.29 4666.47 214,020.00 3494.8 160282.4 35.0 1605.2 281.8 12926.1 399.5 18320.7 445.4 20427.0 10.0 458.6

5.087 P&L RCC M-25 In Staircases From 4th To 5th Floor Cum 45.86 4,590.49 210,535.36 4666.47 214,020.00 3494.8 160282.4 35.0 1605.2 281.8 12926.1 399.5 18320.7 445.4 20427.0 10.0 458.6
















5.103 P&L RCC M-25 In Staircases From 20th To 21st Floor Cum 22.59 4,702.79 106,217.78 4666.47 105,397.44 3494.8 78933.5 35.0 790.5 281.8 6365.6 399.5 9022.3 445.4 10059.6 10.0 225.9

5.104 P&L RCC M-25 In Staircases From 21st To 22nd Floor Cum 22.59 4,711.73 106,419.71 4666.47 105,397.44 3494.8 78933.5 35.0 790.5 281.8 6365.6 399.5 9022.3 445.4 10059.6 10.0 225.9

5.105 P&L RCC M-25 In Staircases From 22nd To 23rd Floor Cum 22.59 4,720.94 106,627.69 4666.47 105,397.44 3494.8 78933.5 35.0 790.5 281.8 6365.6 399.5 9022.3 445.4 10059.6 10.0 225.9





5.110 P&L RCC M-25 In Staircases From 27thTo 28th Floor Cum 22.59 4,771.30 107,765.03 4666.47 105,397.44 3494.8 78933.5 35.0 790.5 281.8 6365.6 399.5 9022.3 445.4 10059.6 10.0 225.9



5.113 P&L RCC M-25 In Staircases From 30th To 31st Floor Cum 22.59 4,805.28 108,532.63 4666.47 105,397.44 3494.8 78933.5 35.0 790.5 281.8 6365.6 399.5 9022.3 445.4 10059.6 10.0 225.9

5.114 P&L RCC M-25 In Staircases From 31st To 32 Floor Cum 22.59 4,817.30 108,827.12 4666.47 105,419.84 3494.8 78950.3 35.0 790.7 281.8 6367.0 399.5 9024.2 445.4 10061.7 10.0 225.9

5.115 P&L RCC M-25 In Staircases From 32st To 33rd Floor Cum 22.59 4,829.67 109,106.70 4666.47 105,419.84 3494.8 78950.3 35.0 790.7 281.8 6367.0 399.5 9024.2 445.4 10061.7 10.0 225.9



-

-

5.118 P&L RCC M-20 In Beam At first basement Floor Cum 245.00 4,465.74 1,094,105.28 4454.14 1,091,265.13 3282.5 804201.1 35.0 8575.0 281.8 69050.5 399.5 97868.3 445.4 109120.3 10.0 2450.0

5.119 P&L RCC M-25 In Beam At first basement Floor Cum 1,284.00 4,574.74 5,873,960.83 4666.47 5,991,751.85 3494.8 4487301.9 35.0 44940.0 281.8 361880.9 399.5 512909.8 445.4 571879.2 10.0 12840.0

5.120 P&L RCC M-20 In Beam At first basement roof / GF floor Cum 299.00 4,465.74 1,335,255.02 4454.14 1,331,788.88 3282.5 981453.6 35.0 10465.0 281.8 84269.8 399.5 119439.3 445.4 133171.2 10.0 2990.0

5.121 P&L RCC M-25 In Beam At first basement roof / GF floor Cum 2,249.00 4,574.74 10,288,580.93 4666.47 10,494,898.68 3494.8 7859767.9 35.0 78715.0 281.8 633855.3 399.5 898391.1 445.4 1001679.4 10.0 22490.0

5.122 P&L RCC M-20 In Beam At 1st Floor Level Cum 369.01 4,465.74 1,647,901.19 4454.14 1,643,623.46 3282.5 1211258.1 35.0 12915.4 281.8 104001.3 399.5 147405.7 445.4 164352.9 10.0 3690.1

5.123 P&L RCC M-20 In Beam At 2nd Floor Level Cum 376.64 4,470.83 1,683,895.05 4454.14 1,677,608.57 3282.5 1236303.3 35.0 13182.4 281.8 106151.7 399.5 150453.6 445.4 167751.2 10.0 3766.4

5.124 P&L RCC M-20 In Beam At 3rd Floor Level Cum 311.30 4,476.09 1,393,385.01 4454.14 1,386,554.44 3282.5 1021812.7 35.0 10895.3 281.8 87735.1 399.5 124350.8 445.4 138647.5 10.0 3113.0

5.125 P&L RCC M-20 In Beam At 4th Floor Level Cum 309.70 4,481.49 1,387,937.09 4454.14 1,379,466.25 3282.5 1016589.1 35.0 10839.6 281.8 87286.6 399.5 123715.2 445.4 137938.7 10.0 3097.0


DC RATE

TENDER

DC AMOUNT

PSE














5.138 P&L RCC M-20 In Beam At 17th Floor Level Cum 187.73 4,568.51 857,657.38 4454.14 836,187.84 3282.5 616223.5 35.0 6570.6 281.8 52910.3 399.5 74992.1 445.4 83614.0 10.0 1877.3




5.142 P&L RCC M-20 In Beam At 21st Floor Level Cum 132.52 4,602.73 609,946.38 4454.14 590,255.35 3282.5 434985.0 35.0 4638.1 281.8 37348.8 399.5 52936.1 445.4 59022.1 10.0 1325.2

5.143 P&L RCC M-20 In Beam At 22nd Floor Level Cum 132.52 4,611.94 611,166.67 4454.14 590,255.35 3282.5 434985.0 35.0 4638.1 281.8 37348.8 399.5 52936.1 445.4 59022.1 10.0 1325.2

5.144 P&L RCC M-20 In Beam At 23rd Floor Level Cum 132.52 4,621.43 612,423.57 4454.14 590,255.35 3282.5 434985.0 35.0 4638.1 281.8 37348.8 399.5 52936.1 445.4 59022.1 10.0 1325.2









5.153 P&L RCC M-20 In Beam At 32nd Floor Level Cum 256.00 4,720.67 1,208,492.67 4454.14 1,140,260.71 3282.5 840308.1 35.0 8960.0 281.8 72150.7 399.5 102262.4 445.4 114019.5 10.0 2560.0

5.154 P&L RCC M-20 In Beam At 33rd Floor Level Cum 292.00 4,733.42 1,382,158.98 4454.14 1,300,609.87 3282.5 958476.4 35.0 10220.0 281.8 82296.9 399.5 116643.0 445.4 130053.5 10.0 2920.0



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-

5.157 P&L RCC M-40 In Beam At first basement Cum 109.67 5,370.74 589,000.40 5177.59 567,818.77 4005.9 439321.3 35.0 3838.4 281.8 30908.8 399.5 43808.4 445.4 48845.1 10.0 1096.7

5.158 P&L RCC M-40 In Beam At GF floor Cum 51.15 5,365.79 274,433.53 5177.59 264,808.42 4005.9 204882.2 35.0 1790.1 281.8 14414.7 399.5 20430.5 445.4 22779.4 10.0 511.5


5.160 P&L RCC M-40 In Beam At 1st Floor Level - pergola Beam - Entrance Hall Cum 9.62 4860.75 46,774.07 4005.9 38548.0 399.5 3843.9 445.4 4285.9 10.0 96.2





















DC RATE

TENDER

DC AMOUNT

PSE













5.191 P&L RCC M-40 In Beam 32nd floor level Cum 38.00 5,625.67 213,775.63 5177.59 196,748.55 4005.9 152224.3 35.0 1330.0 281.8 10709.9 399.5 15179.6 445.4 16924.8 10.0 380.0

5.192 P&L RCC M-40 In Beam 33rd floor level Cum 11.00 5,651.55 62,167.05 5177.59 56,953.53 4005.9 44064.9 35.0 385.0 281.8 3100.2 399.5 4394.1 445.4 4899.3 10.0 110.0

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5.193 P&L RCC M-30 In Beam At GF floor Cum 1.32 4,804.74 6,321.11 5003.67 6,582.83 3832.0 5041.4 35.0 46.0 281.8 370.8 399.5 525.5 445.4 586.0 10.0 13.2

5.194 P&L RCC M-30 In Beam At 1st floor Cum 1.32 4,804.74 6,321.11 5003.67 6,582.83 3832.0 5041.4 35.0 46.0 281.8 370.8 399.5 525.5 445.4 586.0 10.0 13.2

5.195 P&L RCC M-30 In Beam At 2nd floor Cum 1.32 4,809.83 6,327.82 5003.67 6,582.83 3832.0 5041.4 35.0 46.0 281.8 370.8 399.5 525.5 445.4 586.0 10.0 13.2

5.196 P&L RCC M-30 In Beam At 3rd floor Cum 1.32 4,815.09 6,334.73 5003.67 6,582.83 3832.0 5041.4 35.0 46.0 281.8 370.8 399.5 525.5 445.4 586.0 10.0 13.2

5.197 P&L RCC M-30 In Beam At 4th floor Cum 1.32 4,820.49 6,341.84 5003.67 6,582.83 3832.0 5041.4 35.0 46.0 281.8 370.8 399.5 525.5 445.4 586.0 10.0 13.2


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5.204 P&L RCC M-25 In Beam At 31st floor Cum 49.43 4,817.30 238,134.75 4666.47 230,678.95 3494.8 172758.5 35.0 1730.2 281.8 13932.2 399.5 19746.7 445.4 22017.0 10.0 494.3

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-

5.193 P&L RCC M-20 In Slab At first basement roof / GF floor Cum 231.80 4,465.74 1,035,140.80 4454.14 1,032,453.71 3282.5 760860.4 35.0 8112.9 281.8 65329.2 399.5 92593.9 445.4 103239.4 10.0 2318.0

5.194 P&L RCC M-25 In Slab At first basement Cum 1,950.59 4,574.74 8,923,425.39 4666.47 9,102,367.57 3494.8 6816883.0 35.0 68270.6 281.8 549751.2 399.5 779186.8 445.4 868770.1 10.0 19505.9

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5.195 P&L RCC M-20 In Slab At GF floor Cum 211.00 4,460.79 941,206.58 4454.14 939,805.05 3282.5 692583.5 35.0 7384.8 281.8 59466.8 399.5 84284.9 445.4 93975.1 10.0 2110.0

5.196 P&L RCC M-25 In Slab At GF floor Cum 2,679.46 4,569.79 12,244,549.67 4666.47 12,503,619.91 3494.8 9364125.7 35.0 93781.0 281.8 755175.0 399.5 1070343.0 445.4 1193400.6 10.0 26794.6

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5.197 P&L RCC M-20 In Slab At 1st Floor Level Cum 545.19 4,465.74 2,434,670.46 4454.14 2,428,350.39 3282.5 1789557.8 35.0 19081.6 281.8 153655.4 399.5 217782.6 445.4 242821.1 10.0 5451.9

5.198 P&L RCC M-25 In Slab At 1st Floor Level Cum 77.21 4,574.74 353,218.37 4666.47 360,301.48 3494.8 269834.5 35.0 2702.4 281.8 21761.0 399.5 30842.8 445.4 34388.8 10.0 772.1

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5.199 P&L RCC M-20 In Slab At 2nd Floor Level Cum 528.77 4,470.83 2,364,028.87 4454.14 2,355,203.25 3282.5 1735652.5 35.0 18506.8 281.8 149027.0 399.5 211222.5 445.4 235506.8 10.0 5287.7

5.200 P&L RCC M-25 In Slab At 2nd Floor Level Cum 77.21 4,579.83 353,612.03 4666.47 360,301.48 3494.8 269834.5 35.0 2702.4 281.8 21761.0 399.5 30842.8 445.4 34388.8 10.0 772.1

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5.201 P&L RCC M-20 In Slab At 3rd Floor Level Cum 525.93 4,476.09 2,354,116.41 4454.14 2,342,576.20 3282.5 1726347.0 35.0 18407.6 281.8 148228.0 399.5 210090.1 445.4 234244.2 10.0 5259.3

5.202 P&L RCC M-20 In Slab At 4th Floor Level Cum 525.14 4,481.49 2,353,402.20 4454.14 2,339,038.94 3282.5 1723740.3 35.0 18379.8 281.8 148004.2 399.5 209772.8 445.4 233890.5 10.0 5251.4















DC RATE

TENDER

DC AMOUNT

PSE






5.220 P&L RCC M-20 In Slab At 22nd Floor Level Cum 259.57 4,611.94 1,197,135.71 4454.14 1,156,175.22 3282.5 852036.2 35.0 9085.1 281.8 73157.7 399.5 103689.7 445.4 115610.9 10.0 2595.7

5.221 P&L RCC M-20 In Slab At 23rd Floor Level Cum 259.57 4,621.43 1,199,597.68 4454.14 1,156,175.22 3282.5 852036.2 35.0 9085.1 281.8 73157.7 399.5 103689.7 445.4 115610.9 10.0 2595.7









5.230 P&L RCC M-20 In Slab At 32nd Floor Level Cum 148.00 4,720.67 698,659.83 4454.14 659,213.22 3282.5 485803.1 35.0 5180.0 281.8 41712.1 399.5 59120.4 445.4 65917.5 10.0 1480.0

5.231 P&L RCC M-20 In Slab At 33rd Floor Level Cum 141.00 4,733.42 667,412.38 4454.14 628,034.22 3282.5 462825.9 35.0 4935.0 281.8 39739.3 399.5 56324.2 445.4 62799.8 10.0 1410.0

5.232 P&L RCC M-20 In Slab At 34th Floor Level Cum 109.00 4,746.55 517,373.97 4454.14 485,501.63 3282.5 357787.4 35.0 3815.0 281.8 30720.4 399.5 43541.4 445.4 48547.4 10.0 1090.0

5.233 P&L RCC M-20 In Lintels At All Floors Cum 247.87 4,577.62 1,134,655.80 4454.14 1,104,048.53 3282.5 813621.7 35.0 8675.5 281.8 69859.4 399.5 99014.8 445.4 110398.5 10.0 2478.7

5.234 P&L RCC M-20 In Bottom & Top Rails In Balcony At All Floors Cum 230.51 4,577.62 1,055,188.24 4454.14 1,026,724.60 3282.5 756638.3 35.0 8067.9 281.8 64966.6 399.5 92080.1 445.4 102666.6 10.0 2305.1

5.235 P&L RCC M-20 In Nibs In Balcony Slab At All Floors Cum - 4,577.62 4454.14 - 3282.5 35.0 281.8 399.5 445.4 10.0

5.236 P&L RCC M-20 In Service Ledge At All Floors Cum - 4,577.62 4454.14 - 3282.5 35.0 281.8 399.5 445.4 10.0

-

5.237Extra for Closing of leftover Cutouts in M20 grade in FHC Shafts, LV Shaft,

Electrical Shafts at all -

floor levels including cost of concreting, shuttering, reinforcement steel

straightening, tying and -

welding all complete as required, to be measured no of shaft per floor Nos 619.60 870.38 539,286.90 857.05 531,023.98 354.5 219650.2 3.8 2342.1 406.4 251828.1 43.1 26730.6 48.1 29803.8 1.1 669.2

-

5.24Providing & laying damp proof course 40 mm thick with cement concrete

1:2:4 (1 cement : 2 coarse -

sand: 4 Graded stone aggregate 12.5 mm nominal size) including the cost

of centring and shuttering & -

all leads and location and providing & mixing cico No-1 in concrete (2% by

weight of cement).Sqm - 307.98 -

-

5.24Extra for providing & mixing cico No-1 in concrete (2% by weight of cement)

contact with water / -

moisture(Qty. shall be paid as per concrete volume) Cum 3,300.00 300.00 990,000.00 300.00 990,000.00 300.0 990000.0

69,060.89 326,450,393.35 324,998,550.58 243,772,268.69 2,419,136.53 19,713,148.87 27,613,966.87 30,788,751.52 - - 691,278.09

6.000 WATER PROOFING OF STRUCTURE -

Note: All waterproofing works shall be carried out by specialist

waterproofing agencies approved by -

the Engineer. -

-

6.01Water proofing treatment in toilets & kitchens including the sunken areas

comprising of -

cleaning & preparation of surface, providing injection grouting with non-

shrink grouting -

compound in loose pockets of concrete Providing & applying of the a

membrane -

treatment (TAPECRETE) and protective plaster 15mm thick in 1:3 cement -

sand mortar mixed with integral water proofing compound & finished with

neat cement -

complete as directed or as recommended by water-proofing agency in

sunken slabs.Sqm 20,726.00 400.00 8,290,400.00 380.00 7,875,880.00 380.0 7875880.0

-

6.02Providing & filling the annular space around pipes in cut-outs in toilets,

kitchen with cement concrete -

1:2:4 & sealing the same thoroughly including application of epoxy putty or

injection grouting with -

non shrink grout as may be required. Each 4,682.00 400.00 1,872,800.00 200.00 936,400.00 200.0 936400.0

-

6.03Providing and laying Brick Bat Coba waterproofing treatment Average

125mm thick on -

roof consisting of following specifications : Cleaning & preparing the surface

for -

receiving water proofing treatment including raking the construction joints,

loose -

patches in concrete & providing & injecting non -shrink grout through

nozzles fix -

admixed with Integral Waterproofing Compound , spreading

minimum15mm thick layer -

of cement mortar 1:4 (1 cement : 4coarse sand) admixed with Integral

Waterproofing -

Compound and a layer of broken bricks/ brick bats(minimum 40mm thick)

laid to -

specified slope, filling the voids of brick bats with cement mortar 1:4 (1

cement : 4 coarse -

sand) admixed with Integral Waterproofing Compound, applying a 20mm

thick joint -

less water proofing plaster in cement mortar 1:4(1 cement :4 coarse sand)

admixed with -

Integral Waterproofing Compound and finally finished with floating coat of

neat cement -

slurry admixed with Integral Waterproofing Compound and marking

of300x300mm sq. -

Grid including adequate curing for 14days including all leads, lifts and

making Khurras -


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as specified for draining of roof water. (the minimum thickness of treatment

is to be -

75mm with 10 years guarantee on approved performa. the Integral

Waterproofing -

Compound to be admixed will be approved by the Owner' and the ratio of

Integral -

Waterproofing Compound to cement shall be as recommended by the

respective -

manufacturer.) Sqm 4,577.00 650.00 2,975,050.00 645.00 2,952,165.00 645.0 2952165.0

-

aExtra over item no. 6.03 for additional thickness beyond average 125mm

thick cum - 5,000.00 -

-

6.04Providing and laying Vatta/ gola upto 300mm high as specified all complete.

(Treatment -

as specified in item no 6.04 above, is turned around on vertical walls upto a

height of -

300mm) Rm 1,497.00 200.00 299,400.00 150.00 224,550.00 150.0 224550.0

-

6.05Providing and making Khurra of size 300mm * 300mm with average

minimum -

thickness of 50mm of cement concrete 1:2:4 (1-cement: 2 coarse sand : 4

graded -

stone aggregate of 20mm nominal size ) applying two coat of tape Crete and -

finished with 12mm cement plaster 1:3 (1-cement: 3 coarse sand) and a

coat -

of neat cement rounding the edges and making and finishing the outlet -

complete. Nos 1,680.00 350.00 588,000.00 350.00 588,000.00 350.0 588000.0

-

6.06 Water proofing treatment in water tanks comprising of -

injection grouting with non-shrink grout on bottom & -

inside walls and providing & applying a membrane -

treatment (food grade epoxy) complete as directed or -

as recommended by water-proofing agency. -

a Horizontal surface Sqm 1,143.00 450.00 514,350.00 435.00 497,205.00 435.0 497205.0

b Vertical surface Sqm 3,216.00 450.00 1,447,200.00 450.00 1,447,200.00 450.0 1447200.0

-

c

Water proofing treatment comprising of injection grouting with non-shrink

grout on inside walls in grid pattern @ 1.5m c/c & at construction joints and

providing & applying a membrane treatment (Tape Crete) & 15 mm thk.

Protective plaster in CM 1:3

-

complete as directed or as recommended by water-proofing agency, at all

floorssqm 12,564.00 450.00 5,653,800.00 425.00 5,339,700.00 425.0 5339700.0

-

6.07 Water proofing treatment comprising of injection grouting -

with non-shrink grout on inside walls in grid pattern @ -

1.5m c/c & at construction joints and providing & applying -

a membrane treatment (Tape Crete) & 15 mm thk. Protective plaster in -

CM 1:3 complete as directed or as recommended by -

water-proofing agency, at all floors. Sqm 13,460.00 723.78 9,742,145.86 723.78 9,742,078.80 723.8 9742078.8

-

New Removal of PVC conduit from tie rod holes and properly cleaning it: Nos 12,826.00 70.00 897,820.00 70.0 897820.0

and filling it with micro conrete mixed with water proofing compound

-

31,383,145.86 30,500,998.80 - - 30,500,998.80 - - - - -

7.00 BRICK WORK (Half BW) -

Providing and Laying Half brick masonry with 1st class bricks in

superstructure -

above plinth level at all floor levels in cement mortar 1:4 (1 cement : 4

coarse sand) -

with 6 mm dia. ms bars - 2 no. at every third course embedded in cement

mortar laid -

in proper line & plumb including hacking of RCC at junctions, raking of

joints, -

curing and all leads & lifts complete to the satisfaction of the Engineer. (MS

Bars to -

be free issued by the Owner) -

-

7.01 Half Brickwork I-Cl. In CM 1:4 in Lower Basement to Upper Basement Sqm 506.06 - 641.31 - 461 14.0 93 18.5 55.2

7.02 Half Brickwork I-Cl. In CM 1:4 in Upper Basement to Ground Floor Sqm 506.06 - 638.61 - 461 14.0 90 18.5 55.2

7.03 Half Brickwork I-Cl. In CM 1:4 GF To 1st floor Sqm 723.58 503.36 364,217.45 641.31 464,037.92 461 333500.1 14 10130.1 93 67075.7 18.5 13390.2 55.2 39941.8

7.04 Half Brickwork I-Cl. In CM 1:4 1st To 2nd floor Sqm 2,575.78 506.06 1,303,487.96 644.09 1,659,035.35 461 1187186.3 14 36060.9 95 245937.8 18.5 47666.3 55.2 142184.1

7.05 Half Brickwork I-Cl. In CM 1:4 2nd To 3rd floor Sqm 2,419.01 508.84 1,230,883.08 646.96 1,564,993.17 461 1114932.5 14 33866.2 98 237898.8 18.5 44765.2 55.2 133530.6

7.06 Half Brickwork I-Cl. In CM 1:4 3rd To 4th floor Sqm 2,419.01 511.70 1,237,812.17 649.91 1,572,130.13 461 1114932.5 14 33866.2 101 245035.7 18.5 44765.2 55.2 133530.6

7.07 Half Brickwork I-Cl. In CM 1:4 4th To 5th floor Sqm 2,419.01 514.65 1,244,949.13 652.94 1,579,481.20 461 1114932.5 14 33866.2 104 252386.8 18.5 44765.2 55.2 133530.6









7.16 Half Brickwork I-Cl. In CM 1:4 13th To 14th floor Sqm 1,820.04 545.52 992,877.74 684.74 1,246,262.44 461 838865.5 14 25480.6 136 247768.1 18.5 33681.0 55.2 100467.2



7.19 Half Brickwork I-Cl. In CM 1:4 16th To 17th floor Sqm 1,168.69 557.78 651,870.44 697.37 815,003.73 461 538653.1 14 16361.6 149 173849.7 18.5 21627.3 55.2 64512.1


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7.23 Half Brickwork I-Cl. In CM 1:4 20th To 21st floor Sqm 1,143.41 575.91 658,497.60 716.04 818,724.38 461 527002.9 14 16007.8 167 191437.4 18.5 21159.5 55.2 63116.8

7.24 Half Brickwork I-Cl. In CM 1:4 21st To 22nd floor Sqm 1,143.41 580.78 664,073.45 721.06 824,467.50 461 527002.9 14 16007.8 172 197180.5 18.5 21159.5 55.2 63116.8

7.25 Half Brickwork I-Cl. In CM 1:4 22nd To 23rd floor Sqm 1,143.41 585.81 669,816.57 726.23 830,382.92 461 527002.9 14 16007.8 178 203095.9 18.5 21159.5 55.2 63116.8

7.26 Half Brickwork I-Cl. In CM 1:4 23rd To 24nd floor Sqm 1,143.41 590.98 675,731.98 731.56 836,475.80 461 527002.9 14 16007.8 183 209188.8 18.5 21159.5 55.2 63116.8







7.33 Half Brickwork I-Cl. In CM 1:4 30th To 31st floor Sqm 1,143.41 631.81 722,418.42 773.62 884,562.83 461 527002.9 14 16007.8 225 257275.8 18.5 21159.5 55.2 63116.8

7.34 Half Brickwork I-Cl. In CM 1:4 31st To 32 floor Sqm 593.50 638.36 378,869.25 780.37 463,148.88 461 273547.0 14 8309.0 232 137548.3 18.5 10983.1 55.2 32761.5



51,331.04 28,250,916.02 35,403,009.61 23,658,688 718,635 7,242,278 949,911 2,833,497 - - -

8.00 BRICK WORK -

Providing and Laying Brickwork with 1st class bricks in foundation & in

superstructure -

above plinth level, at all floor levels in Cement mortar 1:6 (1 cement : 6

coarse sand) for -

walls as well as square and rectangular pillars laid in proper line & plumb

including -

hacking of RCC at junctions, raking of joints, curing and all leads & lifts

complete to the -

satisfaction of the Engineer. The rate is inclusive of providing arched /

curved openings at -

all levels as per design/ drawings. -

-

8.01 Brickwork I-Class In CM 1:6 in Lower Basement to Upper Basement Cum 916.75 3,101.50 2,843,312.49 3886.37 3,562,847.18 2575.0 2360641.5 120.0 110010.5 530.5 486292.2 160.9 147522.3 480.0 440045.6 20.0 18335.1

8.02 Brickwork I-Class In CM 1:6 in Upper Basement to Ground Floor Cum 1,182.45 3,101.50 3,667,371.47 3870.92 4,577,175.40 2575.0 3044811.1 120.0 141894.1 515.0 608962.2 160.9 190277.8 480.0 567581.2 20.0 23649.0

8.03 Brickwork I-Class In CM 1:6 GF To 1st Floor Cum 1,103.62 3,088.00 3,407,972.40 3855.92 4,255,465.12 2575.0 2841816.4 120.0 132434.2 500.0 551809.0 160.9 177592.2 480.0 529741.1 20.0 22072.4

8.04 Brickwork I-Class In CM 1:6 1st To 2nd floor Cum 853.35 3,101.50 2,646,664.42 3870.92 3,303,250.68 2575.0 2197375.8 120.0 102402.0 515.0 439475.2 160.9 137319.5 480.0 409611.3 20.0 17067.0

8.05 Brickwork I-Class In CM 1:6 2nd To 3rd floor Cum 742.79 3,115.41 2,314,080.80 3886.37 2,886,744.80 2575.0 1912675.3 120.0 89134.4 530.5 394011.1 160.9 119527.8 480.0 356540.5 20.0 14855.7

8.06 Brickwork I-Class In CM 1:6 3rd To 4th floor Cum 718.01 3,129.73 2,247,174.99 3902.29 2,801,879.63 2575.0 1848875.4 120.0 86161.2 546.4 392294.4 160.9 115540.8 480.0 344647.6 20.0 14360.2

8.07 Brickwork I-Class In CM 1:6 4th To 5th floor Cum 708.49 3,144.48 2,227,846.54 3918.68 2,776,361.41 2575.0 1824373.7 120.0 85019.4 562.8 398708.5 160.9 114009.6 480.0 340080.3 20.0 14169.9
















8.23 Brickwork I-Class In CM 1:6 20th To 21st floor Cum 342.79 3,450.75 1,182,885.94 4258.98 1,459,939.10 2575.0 882686.7 120.0 41134.9 903.1 309559.3 160.9 55161.3 480.0 164541.0 20.0 6855.8

8.24 Brickwork I-Class In CM 1:6 21st To 22nd floor Cum 342.79 3,475.13 1,191,244.04 4286.07 1,469,225.88 2575.0 882686.7 120.0 41134.9 930.1 318846.1 160.9 55161.3 480.0 164541.0 20.0 6855.8

8.25 Brickwork I-Class In CM 1:6 22nd To 23rd floor Cum 342.79 3,500.25 1,199,852.89 4313.97 1,478,791.27 2575.0 882686.7 120.0 41134.9 958.1 328411.5 160.9 55161.3 480.0 164541.0 20.0 6855.8

8.26 Brickwork I-Class In CM 1:6 23rd To 24th floor Cum 342.79 3,526.11 1,208,720.00 4342.72 1,488,643.61 2575.0 882686.7 120.0 41134.9 986.8 338263.8 160.9 55161.3 480.0 164541.0 20.0 6855.8




8.30 Brickwork I-Class In CM 1:6 27th To 28thfloor Cum 342.79 3,637.58 1,246,929.58 4466.57 1,531,098.70 2575.0 882686.7 120.0 41134.9 1110.6 380718.9 160.9 55161.3 480.0 164541.0 20.0 6855.8



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8.33 Brickwork I-Class In CM 1:6 30th To 31st floor Cum 342.79 3,730.27 1,278,702.21 4569.55 1,566,401.62 2575.0 882686.7 120.0 41134.9 1213.6 416021.8 160.9 55161.3 480.0 164541.0 20.0 6855.8

8.34 Brickwork I-Class In CM 1:6 31st To 32 floor Cum 298.00 3,763.04 1,121,384.77 4605.96 1,372,576.78 2575.0 767350.0 120.0 35760.0 1250.0 372512.0 160.9 47953.6 480.0 143041.2 20.0 5960.0

8.35 Brickwork I-Class In CM 1:6 32nd To 33 floor Cum 249.00 3,796.79 945,400.02 4643.46 1,156,222.42 2575.0 641175.0 120.0 29880.0 1287.5 320597.8 160.9 40068.6 480.0 119521.0 20.0 4980.0

8.36 Brickwork I-Class In CM 1:6 33nd To 34 floor Cum 177.00 3,831.55 678,184.50 4682.09 828,729.89 2575.0 455775.0 120.0 21240.0 1326.2 234731.7 160.9 28482.5 480.0 84960.7 20.0 3540.0

8.37 Brickwork I-Class In CM 1:6 34th To 35 floor Cum 95.00 3,867.36 367,398.95 4721.87 448,578.11 2575.0 244625.0 120.0 11400.0 1366.0 129765.5 160.9 15287.2 480.0 45600.4 20.0 1900.0

18,791.08 62,083,209.03 76,978,167.76 48,387,043 2,254,930 13,916,750 3,023,826 9,019,796 - 375,822 -

-

10.00 MISC. (STRUCTURE) -

-

10.01Providing, fabricating and fixing / erection M.S. structural work (like drain

cover, -

sleeves, toilet / kitchen counter support angle, fresh air duct grill DG

exhaust grill) -

fabricated from standard sections e.g. M.S. Angles, , Plates ,Rolled

Sections such as -

Channels, Flats, Joists etc. including cutting to size, drilling, welding ,

providing and -

applying a coat of red oxide primer, chipping of RCC& cost of nuts & bolts

but -

excluding the cost of providing &fixing dash fastener, complete as directed. -

a Wash Basin Kg 13,164.45 70.05 922,182.89 70.05 922,169.72 70.1 922169.7

b Kitchen Sink Kg 4,125.42 72.05 297,240.64 72.05 297,236.51 72.1 297236.5

c Kitchen Counter Kg 3,885.05 72.05 279,921.74 72.05 279,917.85 72.1 279917.9

d 200 & 300 wide Perforated MS grating - open & closed Rmt 1,400.00 74.05 103,671.40 74.05 103,670.00 74.1 103670.0

e MS Railing in Elevation - behind GRC Jaali Rmt - 2,500.00 -

f 5mm thk 50mm wide MS Plate - cutout closing Grills in ground floor Sqm 289.28 2,943.75 851,581.61 2943.75 851,581.61 2943.8 851581.6

g MS Grating as/vendor - Helipad Level Sqm 257.16 3,532.50 908,417.70 3532.50 908,417.70 3532.5 908417.7

h MS Grill over Plumbing Shaft Sqm 794.19 2,300.00 1,826,627.80 2300.00 1,826,627.80 2300.0 1826627.8

-

10.02Item same as S.No. 10.01 but for hollow tubular sections only and without

any enamel -

Paint for MS railing staircase, balcony and Elevation -

- a MS Railing in Staircase & stair elevation - 3mm tk. section Kg 23,950.00 70.05 1,677,721.45 70.50 1,688,475.00 70.5 1688475.0b MS Railing in Balcony - 3mm tk. Section Kg 274,153.00 72.05 19,752,997.80 72.05 19,752,723.65 72.1 19752723.7c MS Railing in Staircase Rmt 2,000.00 - - d MS Railing in Balcony Rmt 3,500.00 - - e MS Railing in Elevation Rmt 229.20 2,700.00 618,840.00 2700.00 618,840.00 2700.0 618840.0

- -

10.03Providing & fabricating & fixing MS pipe (Class-A) sleeves (3.2 mm thick) in

structure- - -

members complete as specified, including leaving the sleeve free of mortar,

slurry or- -

any foreign matter. - - - - -

a 65mm dia Rm 1,138.96 1,950.00 2,220,972.00 1950.00 2,220,972.00 1950.0 2220972.0b 80mm dia Rm 329.13 2,850.00 938,020.50 2850.00 938,020.50 2850.0 938020.5c 100mm dia Rm 52.67 3,150.00 165,910.50 3150.00 165,910.50 3150.0 165910.5

-

-

10.04Providing & fixing PVC water bar of approved quality & make 305mm wide

and 6mm -

thick (maruti brand ISI marks) with ribs interspersed with serrations on each

face in -

straight length including accessories and fixing all complete as per

manufacturer's -

instructions. Rmt 8,029.00 350.00 2,810,150.00 350.00 2,810,150.00 350.0 2810150.0

-

10.05All charges for providing and fixing of "Supreme Industries Make"Silfil

Armour Board -

of Dawn (Pinkish Type) colour, Thickness Build up using minimum 10mm

specifically -

extruded high performance sheet, minimum density of

28kg/Cum,compression strength -

of 0.21Kg/Sqm and Water Absorption is 0.45Maximum Kg/Sqm (Tested as

per -

ASTM-D3575) complete to the satisfaction of Engg. In charge. - a Between Retaining wall Sqm 31.00 562.00 17,422.00 562.00 17,422.00 562.0 17422.0b Between Tower & Non Tower Sqm 286.00 677.50 193,765.00 677.50 193,765.00 677.5 193765.0c Between Tower C2 & C3 and D1 & D2 Sqm 1,048.00 793.00 831,064.00 793.00 831,064.00 793.0 831064.0

-

10.06Providing 200 mm dia pipe sleeve (PVC) in lift pit raft including boring

200mm dia hole- -

to required depth (7.5m), providing & lowering 150mm dia plain as well as

perforated- -

PVC pipe all complete, providing & filling pea gravel all around the pipe, as

per drawing -

and to the satisfaction of Engineer. No. 29.00 550.00 15,950.00 550.00 15,950.00 550.0 15950.0

-

-

0.01Providing and fixing 300mm wide and 18G (1.25MM) thick GI sheet with

vertical raised- -

notches @ 300mm c/c for covering the expension joint upto GF including

fixing the- -

sheet by drilling holes & providing & fixing dash fastener of 10mm dia,

100mm long 'on- -

both side @ 300mm c/c including providing adequate overlaps as required. - -

- - a Retaining wall every 100m c/c - vertical Rm 105.70 325.54 34,409.05 325.54 34,409.58 325.5 34409.6b Between tower and Non Tower periphery Rm 1,789.24 325.54 582,459.59 325.54 582,468.54 325.5 582468.5

-

0.02Providing & fixing 800mm and 18 gauge GI sheet on expension joint with

12mm dia &- -

100mm long dashfastner @600c/c. one side fix and other side free bby

sloted hole. As- -

per drawing complete. Rmt 189.70 834.76 158,353.97 834.76 158,353.97 834.8 158354.0

-

-

10.06 Providing & Filling Polysulphide Sealant of size 10MM deep & -

25mm wide in Expansion Joints including Providing & Fixing -


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25MM dia backer rod & providing and fixing 300mm wide and 18G -

(1.25MM) thick GI sheet with vertical raised notches @ 300mm c/c for -

covering the expansion joint in elevation including fixing the sheet -

by drilling holes & providing & fixing dash fastener of 10mm dia, -

100mm long 'on both side @ 300mm c/c including providing adequate -

overlaps as required. Rmt 179.07 1,294.38 231,789.24 1294.38 231,790.13 1294.4 231790.1

-

10.07Providing & Filling Polysulphide Sealant in Expansion Joints including

cleaning the -

surface thoroughly, providing & applying primer, tooling the polysulphide to

correct -

profile as specified. -

d 50mm wide x 25mm deep Rmt 1,098.32 700.00 768,825.46 700.00 768,825.46 700.0 768825.5

e 60mm wide x 30mm deep Rmt - 1,000.00 -

-

10.08 Providing, fabricating & fixing C Class MS puddle flange in structure -

members including welding of 6mm thick Square M S Plate of size (pipe -

OD + 400mm ) The pipe is projected 150mm from one side and 200mm -

from other side of wall. The pipe shall be threaded for pipe of dia less -

then 65mm and flanges on both side shall be welded for dia 65mm and -

above complete, including leaving the puddle flanges free of mortar, slurry

or -

any foreign matters & providing puncture in shuttering for pipes -

a 25mm dia. Pipe Nos. 14.00 1,000.00 14,000.00 1000.00 14,000.00 1000.0 14000.0

b 50mm dia. Pipe Nos. 12.00 1,200.00 14,400.00 1200.00 14,400.00 1200.0 14400.0

c 65mm dia. Pipe Nos. 3.00 1,500.00 4,500.00 1500.00 4,500.00 1500.0 4500.0

d 80mm dia. Pipe Nos. 3.00 2,000.00 6,000.00 2000.00 6,000.00 2000.0 6000.0

e 100mm dia. Pipe Nos. 29.00 2,500.00 72,500.00 2500.00 72,500.00 2500.0 72500.0

f 150mm dia. Pipe Nos. 7.00 4,000.00 28,000.00 4000.00 28,000.00 4000.0 28000.0

g 200mm dia. Pipe Nos. 4.00 5,000.00 20,000.00 7000.00 28,000.00 7000.0 28000.0

h 250mm dia. Pipe Nos. 6.00 6,500.00 39,000.00 10000.00 60,000.00 10000.0 60000.0

- -

10.09Providng and fixing poly propylene caoted MS foot rests in

concrete/masonry - -

walls as specified & pattern. Each 297.00 283.75 84,273.75 283.75 84,273.75 283.8 84273.8- - -

10.10Providing and filling Polysulphide Sealant of following sizes in expansion

joints- - -

including cleaning the joints, providing & applying primer prior to application

of- - -

polysulphide to ensure proper bond with concrete surface.(Made-Chokesy) - -

- - a 50mm wide and 25mm deep Rmt 1,098.00 700.00 768,600.00 700.00 768,600.00 700.0 768600.0b 25mm wide and 12mm deep Rmt 691.00 450.00 310,950.00 450.00 310,950.00 450.0 310950.0

- - -

10.11Providing & Fixing PVC Sleeve / Pipe in walls 63mm (O/D) for AC Piping

Provision in - -

all flats including fixing with cement mortar and making plaster all around

groove- - -

complete as per insrruction of Engg. Incharge - - - - - -

Fire Fighting - - a 65mm Dia Nos - 140.00 - b 80mm Dia Nos - 200.00 - c 100mm Dia Nos - 350.00 -

- -

9.13

Providing and fixing in position the following heavy duty ISI marked PVC

conduit including all accessories (i.e clamps, nuts,bolts, bends, junction

boxes, pull boxes etc.) concealed or exposed as called for including

necessary civil work such as chase cutting & making good in all respect as

the case may be:

- -

- -

a) 20mm dia. RM 84,777.00 55.00 4,662,735.00 54.00 4,577,958.00 34.0 2882418.0 20.0 1695540.0

b) 25mm dia. RM 58,458.00 75.00 4,384,350.00 74.00 4,325,892.00 49.0 2864442.0 25.0 1461450.0

c) 32mm dia. RM 10,057.00 100.00 1,005,700.00 99.00 995,643.00 69.0 693933.0 30.0 301710.0

d) 40mm dia RM 12,628.00 125.00 1,578,500.00 120.00 1,515,360.00 80.0 1010240.0 40.0 505120.0

49,201,803.09 49024838.28 7451033.00 41573805.28

TOTAL 1248703863.28 1319666276.26 842429886.00 9875006.60 249735652.20 53887313.71 61306834.54 37980756.09 60698199.02 3752628.09

THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON FINISHING BOQ


TILE & PAINTING

1.34


DC RATE

TENDER

DC AMOUNTSPCL RATE SPCL AMOUNT

PSE

RATEPSE AMOUNT

TILING / MARBLE CHIPS FLOORING

1.00 Providing & Laying of Antiskid Vitrified tiles of 1st quality confirming to IS 15622

of specified size & colour on floors inclusive of cleaning of surface, curing of surface

, wetting of tiles, cutting of edges (with high quality diamond edge cutting blades of

approved make) wherever required (i/c holes/ cutout for drains), fixing true to proper

line , levels and slope as per approved design on floors over a 30-35 mm thick bed of

1: 4 cement sand mortar . The joints to be cleaned, filled and flushed with white

cement using pigment to match the shade of tile as required as per instructions and

complete satisfaction of the Engineer.

1.01 300 x 300 Anti-skid Vitrified tiles, 8mm thick- All Balcony Sqm 14115 1254.00 17699808.72 1681.00 23726777.08 1302.00 18,377,313.36 960.0 13,550,093 342.0 4,827,221

1.02 600 x 600 Anti-skid Vitrified tiles, 8mm thick- Kitchen ,Toilets. Sqm 8650 1253.00 10838825.90 1679.00 14523853.70 1292.00 11,176,187.60 950.0 8,217,785 342.0 2,958,403

1.03 300 x 900 Anti-skid Vitrified tiles, 8mm thick- M. Toilet Sqm 2882 1267.00 3652000.80 1698.00 4894315.20 1296.00 3,735,590.40 954.0 2,749,810 342.0 985,781

1.04 300x300 Vitrified tiles, 8mm thick(S.room) Sqm 1276 1253.00 1598201.50 1679.00 2141564.50 1302.00 1,660,701.00 960.0 1,224,480 342.0 436,221

- - -

1.05 Providing and Laying POP Protection with 200 micron polythene sheet to vetrified tiles - - -

flooring in S. Room till handing over. The item shall be operated only on instruction of - - -

the Engineer In Charge and complete with removing the malba from site. Sqm 1276 40 51020.00 54.00 68877.00 50.00 63,775.00 40.0 51,020 10.0 12,755

- - -

2.00 Providing & Laying of Ceramic tiles of 1st quality confirming to IS 15622, of - - -

specified size & colour on Floors inclusive of cleaning of surface, curing of surface , - - -

wetting of tiles, cutting of edges (with high quality diamond edge cutting blades of - - -

approved make) wherever required (i/c holes/ cutout for drains), fixing true to proper - - -

line , levels and slope as per approved design on floors over 20 mm thick bed of 1: - - -

4 cement sand mortar . The joints to be cleaned, filled and flushed with white cement - - -

using pigment to match the shade of tile as required as per instructions and to the - - -

complete satisfaction of the Engineer. - - -

- - -

2.01 300 x 300 antiskid ceramic tiles, 8mm thick - S.Toilet Sqm 374 1058 395226.48 1418.00 529708.08 1219.00 455,369.64 877.0 327,612 342.0 127,758

- - -

3.00 Providing & Laying of Antiskid Vitrified tiles of 1st quality confirming to IS 15622 of - - -

specified size & colour in skirting inclusive of cleaning of surface, curing of surface , - - -

wetting of tiles, cutting of edges (with high quality diamond edge cutting blades of - - -

approved make) fixing true to proper line , levels and slope as per approved design on - - -

floors over a 12 mm thick bed of 1: 3 cement sand mortar . The joints to be cleaned, - - -

filled and flushed with white cement using pigment as required as per instructions and - - -

to the complete satisfaction of the Engineer. - - -

- - -

3.01 140 mm high Anti-skid Vitrified tiles, 8mm thick - skirting in balcony Rmt 20148 191.82 3864829.64 257.00 5178089.97 198.68 4,003,046.36 134.4 2,707,919 64.3 1,295,127

3.02 Item same as above but 75mm high skirting - S.room. Rmt 1444 145.28 209841.02 195.00 281665.80 130.45 188,427.20 72.0 104,000 58.5 84,428

- - -

4.00 Providing & Fixing of Vitrified / Ceramic tiles of 1st quality confirming to IS 15622, of - - -

specified size & colour on walls/dado inclusive of cleaning of surface, curing of - - -

surface, wetting of tiles, cutting of edges (with high quality diamond edge cutting - - -

blades of approved make) wherever required, (i/c holes/ cutout for electrical boxes & - - -

sanitary fixtures), fixing in proper line, true to levels and plumb. Over 12mm thick cement - - -

mortar in 1: 3 cement sand mortar and jointing with grey cement slurry @ 3.3 kg/sqm - - -

including pointing (joints to be cleaned filled and flushed) with white cement using - - -

pigment as required as per instructions and to the complete satisfaction of the Engineer. - - -

- - -

4.01 Ceramic Wall Tiles of 300 x 600 size, 6mm thick - Kitchen & Toilets Sqm 22434 1165 26135959.50 1561.00 35019942.30 1221.00 27,392,280.30 862.0 19,338,367 359.0 8,053,914

4.02 Porcelain Vitrified Wall Tiles of 300 x 900 size, 6mm thick - M.Toilet Sqm 7856 1533 12043217.34 2055.00 16144038.90 1602.00 12,585,279.96 1243.0 9,764,983 359.0 2,820,297

4.03 Ceramic Wall Tiles of 300 x 300 size, 6mm thick - S.Toilet Sqm 1329 1058 1406060.84 1418.00 1884493.64 1236.00 1,642,619.28 877.0 1,165,515 359.0 477,104

- - -

5.00

Providing & laying 25 mm average thick Kota stone on treads of steps & landings in

staircase, laid on 20 mm thick cement mortar 1:4 (1 cement 4 coarse sand) and jointed

with grey cement slurry mixed with pigment to match the shade of the flooring, including

rubbing and Polishing complete as per the satisfaction to engineer in charge.

At all floor levels including all lead and lifts.

- - -

5.01 Single piece in treads of stairscase Sqm 1965 1,221 2399473.41 1636.00 3215132.64 1696.05 3,333,147.97 677.7 1,331,817 1018.4 2,001,331

5.02 In landings of staircase Sqm 2283 1,105 2523573.84 1481.00 3381685.78 1186.69 2,709,656.57 677.7 1,547,416 509.0 1,162,240

- - -

6.00 Providing and laying IPS in riser of staircase, 12/15mm thick in 1:3 (1 cement - - -

3 coarse sand) & finished with neat cement slurry complete as directed by Engineer in - - -

charge at all floor levels. SQM 1323 178 234915.93 238.00 314985.86 189.70 251,062.26 89.7 118,715 100.0 132,347

- - -

7.00

Providing & laying 20 mm average thick Kota stone in skirting laid on 12 mm thick cement

mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with

pigment to match the shade of the stone, including rubbing and Polishing complete in all

respect as per the satisfaction of Engineer in charge. At all floor levels including all lead

and lifts.

- - -

100 mm high skirting in steps profile of staircase Rmt 6502 161 1049831.74 216.00 1404494.64 208.97 1,358,751.91 - 209.0 1,358,752

Wooden Shuttering Steel Shuttering Testing ChargesMaterial Labour Sub Contractor Plant Depric. Plant Oprn & Fuel

of 71


TILE & PAINTING

1.34


DC RATE

TENDER


PSE

RATEPSE AMOUNT Wooden Shuttering Steel Shuttering Testing ChargesMaterial Labour Sub Contractor Plant Depric. Plant Oprn & Fuel

- - -

84102787 88933209 62199532 26733677

PAINTING WORKS - - -

- - -

1.00

Providing & applying two or more coats of Snowcem paint in shafts at all levels, of

approved shade to give an even shade including surface cleaning / preparation, curing all

complete to the satisfaction of Engineer in charge / recommendation by manufacturer

including erection and dismantling of scaffolding ,working platform etc.

- - -

SQM 20663 90 1859694.30 121.00 2500255.67 90.00 1,859,694.30 - 90.0 1,859,694

- - -

2.00

Providing & applying White wash with lime, two or more coats at all floor levels to give an

even shade including cleaning & preparation of surface , providing & mixing DDL binder or

any other adhesive/glue as approved, pigment as specified including ,erection and

dismantling of scaffolding ,working platforms as necessary complete to the satisfaction of

the Engineer. Nothing extra shall be payable for repairing & touch-ups till handing over.

SQM 126372 35 4423004.60 47.00 5939463.32 35.00 4,423,004.60 - 35.0 4,423,005

- - -

3.00

Providing & applying Oil Bound Distemper of approved brand and shade with two or more

coats at all floor levels (staircase, s.room, stilt floor utility areas ) to give an even shade

including cleaning & preparation of surface, applying putty, one coat of cement primer

and including erection and dismantling of scaffolding , working platforms as necessary

complete to the satisfaction of the Engineer. Nothing extra shall be payable for repairing &

touch-ups till handing over.

SQM 22489 70 1574240.50 94.00 2113980.10 75.00 1,686,686.25 - 75.0 1,686,686

- - -

4.00

Providing & applying Synthetic Enamel Paint of approved manufacturer, two or more

coats on concrete / plastered surfaces in parking area in basements (up to 1.10 m height

from FFL) to give an even shade, including cleaning & preparation of surface, applying

putty, one coat of cement primer and shifting of material from store to work place ,

complete to the satisfaction of the Engineer / recommendation by manufacturer .Nothing

extra shall be payable for repairing & touch-ups till handing over.

SQM 9474 100 947430.00 134.00 1269556.20 100.00 947,430.00 - 100.0 947,430

- - -

5.00

Providing & applying Flat Oil Paint of approved brand and shade with two or more coats on

staircase walls upto 1.10 m height at all floor levels to give an even shade including

cleaning & preparation of surface , applying putty and one coat of primer including

erection and dismantling of scaffolding , working platforms as necessary complete to the

satisfaction of the Engineer. Nothing extra shall be payable for repairing & touch-ups till

handing over.

SQM 7281 130 946592.40 174.00 1266977.52 130.00 946,592.40 - 130.0 946,592

- - -

6.00

Providing & applying Acrylic Emulsion paint of approved brand and shade, two or more

coats at all floor levels on new plastered surface to give an even shade including cleaning

& preparation of surface(excluding the cost of POP punning/Birla Putty), one coat of

primer including erection and dismantling of scaffolding, working platforms as necessary

complete to the satisfaction of Engineer / recommendation by manufacturer. Berger or

equivalent. Nothing extra shall be payable for repairing & touch-ups till handing over. Note

that the birla putty for this quantity shall be paid separately.

SQM 245862 120 29503468.80 161.00 39583820.64 120.00 29,503,468.80 - 120.0 29,503,469

- - -

7.00

Providing & applying 2 or more coats of ICI - Weathershield , over one coat of Primer. on

External surface at all floor levels of approved shade to give an even shade, including

surface cleaning / preparation, curing as per instructions of the Engineer

/Recommendation by manufacturer including erection and dismantling of scaffolding

,working platform etc. Nothing extra shall be payable for repairing & touchups till handing

over.The work shall be carried out by authorised applicator of the manufacturer which is

aggreable to the owner. Warranty for 5 years shall be submitted by both Manufacturer &

the applicator thru, civil contractor.

SQM 109088 125 13636032.50 168.00 18326827.68 125.00 13,636,032.50 - 125.0 13,636,033

- - -

8.00

Providing & painting two or more coats of Exterior grade Texture Paint in trowel finish, on

External surface upto 4th floor lvl. of approved colour, make & shade, to give an even

shade including surface cleaning & preparation, and one coat of primer as base,curing as

per instructions of the Engineer/ recommendation by manufacturer including erection and

dismantling of scaffolding, working platforms etc all complete.

- - -

Nothing extra will be payable for repairing & touchups till handing over. SQM 17389 250 4347145.00 335.00 5825174.30 250.00 4,347,145.00 - 250.0 4,347,145

- - -

9.00Making 10mm x 15mm wide groove in proper line and level in external plaster at all floor

levels of building elevation.Rmt 1268 15 19012.50 20.00 25350.00 15.00 19,012.50 - 15.0 19,013

- - -

10.00

Making 150mm high & 175mm thick RCC Band including the cost of shuttering, scaffolding

& RCC in external elevation of buildings at 4th floor level complete to the satisfaction of

engineer in charge.

Sqm 190 1,045 198711.48 1401.00 266365.13 1045.00 198,680.63 - 1045.0 198,681

- - -

11.00

Providing & Fixing Dholpur Stone 40 mm thick & 300 mm wide in coping at parapet wall,

laid on 20 mm thick cement mortar 1:4 (1 cement 4 coarse sand) and jointed with white

cement slurry mixed with pigment to match the shade of the stone including rubbing and

polishing complete as per the satisfaction to engineer in charge.

Rmt 1489 500 744304.76 670.00 997362.00 500.00 744,304.76 310.0 461,471 190.0 282,834

- - -

12.00

Providing & applying synthetic enamel paint, two or more coats on MS Railing of Staircase

& balcony at all floor levels to give an even shade, including cleaning & preparation of

surface, and shifting of material from store to work place ,erection and dismantling of

scaffolding ,working platforms as necessary complete to the satisfaction of the Engineer.

Nothing extra shall be payable for repairing & touch-ups till handing over.

Sqm 9293 100 929291.00 134.00 1245249.94 100.00 929,291.00 - 100.0 929,291

- - -

13.00

Providing & applying Duco paint two or more coats on wood work to give an even shade,

including one coat of priming coat, cleaning, & preparation of surface, applying putty as

necessary complete to the satisfaction of the Engineer .

Sqm 23659 600 14195558.40 804.00 19022048.26 600.00 14,195,558.40 - 600.0 14,195,558

- - -

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RATEPSE AMOUNT Wooden Shuttering Steel Shuttering Testing ChargesMaterial Labour Sub Contractor Plant Depric. Plant Oprn & Fuel

14.00Providing & Applying 6 mm thick POP (super fine quality) punning on walls, making in

proper line and levels for smooth finish in internal walls complete.Sqm 181523 115 20875099.00 154.00 27954480.40 115.00 20,875,099.00 - 115.0 20,875,099

- - -

15.00Providing & applying one coat of Birla/Spontax putty on internal ceilings of apartments for

all floor lvl. Including the cost of scaffolding, working platform & safety arrangement.Sqm 64366 40 2574654.40 54.00 3475783.44 40.00 2,574,654.40 - 40.0 2,574,654

- - -

16.00

Providing & applying two or more coats of Snowcem paint in Stilt Floor external faces of

room & Columns , of approved shade to give an even shade including surface cleaning /

preparation, curing all complete to the satisfaction of Engineer in charge /

recommendation by manufacturer including erection and dismantling of scaffolding

,working platform etc.

- - -

Sqm 634 70 44356.90 94.00 59564.98 90.00 57,030.30 - 90.0 57,030

96818597 96943685 461471 96482214

TOTAL 180,921,383 242,581,885 185,876,894 62,661,003 - 123,215,891 - - - - -

of 71

THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON

FINISHING BOQ

Finishes 1.34

ITEM DESCRIPTION UOM QTY

TENDE

R DC

RATE

TENDER

DC AMOUNT

SPCL

RATESPCL AMOUNT

PSE

RATEPSE AMOUNT

PLASTERING

1.00 Providing and applying 6 mm thick cement plaster to ceiling in cement mortar 1:3 (1

cement : 3 fine sand) at all floor levels, finished smooth in line &

level including hacking of RCC surfaces, making groove at the junction of ceiling &

wall and curing, all lead and lifts including scaffolding all complete to the satisfaction

of the Engineer. SQM 66015 152 10034343.38 204.00 13467145.07 196.00 12,939,021.73 41.0 2,706,632 10.0 660,154 135.0 8,912,081 10.0 660,154

- - - -

2.00 Providing and applying 12/15mm thick cement plaster on wall/ columns in cement - - - -

mortar 1:6 (1cement : 2 coarse sand : 4 fine sand) at all floor levels, finished smooth in - - - -

line & level including hacking of RCC surfaces and curing, all lead and lifts including - - - -

scaffolding all complete to the satisfaction of the Engineer. SQM 253506 159 40307404.71 213.00 53996711.97 221.00 56,024,757.49 66.0 16,731,376 10.0 2,535,057 135.0 34,223,268 10.0 2,535,057

- - - -

3.00 Providing and applying 18mm thick cement plaster (external elevation, open - - - -

voids/shafts) on flat/curved surface in two coats, under layer of 12mm thickness in - - - -

cement plaster 1:5 (1cement:5 coarse sand) and top layer 6mm thickness in cement - - - -

plaster 1:6 (1cement: 3 fine sand:3coarse sand ) mixing of cico no. 1 water proofing - - - -

agent in cement mortar @ 2% by weight of cement, at all floor levles, making drip - - - -

course, edges, hacking of RCC surface and curing, all lead & lifts including scaffolding - - - -

all complete to satisfaction of the Engineer. Sqm 94358 293 27646838.33 393.00 37082619.33 382.00 36,044,683.42 90.0 8,492,203 13.0 1,226,652 239.0 22,551,517 40.0 3,774,312

- - - -

4.00 Providng & applying cement plaster on balcony bottom rail, toe wall, top rail, - - - -

coloum, making of nib, patta etc complete as per Engineer in charge. Nos. 2840 900 2556000.00 1206.00 3425040.00 900.00 2,556,000.00 - - 900.0 2,556,000 -

- - - -

5.00 Providing and applying 6 mm thick cement plaster to soffit / ceiling of balcony in - - - -

cement mortar 1:3 (1 cement : 3 fine sand) at all floor levels, - - - -

finished smooth in line & level including hacking of RCC surfaces, making groove at - - - -

the junction of ceiling & wall and curing, all lead and lifts including scaffolding all - - - -

complete to the satisfaction of the Engineer. Sqm 16817 157 2640243.88 210.00 3531536.40 196.00 3,296,100.64 41.0 689,490 10.0 168,168 135.0 2,270,273 10.0 168,168

- - - -

5.02 10mm x 10mm wide groove in plaster of Balcony Rmt 18538 15 278064.00 20.00 370752.00 15.00 278,064.00 - - 15.0 278,064 -

- - - -

5.03 40mm x 10mm drip course in plaster of Balcony Rmt 15576 20 311520.00 27.00 420552.00 20.00 311,520.00 - - 20.0 311,520 -

- - - -

5.04 40mm x 15mm drip course in plaster of Balcony Rmt 2713 20 54268.00 27.00 73261.80 20.00 54,268.00 - - 20.0 54,268 -

- - - -

6.00 Providing and fixing 22 gauge 18 mm size G I chicken wire mesh of approved widths - - - -

at junction of concrete and brick work, on the base layer of double coat plaster and - - - -

other locations called for including necessary laps and "U" shape galvanized wire nail - - - -

complete as specified and as per the direction of the Engineer In charge. The rate shall - - - -

be for all heights floors, lead and lift and shall cater for all labour , material, tools & - - - -

tackles and any other cost required for the successful completion of work. RM 133219 16.6 2211433.74 22.00 2930815.80 15.60 2,078,214.84 12.6 1,678,558 - 3.0 399,657 -

- - - -

7.00 Providing and applying 12/15mm thick cement plaster on wall/ columns of closed - - - -

shafts in cement mortar 1:6 (1cement : 2 coarse sand : 4 fine sand) at all floor levels, - - - -

finished smooth in line & level including hacking of RCC surfaces and curing, all lead - - - -

and lifts including scaffolding all complete to the satisfaction of the Engineer in charge. Sqm 51752 159 8228634.78 213.00 11023265.46 221.00 11,437,284.82 66.0 3,415,660 10.0 517,524 135.0 6,986,577 10.0 517,524

- - - -

8.00 Making 5mm x 5mm groove in plasters in Toilets Rmt 8330 15 124942.50 20.00 166590.00 15.00 124,942.50 - - 15.0 124,943 -

- - - -

9.00 Making 4mm x 4mm groove in plasters in Toilets Rmt 7802 18 140433.48 24.00 187244.64 18.00 140,433.48 - - 18.0 140,433 -

- - - -

10.00 Making 5mm x 5mm "V" groove in plasters in all Lift lobby Rmt 3204 20 64081.40 27.00 86509.89 20.00 64,081.40 - - 20.0 64,081 -

- - - -

11.00 Making 3mm x 3mm groove in plaster in Toilets Rmt 127 22 2796.20 29.00 3685.90 22.00 2,796.20 - - 22.0 2,796 -

- - - -

12.00 Applying neat cement finish in EWS Toilets sqm 679 207 140637.83 277.00 188171.64 232.65 158,043.17 86.0 58,422 - 146.6 99,622 -

- - - -

SUBTOTAL 94741642 125510212 33772340 5107555 78975100 7655216

CEMENT CONCRETE FLOORING/ SKIRTING - - - -

- - - -

1.00 Providing and laying of 40 mm thick Cement concrete flooring 1:2:4 ( 1 cement : 2 - - - -

coarse sand : 4 graded stone aggregate of 12.5 mm nominal size ) in flooring including - - - -

fixing of 40 x 4 mm size glass strips of required size at 1.2m c/c both ways part thereoff - - - -

as required and finished with a floating coat of neat cement to achieve extra smooth & - - - -

levelled surface to receive laminated wooden flooring at all floor levels as directed by - - - -

Engineer-in-Charge. Sqm 28830 290 8360811.65 389.00 11215019.77 316.30 9,119,050.78 226.3 6,524,316 - 90.0 2,594,735 -

- - - -

2.00 Providing and laying 75 mm thick Cement concrete flooring 1:2:4 ( 1 cement : 2 - - - -

coarse sand : 4 graded stone aggregate of 12.5 mm nominal size )in basements & - - - -

stilt floor including cleaning the surface, applying cement slurry, side shuttering with - - - -

MS channels, vibrating concrete by using screed vibrator, dewatered by vaccum - - - -

dewatering using "Tremix" process,including curing etc. The surface will be finished - - - -

with a nylon brush and the flooring shall be laid in required slope. all complete as per - - - -

direction of Engineer in charge. Sqm 38288 455 17420898.95 610.00 23355490.90 476.00 18,224,940.44 386.0 14,779,048 - 90.0 3,445,892 -

- - - -

3.00 Providing and laying IPS Flooring of 40mm thickness of Cement Concrete 1:2:4 (1 - - - -

cement:2 coarse sand 4 graded stone aggregate of 12.5mm nominal size) in flooring - - - -

fixing of 40 x 4 mm size glass strips of required size at 1.2m c/c both ways part thereoff - - - -

as required and finished with a floting coat of neat cement i/c cement slurry in M/c - - - -

Room and Terrace Corridor , Electrical shaft, FHC shaft & Shop etc., all complete - - - -

including all material cost at all levels and all lead and lifts, wherever specified to the - - - -

complete satisfaction of Engineer in charge. Sqm 6111 300.5 1836444.45 403.00 2462852.29 316.30 1,933,002.92 226.3 1,382,986 - 90.0 550,017 -

Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges


Material Labour Sub Contractor Plant Depric.

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THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON

FINISHING BOQ

- - - -

4.00 Providing and laying plaster skirting, 12/15mm thick in 1:3 (1 cement 3 coarse sand) - - - -

& finished with neat cement slurry complete as directed by Engineer in charge at all - - - -

floor levels in M/c room, Terrace corriodor, Electrical shaft, FHC shaft etc. Sqm 160 177.5 28373.38 238.00 38044.30 189.70 30,323.55 89.7 14,339 - 100.0 15,985 -

- - - -

5.00 Providing and laying IPS Flooring of 20mm thickness on service slab of Cement - - - -

Concrete 1:2:4 (1 cement:2 coarse sand 4 graded stone aggregate of 12.5mm nominal - - - -

size) finished with a floating coat of neat cement i/c cement slurry in all complete - - - -

including all material cost at all levels and all lead and lifts, wherever specified to the - - - -

complete satisfaction of Engineer in charge. Sqm 794 206.1 163681.73 276.00 219195.34 219.00 173,926.73 129.0 102,450 - 90.0 71,477 -

- - - -

6.00 Extra for providing & applying CICO Emalite RTU @ 4kg/m2 to 5kg/m2 on existing - - - -

CC flooring at turning points in drive way, ramps, Helipad flooring as per - - - -

Manufacturer's instruction. Sqm 4050 125 506250.00 168.00 680400.00 125.00 506,250.00 125.0 506,250 - - -

SUBTOTAL 28316460.16 29987494.42 ########## 6678105.13

TOTAL 123,058,102 164,924,904 155,497,706 57,081,730 5,107,555 85,653,205 - - - 7,655,216 -

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APARTMENTS flooring, skirting

1.00 Providing & Laying of 18 +/- 2 mm marble stone on 1: 4 (1cement : 4coarse sand) 20

mm thick base mortar laid to the required slope & in required pattern, jointed with white

cement slurry mixed with pigment to match the shade of stone, resin filler coating, POP

protection with 200 micron Polythene sheet till handing over and removing POP malba

from site also.The stone shall be taken to match the grains of stone work . For purpose of

matching the grains , the stone slabs shall be selected judiciously having uniform pattern

of veins / streaks The area to be laid shall be reproduced on the ground and the stone

slabs laid in position and arranged in the manner to give the desired matching of grains .

Any adjustment needed for achieving the best results shall be then carried out by

replacing or interchanging the particular slabs.

1.01 Imported / Omani Beige marble flooring (avg rate 230/- per sqft) in Living / Dining,

measured from plaster to plaster, at all floor levels at all leads. Sqm 20467 3980 81458540.60 4131.00 84,549,053.07 3250.0 66,517,653 - 866.0 17,724,396 15.0 307,005

- - - -

1.02 Extra over item no. 1.01 for mirror polishing with synthetic carborandum stones. Sqm 20467 125 2558371.25 125.00 2,558,371.25 - - 125.0 2,558,371 -

- - - -

2.00 Providing & fixing of 18 +/- 2mm marble stone skirting with 12 mm thick 1:3 cement - - - -

mortar (1 cement : 3 coarse sand) jointed with white cement mixed with pigment to - - - -

match the shade of stone. Including edge chamfering, resin filler coating & making - - - -

verticle mitred joints as specified at all floor levels as per approved design / pattern as - - - -

detailed in the drawing / instructions of the Engineer . Polishing shall be paid extra. - - - -

- - - -

2.01 Imported / Omani Beige Marble (avg rate 230/- per sqft) skirting 100 mm high. Rmt 12713 548 6966548.64 563.10 7,158,510.11 325.0 4,131,621 - 236.6 3,007,820 1.5 19,069

- - - -

2.02 Extra over item No. 2.01 for Mirror Polishing with synthetic carborandum stones. Rmt 12713 22.5 286035.30 22.50 286,035.30 - - 22.5 286,035 -

- - - -

Typical Lift Lobby - - - -

- - - -

1.00 Providing & Laying of 18 +/- 2 mm marble stone on 1: 4 (1cement : 4coarse sand) 20 - - - -

mm thick base mortar laid to the required slope & in required pattern, jointed with white - - - -

cement slurry mixed with pigment to match the shade of stone, resin filler coating, POP - - - -

protection with 200 micron Polythene sheet till handing over and removing POP malba - - - -

from site also.The stone shall be taken to match the grains of stone work . For purpose of - - - -

matching the grains , the stone slabs shall be selected judiciously having uniform pattern - - - -

of veins / streaks The area to be laid shall be reproduced on the ground and the stone - - - -

slabs laid in position and arranged in the manner to give the desired matching of grains . - - - -

Any adjustment needed for achieving the best results shall be then carried out by - - - -

replacing or interchanging the particular slabs. - - - -

- - - -

1.01 Imported / Omani Beige marble flooring (avg rate 230/- per sqft) with patterns made in - - - -

dark emperador (as per drawings), measured from plaster to plaster, at all floor levels at - - - -

all leads. Sqm 4456 4,697 20926702.83 4570.00 20,362,320.50 3330.0 14,837,315 - 1225.0 5,458,171 15.0 66,835

- - - -

1.02 Extra labour charges for cutting and fixing strips in flooring / cladding upto clear width Rmt. 1692 200 338446.00 200.00 338,446.00 - - 200.0 338,446 -

of 150mm. - - - -

- - - -

1.03 Providing and Fixing 3mm thick S.S Strip in flooring fixed with Araldite in place flushing Rmt 1692 347.60875 588233.96 347.61 588,233.96 292.6 495,161 - 55.0 93,073 -

with the border in flooring of Lift Lobby. - - - -

- - - -

1.04 Extra over item no. 1.01 for mirror polishing with synthetic carborandum stones . Sqm 4456 100 445565.00 100.00 445,565.00 - - 100.0 445,565 -

- - - -






- - - -

2.01 Imported / Omani Beige Marble (avg rate 230/- per sqft) skirting 100 mm high Rmt 3991 468 1867558.68 483.10 1,927,815.38 379.8 1,515,596 - 103.3 412,220 -

- - - -

2.02 Extra over item No. 2.01 for Mirror Polishing with synthetic carborandum stones Rmt 3991 15 59857.65 15.00 59,857.65 - - 15.0 59,858 -

- - - -

3.00 Supply & Fixing of 18 +/- 2mm thick marble stone cladding/dado/bands/ - - - -

strips/cill/soffits/jambs is specified size as per drawing laid with 20mm thick 1:3 cement - - - -

mortar(1cement : 3 coarse sand) wet cladding. The item includes providing and fixing - - - -

stainless steel cramp of adequate size fixed in cladding as per design in CM 1:2(1cement : - - - -

2coarse sand) pins,dash fasteners of approved make and fixing grit on back of stone with - - - -

araldite etc including making 4mm grooves, pointing, resin filler coating, edges - - - -

chamfering, filling of the joints with matching cement pigment, scaffolding etc. complete - - - -

as per drawing. - - - -

3.01 Imported/ Travertine Marble in Lift cladding,Jambs, Sills & Soffit(avg rate 230/- per sqft). Sqm 2661 4421 11765960.98 4752.00 12,646,877.76 3798.0 10,107,921 - 954.0 2,538,957 -

- - - -

3.02 Extra over item No. 3.01 for Mirror Polishing with synthetic carborandum stones. Sqm 2661 100 266138.00 100.00 266,138.00 - - 100.0 266,138 -

- - - -

4.00 Extra Labour charges for Cutting hole for Indicators & Electrical fixtures as per - - - -

detail complete. - - - -

4.01 size of 90 mm X 180 mm Each 569 300 170700.00 300.00 170,700.00 - - 300.0 170,700 -

Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges


STONE WORKS

Material Labour Sub Contractor

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STONE WORKS


4.02 size of 110 mm X 320 mm Each 217 350 75950.00 350.00 75,950.00 - - 350.0 75,950 -

- - - -

ENTRANCE HALL & GROUND FLOOR LIFT LOBBY - - - -

- - - -

1.00 Providing & Laying of 18 +/- 2 mm marble stone on 1: 4 (1cement : 4coarse sand) 20 - - - -

mm thick base mortar laid to the required slope & in required pattern, jointed with white - - - -

cement slurry mixed with pigment to match the shade of stone, resin filler coating, POP - - - -

protection with 200 micron Polythene sheet till handing over and removing POP malba - - - -

from site also.The stone shall be taken to match the grains of stone work . For purpose of - - - -

matching the grains , the stone slabs shall be selected judiciously having uniform pattern - - - -

of veins / streaks The area to be laid shall be reproduced on the ground and the stone - - - -

slabs laid in position and arranged in the manner to give the desired matching of grains . - - - -

Any adjustment needed for achieving the best results shall be then carried out by - - - -

replacing or interchanging the particular slabs. - - - -

- - - -

1.01 Providing & fixing Imported / Omani Beige marble flooring (avg rate 230/- per sqft) - - - -

with patterns made in dark emperador (as per drawings), measured from plaster to - - - -

plaster, at all floor levels at all leads. Sqm 445 3980 1772453.20 4131.00 1,839,699.54 3250.0 1,447,355 - 866.0 385,664 15.0 6,680

- - - -

1.02 Extra labour charges for cutting and fixing strips in flooring / cladding upto clear width - - - -

of 150mm. Rmt. 125 240 30000.00 240.00 30,000.00 - - 240.0 30,000 -

- - - -

1.03 Providing and Fixing 3mm thick S.S Strip fixed with Araldite in place flushing - - - -

with the border in flooring of Lift Lobby. Rmt 125 347.60875 43451.09 347.61 43,451.09 292.6 36,576 - 55.0 6,875 -

- - - -


- - - -

2.00 Supply & Fixing of 18 +/- 2mm thick marble stone cladding/dado/bands/ - - - -

strips/cill/soffits/jambs is specified size as per drawing laid with 20mm thick 1:3 cement - - - -

mortar(1cement : 3 coarse sand) wet cladding. The item includes providing and fixing - - - -

stainless steel cramp of adequate size fixed in cladding as per design in CM 1:2(1cement : - - - -

2coarse sand) pins,dash fasteners of approved make and fixing grit on back of stone with - - - -

araldite etc including making 4mm grooves, pointing, resin filler coating, edges - - - -

chamfering, filling of the joints with matching cement pigment, scaffolding etc. complete - - - -

as per drawing. - - - -

2.01 Imported/ Travertine Marble in Lift cladding,Jambs, Sills & Soffit(avg rate 230/- per sqft). Sqm 69 4421 304297.43 4752.00 327,080.16 3798.0 261,416 - 954.0 65,664 -

- - - -


- - - -






- - - -

3.01 Imported / Omani Beige Marble (avg rate 230/- per sqft) skirting 100 mm high Rmt 549 518 284345.74 533.10 292,634.58 339.0 186,087 - 194.1 106,547 -

- - - -

3.02 Extra over item No. 3.01 for Mirror Polishing with synthetic carborandum stones. Rmt 506 10 5057.40 10.00 5,057.40 - - 10.0 5,057 -

- - - -

STONE WORK - - - -

- - - -

1.00 Providing, cutting & fixing pre-polished 18+/-2 mm Indian/Madnapalli Granite Stone as - - - -

worktop slab over Counter with Araldite on Modular Kitchen Top board (board is part of - - - -

Modular Kitchen) at all floor levels, including edge chamfering,making openings/holes for - - - -

sink/wash basin,mixers,soap dispenser as required and mirror polishing of edges complete - - - -

as per drawing.(avg rate 150/- per Sqft) Sqm 797 3240 2581113.60 3213.33 2,559,869.87 1953.3 1,556,103 - 1260.0 1,003,766 -

- - - -

2.00 Extra over item no. 1.00 for strips, latak & band upto 150mm. Rmt 5047 607.5 3066052.50 602.50 3,040,817.50 366.3 1,848,464 - 236.3 1,192,354 -

- - - -

3.00 Providing & Fixing worktop of 18+/-2 mm thick pre-polished Imported/Emperador marble - - - -

Stone (Dark/Light) over 12mm thick waterproof ply with araldite in Toilets at all floor - - - -

levels, including resin filling, edge chamfering, making openings/holes for sink/wash - - - -

basin,mixers,soap dispenser as required and mirror polishing of edges complete as per - - - -

drawing.(avg rate 230/- per Sqft) Sqm 1641 5,342 8769204.36 5356.67 8,792,914.77 4001.1 6,567,784 - 1355.6 2,225,131 -

- - - -

4.00 Providing and fixing 75 mm wide strip of 18+/-2 mm thick Imported/Omani Beige Marble - - - -

over 1:4 ( 1 cement : 4 coarse sand) 20 mm thick mortar at Shower area including edge - - - -

chamfering, edge polish, mirror polish & resin filling all complete and as per instructions - - - -

of project in charge.(avg rate 230/- per Sqft) Rmt 1981 551 1090930.93 552.19 1,093,612.87 375.1 742,898 - 177.1 350,715 -

- - - -

5.00 Providing & fixing of 18+/-2 mm thick Imported/Omani Beige marble stone on 1: 4 cement - - - -

mortar (1 cement : 4 coarse sand) 20 mm thick base mortar in threshold, cill, bands 50 - - - -

mm to 250 mm including edge chamfering, edge polish, mirror polish & resin filling, joints - - - -

filled with white cement mixed with pigment matching the shade of stone all complete. - - - -

The stone shall be taken to match the grains of stone work . For purpose of matching the - - - -

grains , the stone slabs shall be selected judiciously having uniform pattern of veins / - - - -

streaks The area to be laid shall be reproduced on the ground and the stone slabs laid in - - - -

position and arranged in the manner to give the desired matching of grains . Any - - - -

adjustment needed for achieving the best results shall be then carried out by replacing or - - - -

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STONE WORKS


interchanging the particular slabs.(avg rate 230/- per Sqft) Sqm 3074 3980 12233405.60 4131.00 12,697,537.32 3250.0 9,989,590 - 866.0 2,661,842 15.0 46,106

- - - -

5.01

Providing & Fixing Dholpur Stone 40 mm thick & 150 mm wide in coping at balcony laid on 20 mm

thick cement mortar 1:4 (1 cement 4 coarse sand) and jointed with white cement slurry mixed with

pigment to match the shade of the rubbing and polishing complete as per the satisfaction to

engineer in charge.stone includingchamfering,

- - - -

Sqm 2780 1,979 5500752.41 1991.69 5,536,892.41 1669.6 4,641,622 - 322.0 895,270 -

TOTAL 163,507,090 167744858.48 124883162 42416003 445694

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1 Providing & Fixing laminated 8mm thick, AC-3, abrasion resistant wooden flooring of

(Pergo - PS4629) inclusive providing & fixing vapour barrier polythylene sheet 0.2mm

thick & underlay extruded polyethylene foam 1.5mm thick to have a floating floor

installation with perimeter expension gap, laid completely as per manufacturer's

specifications and to the satisfaction of engineer in charge all complete at all floor levels. Sqft 288785 65.75 18987615.72 88.00 25413082.64 65.75 18987615.72 - 65.8 18,987,616

- -

2 Providing & Fixing 75 mm high laminated wooden skirting of matching shade all complete Rft 83455 20.26 1690402.44 27.00 2253272.85 20.26 1690402.44 - 20.3 1,690,402

to the satisfaction of Engineer in charge. At all floor levels. - -

- -

3Providing & Fixing laminated wooden T-Profile of matching shade all complete to the

satisfaction of Engineer in charge. At all floor levels.Rft 11247 20.26 227807.85 27.00 303663.33 20.26 227807.85 - 20.3 227,808

20,905,826 27,970,019 20,905,826 - - 20,905,826 - - - - -

Testing ChargesMaterial Labour Sub Contractor Plant Depric.


LAMINATED WOODEN FLOORING WORKS

Plant Oprn & Fuel Wooden Shuttering Steel Shuttering

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DOOR, WINDOW & HARDWARE

1.00 Providing & Fixing 2nd Class Ghana teakwood or other specified & approved

Hard-Wood free from knots ,door frames of size 150 x 75mm in proper alignment /vertical

to the plumb including providing & fixing 6 nos. of M. S. hold fasts / Dash fasteners as

required per frame including cutting of Block masonry and casting of concrete blocks of size

300*100*150mm in C.C. 1:2:4 . The item includes mixing and placing of concrete complete as

per instructions of the Engineer . No escalation shall be payable for Hold fasts. At all floor

levels.

RM 3787 1,039.97 3,938,678.52 1084.90 4108824.16 1024.9 3,881,586 60.0 227,238

- -

2.00 Providing & Fixing Red Meranti or other specified & approved Hard-Wood door - -

frames of size 115 x 65mm in proper alignment / vertical to the plumb including - -

providing & fixing 6 nos. of M. S. hold fasts / Dash fasteners per frame including - -

cutting of Block masonry and casting of concrete blocks of size 300*100*150mm - -

in C.C. 1:2:4 . The item includes mixing and placing of concrete complete as per - -

instructions of the Engineer . No escalation shall be payable for Hold fasts. At all - -

floor levels. RM 27310 581.30 15,874,963.99 611.90 16710647.85 551.9 15,072,069 60.0 1,638,579

- -

3.00 Supply and Fixing 38mm thick, solid core flush door shutters (commercial ply veneer - -

3mm thick on both faces) of specified size & thickness including cost of providing & - -

fixing hard wood lipping , excluding door hardwares fittings cutting / re-sizing of door if - -

necessary complete as specified. At all floor levels. SQM 12342 2260.82 27,904,001.75 2262.03 27918938.31 1768.1 21,822,330 494.0 6,096,608

- -

4.00 Supply and Fixing of flush door shutters of specified size & 25mm thickness including - -

cost of providing & fixing hard wood lipping , providing & fixing 3 nos. MS hinges - -

75mm long and shaft lock fixing, Cutting / re-sizing of door if necessary complete as - -

specified. in lift lobby for LVshaft At all floor levels. Sqm 83 2015.06 168,036.13 2015.06 168036.13 1610.4 134,287 404.7 33,749

- -

5.00 Supply & fixing of Pre-fabricated moulded Architrave at the junction of door frame & - -

wall with necessary S.S screws, Plugs made out of Teakwood for main doors and Red - -

meranti for other doors as specified size as per approved design. - -

- -

Teak Wood - -

5.01 Rectangular Architrave 60mm x 12mm RM 3787 97.55 369,421.85 97.55 369421.85 77.9 295,007 19.7 74,415

5.02 Rectangular Architrave 40mm x 12mm RM 3787 85.76 324,773.12 75.26 285009.62 56.7 214,647 18.6 70,362

- -

Red Mirandi - -

5.01 Rectangular Architrave 60mm x 12mm RM 27595 36 993,420.00 36.00 993420.00 36.0 993,420 -

5.02 Rectangular Architrave 40mm x 12mm RM 27595 24 662,280.00 24.00 662280.00 24.0 662,280 -

- -

Supplying and fixing mechanically operated rolling shutters of approved make made of - -

80 x 1.25 mm MS laths inter locked together through their entire length and jointed - -

together at the end by end locks mounted on specially designed pipe shaft with - -

brackets, side guides and arrangements for inside and outside locking with push and - -

pull operation complete incl. the cost of providing and fixing necessary 27.5cm long wire - - springs grade no. 2 and MS top cover 1.25mm thick for rolling shutters incl. ball bearing, - - opening and closing system by gear and lever operation incl. cost of two coat of red - - oxide primer and three or more coats of synthetic enamel paint of approved brand and - -

shade. Sqm 60 3000 179,580.00 3000.00 179580.00 - 3000.0 179,580

- -

HARDWARE - -

1.00 Providing & Fixing Hardware as per SAMPLE APPROVED (DORSET) - -

1.01 Main Entrance Door - -

A Providing & Fixing SS Mortice Lock, cylinder with handle sets. with bothside keyhole - - on inside and outside in door including necessary S.S screws etc.all complete at all floor Nos. 626 2500 1,565,000.00 2500.00 1565000.00 - 2500.0 1,565,000 levels. - -

B Providing & Fixing SS ball bearing Hinges 125mm X 75mm X 3mm in door including Nos. 1878 250 469,500.00 250.00 469500.00 - 250.0 469,500 necessary S.S screws etc.all complete at all floor levels. - -

C Providing & Fixing Door Stopper SS316 satin finish in door including necessary S.S screws Nos. 626 100 62,600.00 200.00 125200.00 - 200.0 125,200 etc.all complete at all floor levels. - -

D Providing & Fixing Door Guard SS304 satin finish in door including necessary S.S screws Nos. 626 100 62,600.00 100.00 62600.00 - 100.0 62,600 etc. all complete at all floor levels. - -

E Providing & Fixing Wide angle door viewer SS304 satin finish in door including Nos. 626 250 156,500.00 150.00 93900.00 - 150.0 93,900 necessary S.S screws etc.complete at all floor levels. - -

- -

1.02 Internal Bedroom / Kitchen doors - -

A Item same as 1.01 (a) above but one side key hole & one side Knob all complete. Nos. 2806 1100 3,086,600.00 1000.00 2806000.00 - 1000.0 2,806,000

B Providing & Fixing SS ball bearing Hinges 100mm X 75mm X 3mm in door including - -

necessary S.S screws etc.complete at all floor levels. Nos. 8418 200 1,683,600.00 200.00 1683600.00 - 200.0 1,683,600

C Providing & Fixing Door Stopper SS316 satin finish in door including necessary S.S screws - -

etc. all complete at all floor levels. Nos. 2806 75 210,450.00 200.00 561200.00 - 200.0 561,200

D Providing & Fixing Door Guard with SS316 satin finish in door including necessary S.S - -

screws all complete at all floor levels Nos. 2806 150 420,900.00 100.00 280600.00 - 100.0 280,600

1.03 Toilet Doors - -

A Item same as 1.01 (a) above but without cylinder and with Babylatch for toilet - -

doors all complete at all floor levels. Nos. 2165 900 1,948,500.00 900.00 1948500.00 - 900.0 1,948,500

B Providing & Fixing SS ball bearing Hinges 100mm X 75mm X 3mm in door including - -

necessary S.S screws etc.all complete at all floors. Nos. 6495 200 1,299,000.00 200.00 1299000.00 - 200.0 1,299,000

C Providing & Fixing Baby latch Brass SS finish in door including necessary S.S screws - -

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DOOR / WINDOWS


etc.all complete. At all floors Levels. Nos. 2165 150 324,750.00 150.00 324750.00 - 150.0 324,750

D Providing & Fixing Door Guard with SS316 satin finish in door including necessary - -

S.S screws etc.all complete at all floor levels. Nos. 2165 100 216,500.00 100.00 216500.00 - 100.0 216,500

- -

1.04 S.Room (as per sample approved) - -

A Providing & Fixing Aluminium Mortice Lock with handle sets. with one side - -

keyhole all complete at all floor levels. Nos. 178 900 160,200.00 900.00 160200.00 - 900.0 160,200

B Providing & Fixing Aluminium Door Stopper in door including necessary screws etc.all Nos. 178 60 10,680.00 60.00 10680.00 - 60.0 10,680

complete.at all floors. - -

C Providing & Fixing Rubber Door Guard in door including necessary screws etc. all Nos. 178 60 10,680.00 60.00 10680.00 - 60.0 10,680

complete at all floors. - -

D Providing & Fixing Aluminium Tower Bolt 200mm in door including necessary screws Nos. 178 110 19,580.00 110.00 19580.00 - 110.0 19,580

etc.all complete at all floors. - -

E Providing & Fixing Aluminium Butt Hinges 100mm X 75mm X 3mm in door including Nos. 534 150 80,100.00 150.00 80100.00 - 150.0 80,100

necessary screws etc.all complete at all floor levels. - -

- -

1.05 S.Room Toilet (as per sample approved) - -

A Providing & Fixing Aluminium Handle with Latch ( handle both sides ) all - -

complete at all floor levels. Nos. 296 250 74,000.00 250.00 74000.00 - 250.0 74,000

B Providing & Fixing Aluminium Butt Hinges 100mm X 75mm X 3mm in door including - -

necessary screws etc.all complete at all floor levels. Nos. 888 100 88,800.00 100.00 88800.00 - 100.0 88,800

C Providing & Fixing Rubber Door Buffer necessary screws etc.all complete at all floor - -

levels. Nos. 296 75 22,200.00 75.00 22200.00 - 75.0 22,200

- -

1.06 Providing & fixing MS safety lock in machine room trap door including necessary screws - -

etc.all complete at all floor levels.. Nos. 9 600 5,400.00 600.00 5400.00 - 600.0 5,400

- -

2.00 Providing, fabricating and fixing / erection M.S. structural work (like drain frame angle, - -

drain cover grating) fabricated from standard sections e.g. M.S.Angles, Plates , Rolled - -

Sections such as Channels, Flats, Joists etc. including cutting to size, drilling, welding , - -

providing and applying a coat of red oxide primer only and two or more coat of Synthetic - -

enamel paint to the satisfaction of Engineer-in-charge, chipping of RCC & cost of nuts & - -

bolts but including the cost of providing & fixing dash fastener if required, complete as - -

directed. Kg 70.05 - -

- -

FIRE DOORS - -

1 Supply and Fixing of CBRI Tested and approved 2 hour fire rated Single rebated 115mm - - X 65mm thick Steel Frame made by 1.5mm thick Galvanized Steel Sheet(Zinc coating not - - less than 120 gm/sqm) duly filled with vermuculite based concrete mix, all complete. The - - frame will be fitted with intumuscent fire seal strip alround, frame will be fixed with dash - - fastener of approved size and make, including painting with epoxy powder coated of - - approved shade all complete to the satisfaction of Engineer-in-Charge at at all floor - - levels. - -

a) Staircase and Lift Lobby Single Leaf - 1.10 x 2.10 meter (Typical Floor) Nos. 420 4,246.04 1,783,336.80 4246.00 1783320.00 - 4246.0 1,783,320

b) Electrical Room Shaft Single Leaf - 1.0 x 2.10 meter (Typical Floor) Nos. 215 4,175.36 897,702.40 4175.00 897625.00 - 4175.0 897,625

c) Staircase and Lift Lobby Single Leaf - 1.10 x 2.10 meter (Basement Floor) Nos. 36 4,455.16 160,385.76 4455.00 160380.00 - 4455.0 160,380

d) Electrical Room Shaft Single Leaf - 1.25 x 2.10 meter (Basement Floor) Nos. 30 4,455.16 133,654.80 4455.00 133650.00 - 4455.0 133,650

- -

2 Supply and Fixing of CBRI Tested and approved 2 hour fire rated Steel shutter made of - -

1.0mm thick Galvanized Steel Sheet Fully flushed double skin door have interlock seam - -

arrangement at stile edges having 44mm (+ - 1mm) thickness with infill material having - -

fire rated heat-insulating material suitable for stability and integrity up to 2 hours fire - -

rating. Rates are including the provision for fixing necessary hardwares as required. - -

Shutters are suitably cleaned and epoxy Powder coated of approved colour all complete - -

to the satisfaction of Engineer-in-Charge at all floor levels. - -

a) Staircase and Lift Lobby Single Leaf - 1.10 x 2.10 meter (Typical Floor) Nos. 402 11,157.62 4,485,363.24 11200.00 4502400.00 - 11200.0 4,502,400

b) Electrical Room Shaft Single Leaf - 1.0 x 2.10 meter (Typical Floor) Nos. 205 10,017.62 2,053,612.10 10020.00 2054100.00 - 10020.0 2,054,100

c) Staircase and Lift Lobby Single Leaf - 1.10 x 2.10 meter (Basement Floor) Nos. 36 11,157.62 401,674.32 11200.00 403200.00 - 11200.0 403,200

d) Electrical Room Shaft Single Leaf - 1.25 x 2.10 meter (Basement Floor) Nos. 30 12,811.76 384,352.80 12820.00 384600.00 - 12820.0 384,600

- -

3 Supply and Fixing of CBRI Tested and approved 2 hour Fire Rated Wooden Shutters - -

shall be constructed out of sandwitched Non combustible boards. Shutters are fully - -

flush double skinned having 60mm (+ - 2mm) thickness and are fully finished with 15mm - -

hardwood edge band on all four edges.Shutters have 12mm x 3mm shielded intumescent - -

strip on the three edges along with reinforcements to receive iron mongery. Rates are - -

including for making provision for fixing of hardwares as required. Shutters for fire doors - -

shall be both Side finished condition all complete to the satisfaction of - -

Engineer-in-Charge at all floor levels. - -

a) Staircase and Lift Lobby Single Leaf - 1.10 x 2.10 meter (Ground Floor) Nos. 18 16,902.96 304,253.28 16905.00 304290.00 - 16905.0 304,290

b) Electrical Shaft Single Leaf - 1.0 x 2.10 meter (Ground Floor) Nos. 10 16,528.64 165,286.40 16530.00 165300.00 - 16530.0 165,300

- -

4 SUPPLY OF HARDWARES FOR FIRE DOORS - -

Supplying and fixing the following 2 hour fire rated hardware with necessary screws - -

etc. of rating compatible with the fire rate doors as per SAMPLE APPROVED (DORSET) - -

- -

4.1 Staircase Doors - -

a) Providing and fixing imported Panic bar/Latch- 378 E Briton with a single body, Trim - -

Latch & Lock on the back side of the Panic Latch of reputed brand and manufacture to - -

be approved by the Engineer-in-Charge,all complete at all floor levels. Nos. 456 5040 2,298,240.00 5040.00 2298240.00 - 5040.0 2,298,240

of 71


Finishes 1.34


DC RATE

TENDER

DC AMOUNT

PSE

RATE

PSE

AMOUNTPlant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges

DOOR / WINDOWS


- -

b) Providing and fixing Door closer in fire door as approved by the Architect or as shown - -

in the drawing including necessary screws etc. complete at all floor levels. Nos. 456 1700 775,200.00 1700.00 775200.00 - 1700.0 775,200

- -

c) Providing and fixing 2 Hr fire rated 6 mm thick clear Glass vision panel in doors complete - -

as per drgs.( approximate size 150mm x 750 mm ) reputed brand and manufacture to - -

be approved by the Engineer-in-Charge,all complete at all floor levels. Nos. 456 2000 912,000.00 2000.00 912000.00 - 2000.0 912,000

- -

d) Providing & Fixing S.S.Heavy Duty Ball Bearing butt Hinges 125mm X 75mm X 3mm - -

in staircase door including necessary screws etc. all complete at all floor levels. As per - -

the manufacturer recommendation. Nos. 1824 100 182,400.00 200.00 364800.00 - 200.0 364,800

- -

e) Providing & Fixing Door Guard in door including necessary screws etc. all - -

complete at all floors. Nos. 456 100 45,600.00 100.00 45600.00 - 100.0 45,600

- -

4.2 Electrical Room Doors - -

a) Providing & Fixing of AllenKey lock with a pair of handles of approved makes in Fire - -

door including necessary screws etc. all complete at all floor levels. As per including - -

necessary screws etc. complete at all floor levels. As per the manufacturer - -

recommendation. Nos. 245 250 61,250.00 250.00 61250.00 - 250.0 61,250

- -

b) Providing & Fixing S.S.Heavy Duty Ball Bearing butt Hinges 125mm X 75mm X 3mm - -

in staircase door including necessary screws etc. all complete at all floor levels. As per - -

the manufacturer recommendation. Nos. 980 200 196,000.00 200.00 196000.00 - 200.0 196,000

- -

c) Providing & Fixing Door Guard in door including necessary screws etc. all - -

complete at all floors. Nos. 456 150 68,400.00 150.00 68400.00 - 150.0 68,400

TOTAL 77,702,007 78,814,503 43,075,627 - 35,738,876 - - - - -

of 71


Finishes 1.34


DC RATE

TENDER


PSE

RATEPSE AMOUNT

1.00 Providing and fixing suspended false ceiling 12.5 mm tapered edge Gypboard with

G.I. perimeter channels 0.55 mm thick having one flange of 20 mm and other

flange of 30 mm and a web of 27 mm alongwith perimeter of ceiling . G.I.

intermediate channels of size 45 mm , 0.9 mm thick with two flanges of 15 mm each

from the soffit at 1220 mm centers with ceiling angle of width 25 mm x 10 mm x

0.55 mm thick fixed to soffit with G. I. cleat and expansion fasteners . Ceiling

section of 0.55 mm thickness having knurled web of 51.5 mm and two flanges of 26

mm each with lips of 0.5 mm using standard connecting clips at 450 mm C/C , and all

hardware as specified by the manufacturer i.e. INDIA GYPSUM including filling and

finishing the tapered and square edges of the boards with jointing compound , paper

tapes and two coats of primer suitable for Gypboard . Item will be executed as per

the pattern shown in the drawing.Necessary provisions shall be made for cutouts for

air conditioners supply, return air grill, slits, light fittings, smoke detector and music

speaker etc. Actual surface area (horizental/vertical) will be measured for the

payment.Nothing extra will be payable for cove, patta and any other architectural

feature. For Entrance Hall & Lift Lobby False ceiling and Boxing of Bedrooms. Sqm 21465 1100 23611555.00 1474.00 31639483.70 1100.00 23,611,555.00 - 1100.0 23,611,555

2.00 Providing and fixing tiled False Ceiling of 12.5 mm calcium Silicate of size 600x600

mm in toilets & kitchens, in true horizontal level suspended on inter locking metal grid

of hot dipped galvanised steel sections ( galvanized @ 170 gsm/sqm.) consisting of

main “T” runner with suitably spaced joints to get required length and of size

24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200mm center to

center and cross “T” of size 24x25mm made of 0.30mm thick (minimum) sheet,

1200mm long spaced between main “T” at 600mm center to center to form a grid of

1200x600 mm and secondary cross “T” of length 600mm and size 24x25mm made of

0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel

to form grids of 600x600mm and wall angle of size 21x21x0.30 mm and laying false

ceiling tiles of approved texture in the grid including, wherever, required,

cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke

detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats

fixed to ceiling with 6 mm dia and 50mm long dash fasteners, 4mm GI adjustable rods

with galvanised level clips spaced at 1200mm center to center along main T, bottom

exposed width of 24mm of all T-sections shall be pre-painted with polyester paint, all

complete at all heights as per specifications drawings and as directed by

Engineer-in-Charge. Sqm 8858 1000 8857500.00 1340.00 11869050.00 1000.00 8,857,500.00 - 1000.0 8,857,500

3.00 Providing & Applying 6 mm thick average POP (super fine quality) punning on walls,

making in proper line and levels for smooth finish in Entrance Hall & Lift Lobby

complete to the entire satisfaction of the engineer in charge. Sqm 9882 130 1284602.80 174.00 1719391.44 130.00 1,284,602.80 - 130.0 1,284,603

4.00 Providing & applying two or more coats of Velvet touch paint, ICI make on POP

surfaces of walls in entrance hall & lift lobbies of approved shade to give an even

shade including one coat of primer, surface cleaning / preparation, as per instructions

of the engineer / recommendation by manufacturer including erection and dismantaling

of scaffolding, working platform etc. Nothing extra shall br payable for repairing &

touch-ups till handing over. Sqm 745 150 111817.50 201.00 149835.45 150.00 111,817.50 - 150.0 111,818

5.00 Providing, making & fixing wooden panelling with 19mm commercial board base with

3mm thick Veneer finished as per the drawing / approved sample including the cost of

mouldings, framing & beading and polishing the same with melamine finish complete in

all respect to the satisfaction of Engineer in charge. The area in plan shall be

measured for the payment. (Typical Lift Lobby ceiling of Tower A & B only)at all

floor levels. Sqm 1653 3175.00 5247925.75 4255.00 7033046.95 3175.00 5,247,925.75 - 3175.0 5,247,926

6.00 Providing & fixing 3mm Veneer on apartment Entrance flush door shutter, S.room

shutter and shaft door in Main lift lobby on both faces as per sample approved. The

work shall include removing the door, fixing veneer, fixing margin, melamine polish on

the door, reallignment of doors and refixing on frames. Each faces area shall be

measured separetly. Sqm 4092 2000 8184840.00 2681.00 10971778.02 2000.00 8,184,840.00 - 2000.0 8,184,840

7.00 Providing and Fixing 6mm thk. Bevelled edge Float glass mirrors of ATUL, ASAHI

in toilets with backing of 300 micron HDPE film as vapour barrier and 12mm thk

marine plywood. Fixed with 4 screws and wooden pegs all complete, at all floor levels

complete to the satisfaction of Engineeer in charge. Sqm 2334 3500 8168650.00 4691.00 10948324.90 3500.00 8,168,650.00 - 3500.0 8,168,650

TOTAL 55,466,891 74,330,910 55,466,891 - - 55,466,891 - - - - -


INTERIOR WORKS

Steel Shuttering Testing ChargesMaterial Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering

of 71

DLF Group Housing Project - DLF Primus Sector 82 A

CONCRETE ANALYSIS

PCC RCC

Total Concrete 74806 Cum 5745 69061

Total Duration 36 Months Start End

Time Period for concrete 25 Months Jan-13 Jan-15

Av. Concrete per day 98 Cum

Peak concrete per day (1.5xAv.) 148 Cum

A) Machinery Cost

as per PNM Sheet

B) Operational Cost

as per PNM Sheet

C) Installation Cost

1 Concrete Batching Plant 1 Nos 750,000 750,000

2 Tower Crane 6 Nos 325,000 1,950,000

Total Cost 2,700,000

Cost per cum 36

Concrete Analysis 320.00 170.00 200.00 250.00 300.00 360.00 360.00 408.00 460.00 490.00

Mix 1:2:4 1:4:8 M7.5 M20 M25 M30 M35 M40 M45 M50

Cement in Bags 6.40 3.40 4.00 5.00 6.00 7.20 7.20 8.16 9.20 9.80

Cement per Bag @ Rs. 250.00 1,600 850 1,000 1,250 1,500 1,800 1,800 2,040 2,300 2,450

S. aggr. Qty in cum /cum of concrete 0.90 0.90 0.81 0.74 0.75 0.75 0.73 0.71 0.71 0.71

S. aggr. per cum 1,250.96 1,126 1,126 1,011 923 934 934 916 893 888 888

C.Sand Qty in cum /cum of concrete 0.55 0.55 0.53 0.57 0.51 0.51 0.48 0.46 0.46 0.46

C.Sand per cum 1,324.55 729 729 696 749 669 669 630 614 614 614

Fly Ash 80.00 70.00 80.00 80.00 80.00 82.00

Fly Ash per cum 1.00 0 0 80 70 80 80 80 82 0 0

Plasticiser 40.00 115.20 61.20 100.80 179.20 197.60 228.80 228.80 254.80 239.20 254.80

Wastage (Agg + Sand) 3.0% 55.65 55.65 51.21 50.16 48.09 48.09 46.38 45.21 45.06 45.06

Wastage (Cement) 2.0% 32.00 17.00 20.00 25.00 30.00 36.00 36.00 40.80 46.00 49.00

Total Material 3,658 2,839 2,959 3,246 3,459 3,796 3,737 3,970 4,132 4,301

PMV - Depr 399.46 399.46 399.46 399.46 399.46 399.46 399.46 399.46 399.46 399.46 399.46

Operational 122.70 122.70 122.70 122.70 122.70 122.70 122.70 122.70 122.70 122.70 122.70

Scaffolding 35.00 35.00 35.00 35.00 35.00 35.00 35.00 35.00 35.00 35.00 35.00

Fuel 322.69 322.69 322.69 322.69 322.69 322.69 322.69 322.69 322.69 322.69 322.69

Labour 281.84 281.84 281.84 281.84 281.84 281.84 281.84 281.84 281.84 281.84 281.84

Installation cost 36.09 36.09 36.09 36.09 36.09 36.09 36.09 36.09 36.09 36.09 36.09

Lab testing 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

Total PMV & Labour 1,207.78 1,207.78 1,207.78 1,207.78 1,207.78 1,207.78 1,207.78 1,207.78 1,207.78 1,207.78 1,207.78

Total Cost With Labour 4,866 4,047 4,167 4,454 4,666 5,004 4,945 5,178 5,340 5,509

1:2:4 1:4:8 M7.5 M20 M25 M30 M35 M40 M45 M50

S.No Description Unit Qty Rate

7.00 BRICKWORK

Providing and Laying Half brick masonry with 1st class bricks

in superstructure above plinth level at all floor levels in

cement mortar 1:4 (1 cement : 4 coarse sand) with 6 mm dia.

ms bars - 2 no. at every third course embedded in cement

mortar laid in proper line & plumb including hacking of RCC at

junctions, raking of joints, curing and all leads & lifts

complete to the satisfaction of the Engineer. (MS Bars to be

free issued by the Owner)

Bricks Nos 57.50 3.70 213.00

Cement Bag 0.21 250.00 53.00

Coarse Sand Cum 0.04 1324.55 46.00

Wastage on cement and sand % 0.10 99.00 10.00

Labour for Shifting Nos 0.06 240.00 14.00

Average Labour for laying i/c lifting Sqm 1.00

Hoist / Scaffolding Cum 1.00 73.71

Cost per Sqm 409.71

Considering 04m x 3.65m area Sqm 14.60

2 No. of layers of hoop iron at every 3rd course Nos 13.00

Total length of bars placed Rm 104.00

Cost of 6 mm dia MS bars Kg 40.56 50.00 2028.00

Cost of Concrete Cum 0.48

Cost of Formwork Sqm

Extra Labour Sqm 14.60

Cost for 13.25 sqm Sqm 14.60 2028.00

Cost per Sqm Sqm 138.90

Total cost per Sqm without labour 548.61

8.00

Providing and Laying Brickwork with 1st class bricks in

foundation & in superstructure above plinth level, at all floor

levels in Cement mortar 1:6 (1 cement : 6 coarse sand) for

walls as well as square and rectangular pillars laid in proper

line & plumb including hacking of RCC at junctions, raking of

joints, curing and all leads & lifts complete to the satisfaction

of the Engineer. The rate is inclusive of providing arched /

curved openings at all levels as per design/ drawings.

Bricks Nos 486.00 3.70 1798

Cement Bag 1.25 250.00 313

Coarse Sand Cum 0.27 1324.55 358

Wastage on cement and sand % 5.00% 671.00 34

Wastage on Bricks ` 4.00% 1798.00 72

Shifting of Material Cum 0.50 240.00 120

Scaffolding Cum 1.00 20.00 20

Hoist Cum 1.00 641

Total cost per Cum without Labour 3356

9.00Item Same as S.No. 7 above but 75mm thick Brickwork I-

Class In CM 1:4 (1-cement :4-coarse sand)

Bricks Nos 37.50 3.70 139.00

Cement Bag 0.21 250.00 53.00

Coarse Sand Cum 0.03 1324.55 41.00

Wastage on cement and sand % 0.10 94.00 9.00

Average Labour for laying i/c lifting Sqm 1.00

Hoist / Scaffolding Cum 1.00

Cost per Sqm 242.00

Considering 04m x 3.65m area Sqm 14.60

2 No. of layers of hoop iron at every 3rd course Nos 13.00

Total length of bars placed Rm 104.00

Cost of 6 mm dia MS bars Kg 22.88 50.00 1144.00

Cost of Concrete Cum 0.48

Cost of Formwork Sqm

Extra Labour Sqm 14.60

Cost for 13.25 sqm Sqm 14.60 1144.00

Cost per Sqm Sqm 78.36

Total cost per Sqm without labour 320.36

10.00 MISC. (STRUCTURE)

Providing, fabricating and fixing / erection M.S. structural

work (like drain cover, sleeves, toilet / kitchen counter

support angle, fresh air duct grill DG exhaust grill) fabricated

from standard sections e.g. M.S. Angles, Plates ,Rolled

Sections such as Channels, Flats, Joists etc. including cutting

to size, drilling, welding , providing and applying a coat of red

oxide primer, chipping of RCC& cost of nuts & bolts but

excluding the cost of providing &fixing dash fastener,

complete as directed.

Cost Per MT

Cost of Structural Steel MT 1.00

Transport/Shifting MT 1.00 200.00 200.00

Shop Drawing MT 1.00 300.00 300.00

Nuts & Bolts Kg. 2.5 150.00 375.00

Material Wastage % 2.0%

Material Cost 875.00

Tools & Plants % 2.0% 875.00 q

Lab testing MT 1 200.00 200.00

Sand Blasting MT 1

Fabrication & Erection MT 1 18000.00 18000.00

Power MT 1 1500.00 1500.00

Primer - Material Lit 5.71 105.00 600.00

Primer - Labour MT 1 1000.00 1000.00

Paint - Material Lit 12.00

Paint - Labour MT 1

Direct Cost MT 1 22175.00

Cost in Kgs 22.18

TILING / MARBLE CHIPS FLOORING

1.00

Providing & Laying of Antiskid Vitrified tiles of specified size &

colour on floors inclusive of cleaning of surface, curing of

surface , wetting of tiles, cutting of edges (with high quality

diamond edge cutting blades of approved make) wherever

required (i/c holes/ cutout for drains), fixing true to proper

line , levels and slope as per approved design on floors in 1: 3

cement sand mortar . The joints to be cleaned, filled and

flushed with white cement using pigment as required as per

instructions and to the complete satisfaction of the Engineer.

1.01 300 X 300 Anti-skid Vitrified tiles, 8mm thick- All Balconies Sqm 14,115

Cost of Tile Sqm 1.00 699.66 700.00

Wastage % 0.10 700.00 70.00

Cement Bag 0.32 250.00 80.00

Coarse Sand Cum 0.05 1324.55 61.00

Wastage of Cement & Sand % 0.10 141.00 14.00

Labour for fixing Sqm 1.00 341.62 342.00

White Cement Kg 1.20 17.00 20.00

Pigment Sqm 1.00 15.00 15.00

Hoist/ scaffolding Sqm 1.00

Total cost per sqm 1302.00

1.02 600X 600 Anti-skid Vitrified tiles, 8mm thick- Kitchen & Toilet Sqm 8650

Cost of Tile Sqm 1.00 699.66 700.00

Wastage % 0.10 700.00 70.00

Cement Bag 0.30 250.00 75.00


Tata Hs Balance Analysis 37/71

Coarse Sand Cum 0.04 1324.55 57.00

Wastage of Cement & Sand % 0.10 132.00 13.00


White Cement Kg 1.20 17.00 20.00

Pigment Sqm 1.00 15.00 15.00



1.02 Item same as above 1.01 but 75mm high skirting - Kitchen

Cost of Tile Sqm 1.00 1292.00 1292.00

Cost of cutting Rmt 10.00 15.00 150.00

Cost of chamfering Rmt 10.00


Total cost per Rmt 144.20

1.03 300x900 Anti-skid Vitrified tiles, 8mm thick- M. Toilet Sqm 2882

Cost of Tile @ Rs 65 per Sft Sqm 1.00 699.66 700.00

Wastage % 0.10 700.00 70.00

Cement Bag 0.30 250.00 75.00

Coarse Sand Cum 0.04 1324.55 57.00

Wastage for Cement & Sand % 0.10 132.00 13.00


White cement Kg 1.70

Epoxy Grout Mtr 4.44 5.50 24.00

Pigment Sqm 1.00 15.00 15.00



2.01

Providing & Laying of Porcelin / Ceramic tiles of specified size

& colour on floors inclusive of cleaning of surface, curing of

surface , wetting of tiles, cutting of edges (with high quality

diamond edge cutting blades of approved make) wherever

required (i/c holes/ cutout for drains), fixing true to proper

line , levels and slope as per approved design on floors in 1: 4

cement sand mortar . The joints to be cleaned, filled and

flushed with white cement using pigment as required as per

instructions and to the complete satisfaction of the Engineer.

Cost of Tile Rs 45/Sqft Sqm 1.00 591.80 592

Wastage % 10.00 592.00 59

Cement Bag 0.30 250.00 75

Coarse Sand Cum 0.04 1324.55 57Wastage for Cement & Sand % 0.10 132.00 13

Labour for fixing Sqm 1.00 341.62 342

Grey Cement Slurry Kg 3.30 20.00 66

White Cement Kg 1.20

Pigment Sqm 1.00 15.00 15

Hoist/ Scaffolding Sqm 1.00

Total cost per sqm 1219

4.00

Providing & Fixing of Porcelin / Ceramic tiles of specified size

& colour on walls/dado inclusive of cleaning of surface,

curing of surface, wetting of tiles, cutting of edges (with high

quality diamond edge cutting blades of approved make)

wherever required, (i/c holes/ cutout for electrical boxes &

sanitary fixtures), fixing in proper line, true to levels and

plumb as per approved design on walls in 1: 3 cement sand

mortar . The joints to be cleaned filled and flushed with white

cement using pigment as required as per instructions and to

the complete satisfaction of the Engineer.

4.01Ceramic Wall Tiles of 300x600 size, 6mm thick - Kitchen &

Toilet

Cost of Tile Sqm 1.00 591.80 592

Wastage % 10.00 592.00 59

Cement Bag 0.30 250.00 75








4.02 Porcelein Wall Tiles of 300x900 size, 6mm thick - M.Toilet


Wastage % 10.00 968.00 97

Cement Bag 0.30 250.00 75








4.03

Providing & Fixing of Porcelin / Ceramic tiles of specified size

& colour on walls/dado inclusive of cleaning of surface,

curing of surface, wetting of tiles, cutting of edges (with high

quality diamond edge cutting blades of approved make)

wherever required, (i/c holes/ cutout for electrical boxes &

sanitary fixtures), fixing in proper line, true to levels and

plumb as per approved design on walls in 1: 3 cement sand

mortar . The joints to be cleaned filled and flushed with white

cement using pigment as required as per instructions and to

the complete satisfaction of the Engineer.

4.03 Ceramic Wall Tiles of 300x300 size, 6mm thick - S.Toilet


Wastage % 10.00 592.00 59

Cement Bag 0.30 250.00 75






Hoist/ Scaffolding Sqm 1.00 5.00


5.00

Providing and laying 50 mm average thick Crazy Omani

marble flooring in Balcony ,rubbed and polished to

granolithic finish including applying wax, under layer average

30mm thick cement motar 1: 4 ( 1 cement :4 coarse sand) and

top layer with Omani marble Crazy (pieces of Omani Marble

are cut on all sides with grinder and arranged in a manner to

have consistent gap between the marble pieces)and marble

chips of O size from Nathdwaralaid incement marble powder

mix 3:1(3 Whitecement : 1 marble powder )

byweightinproportion of 4: 7 ( 4 White cementmarble powder

mix : 7 marble chips )byvolume including cement slurry

etc.complete as directed. (At all floor levels).Granite

Polishing (if specifically required ) shall be paid extra.

Sqm 13797

Cost of Omani Marble from wastage Sqm 1.00 300 300

Wastage % 20% 300 60

Cement Bag 0.41 -

Coarse Sand Cum 0.06 -

Marble Powder Mix Kg 1.00

White cement Kg 1.50 -

Mable Chips Kg 1.00

Rubbing Sqm 1.00 140 140

Pigment Sqm 1.00 10 10


Average Labour for laying Sqm 1.00 626 626

Hoist/ Scaffolding Sqm 1.00 15 15

Total cost per Sqm 1151

6.00

Providing and Fixing Chicken Wire Mesh (150mm wide) at

the junction of RCC & Masonry or as specified, including fixing

with GI nails all complete. (At all floor levels)

RM 133218.90

Chicken Mesh Sqm 0.15 80 12.00

Wastage % 5% 12 0.6Labour Mtr 1.00 3 3.00 Hoist/ scaffolding Mtr 1.00 - Total cost per Sqm 16

6.00

Providing and laying 50 mm average thick marble chips

flooring in Service area at stilt & other places rubbed and

polished to granolithic finish including applying wax, under

layer 38mm thick cement concrete 1: 2: 4 ( 1 cement : 2

coarse sand : 4 graded stone aggregate 12.5 mm nominal

size) and top layer 12 mm thick with white marble chips of 2B

size from Nathdwara laid in cement marble powder mix 3:1

(3 Grey cement : 1 marble powder ) by weight in proportion of

4: 7 ( 4 Grey cement marble powder mix : 7 marble chips ) by

volume including cement slurry etc.complete as directed. (At

all floor levels). Granite Polishing (if specifically required)

shall be paid extra.

Sqm 1276

6.01

Item same as above but GreyTerrazo Tile of size (250mm X

250mm ) with Grey Cement and White Marble chips.(

MODERN MAKE ) in Servant Room.Cost of Grey Terrazo Tile 250x250 @ Rs 30 / Sqft Sqm 1.00 -

Wastage % 20% -

Concrete 1:2:4 Cum 0.64 4,720 3021

Extra cement for neat finish Bag 0.60 -

Granolithic Finish Sqm 1.00

Cement marble Powder Kg 1.00


White Mable Chips Kg 1.00






7.00

Providing & Fixing GreyTerrazo Tile Skirting ( 75mm wide )

with Grey Cement and White Marble chips.( MODERN MAKE )

in Servant Room, rubbed and polishing to granolithic finish

including applying wax polish complete as directed ( at all

floor )

Rmt 1403

Cost of Tile Sqm 1.00 3,656 3656

Cost of cutting Rmt 10.00 25 250

Cost of chamfering Rmt 10.00 80 800


Total cost per Rmt 471

8.00

Providing & fixing Electro - Hydraulically produced and

processed under automation of specified shade and brand

Terrazo tiles in white cement top wearing layer with 6mm

down white marble chips as per approved sample, in cement

mortar 1:4 including wax polish at all leads and lifts etc.

complete

Sqm 1950.00

Cost of Terrazo Tiles as mentioned Sqm 1.00 -

Wastage % 10% -

Cement Bag 0.49 -


Granolithic Finish Sqm 1.00

Cement marble Powder Kg 1.00


White Mable Chips Kg 1.00






8.01

Item same as 8.00 but for terrazo tile of size 275mm x

250mm x 20mm with 3 nos. grooves of specified size in

staircase treads including wax polish all complete.Cost of Terrazo Flooring Sqm 1.00 497 497Groove Cutting Rmt 1.00 25 25Wax Polish Sqm 1.00 75 75Total cost per sqm 597

8.02

Item same as 8.00 but for terrazo tile of size 200mm x

200mm x 20mm with 3 nos. grooves of specified size ( if

required ) in staircase landings and service lift lobbies

including wax polish all complete.Cost of Terrazo Flooring Sqm 1.00 497 497Groove Cutting Rmt 1.00 25 25Wax Polish Sqm 1.00 75 75Total cost per sqm 597

8.03

Item same as 8.00 but for terrazo tile skirting 75mm high of

specified size ( if required ) in staircase landings, steps and

service lift lobbies including wax polish all complete.

Cost of Tile Sqm 1.00 497 497Cost of cutting Rmt 10.00 25 250Cost of chamfering Rmt 10.00 80 800



PLASTERING

1.00

Providing and applying 10mm thick cement plaster to ceiling

in cement mortar 1:4 (1cement : 1.33 coarse sand: 2.67 fine

sand) finished smooth in line & level including hacking of RCC

surfaces, making groove at the junction of ceiling & wall and

curing, all lead and lifts including scaffolding all complete to

the satisfaction of the Engineer.(At all floor levels)

Sqm 66015.42

Cement Bag 0.08 250 20Coarse Sand Cum 0.0043 1,325 6Fine Sand Cum 0.0043 846 4Wastage % 20% 30 6Chicken wire mesh sqm 1.00 5 5Average Labour for laying Sqm 1.00 135 135Scaffolding Material Sqm 1.00 10 10Hoist/ scaffolding Sqm 1.00 10 10Total cost per Sqm excluding Labour 196

2.00

Providing and applying 12/15mm thick cement plaster on

wall/ columns in cement mortar 1:6 (1cement : 2 coarse sand

: 4 fine sand) finished smooth in line & level including hacking

of RCC surfaces and curing, all lead and lifts including

scaffolding all complete to the satisfaction of the Engineer.(At

all floor levels)

SQM 253505.69

Cement Bag 0.11 250 28Coarse sand Cum 0.01 1,325 10Fine sand Cum 0.02 846 13Wastage % 20% 51 10Chicken wire mesh sqm 1.00 5 5Labour Sqm 1.00 135 135Scaffolding Material Sqm 1.00 10 10Hoist/ scaffolding Sqm 1.00 10 10Total cost per Sqm 221

12.00 Applying neat cement finish in EWS Toilets sqm 679

Cement Bag 0.15 250 29

Coarse sand Cum 0.02 1,325 28

Wastage % 20.00 57 11

W/P Co Kg 0.15 50 8

Chicken wire mesh sqm 1.00 10 10


Hoist/ scaffolding Sqm 1.00 10 10

Total cost per Sqm excluding Labour 96

Average Labour Cum 1.00 137 137

Total cost per Cum 233

KOTA STONE FLOORING

STAIRCASES Providing & laying 25 mm average thick Kota stone on treads of

steps & landings in staircase, laid on 20 mm thick cement mortar

1:4 (1 cement 4 coarse sand) and jointed with grey cement slurry

mixed with pigment to match the shade of the flooring, including

rubbing and Polishing complete as per the satisfaction to engineer in

charge.

At all floor levels including all lead and lifts.Single piece in treads of stairscase Sqm 1,965

Cost of Stone Sqm 1.00 431 431

Wastage % 20.00 431 86


Coarse Sand Cum 0.04 1,325 52

Wastage of Cement & sand % 0.10 119 12

Rubbing & Polishing Sqm 1.00 140 140

Nosing Mtr 2.35 49 116

Labour for Groove Cutting Mtr 10.00 39 394

Grey Cement Slurry Kg 3.00 5 15


Hoist/ Scaffolding Sqm 1.00 -

Total cost per Sqm excluding Labour 1,327

Average Labour for laying i/c lifting for Tower -B Cum 1.00 384 369

Total cost per Cum 1,696

11.00 Wastage % 20% 1,696 339Labour Mtr 1.00 10 10Hoist/ scaffolding Mtr 1.00 10 10Total cost per Sqm 2055Total cost per Sqm (Skirting) 121

2,176

Providing & laying 20 mm average thick Kota stone in skirting laid

on 12 mm thick cement mortar 1:3 (1 cement 3 coarse sand) and

jointed with grey cement slurry mixed with pigment to match the

shade of the stone, including rubbing and Polishing complete in all

respect as per the satisfaction of Engineer in charge. At all floor

levels including all lead and lifts. 100 mm high skirting in steps profile of staircase Rmt 6,502

Total cost per Sqm for Tower 1,696 394

CEMENT CONCRETE FLOORING/ SKIRTING

Providing and laying of 40 mm thick Cement concrete

flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone

aggregate of 12.5 mm nominal size ) finished with a floating

coat of neat cement, below kitchen counter & other locations

as directed. (At all floor levels)

Sqm 28830.39

3.00 Concrete of 1:2:4 Cum 0.04 4,866 195Extra cement Bag 0.08 250 21Extra labour Sqm 1.00 90 90Total cost per Cum 306


flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone

aggregate of 12.5 mm nominal size ). The surface will be

finished with a nylon brush and the flooring shall be laid in

required slope. (At all floor levels) (In Basement and Stilt

floor)

Sqm 38287.69

Concrete of 1:2:4 SQM 0.08 4,866 365Extra cement Bag 0.08 250 21Extra labour Sqm 1.00 90 90

4.00 Total cost per Cum 476

Providing and laying IPS Flooring of 40mm thickness in M/c

Room and Terrace Corridor , Electrical shaft, FHC shaft & Shop

etc., all complete wherever specified. (At all floor levels)

Sqm 6111.30

Considering 10 Sqm area

Cement concrete 1:2:4 Cum 0.40 4,866 1946Extra cement for neat finish Bag 0.60 250 150

Extra for PVC strip Mtr 16.67 10 167Extra for levelling and finishing Sqm 10.00 90 900Total cost for 10 sqm 3163

4.01 Total cost per sqm 316

Providing and laying IPS skirting 12/15mm thick ( 75 mm

high ) & finished with neat cement complete as directed in

M/C room & Bed rooms.(At all floor levels)

Sqm 1323.47


Cement concrete 1:2:4 Cum 0.15 4,866 730Extra cement for neat finish Bag 0.60 250 150Extra for PVC strip Mtr 1.67 10 17Extra for levelling and finishing Sqm 10.00 100 1000Total cost for 10 sqm 1897Total cost per sqm 190

1.00

1.01

Providing and laying IPS Flooring of 20mm avg. thickness on

service slab including making a gentle slope away from the

wall towards the free end of slab. (At all floor levels)

SQM 2970.00


Cement concrete 1:2:4 Cum 0.20 4,866 973Extra cement for neat finish Bag 0.60 250 150Extra for PVC strip Mtr 16.67 10 167Extra for levelling and finishing Sqm 10.00 90 900Total cost for 10 sqm 2190Total cost per sqm 219

APARTMENTS flooring, skirting

Providing, cutting , Laying , fixing and polishing stone of

18+/-2 mm thickness or other on 1: 4 cement sand base

mortar laid to the required slope & in required pattern.The

stone shall be taken to match the grains of stone work . For

purpose of matching the grains , the stone slabs shall be

selected judiciously having uniform pattern of veins / streaks

The area to be laid shall be reproduced on the ground and

the stone slabs laid in position and arranged in the manner to

give the desired matching of grains . Any adjustment needed

for achieving the best results shall be then carried out by

replacing or interchanging the particular slabs . pattern &

Strips less than 150 mm width shall be extra.

Providing, cutting & fixing Imported / Omani marble flooring

(avg rate 230/- per sqft) in Living / Dining, measured from

plaster to plaster, at all floor levels at all leads.

Sqm 20466.97

Cost of Omani Marble 230 / Sqft Sqm 1.00 2,476 2476

Wastage % 20% 2,476 495

Cement Bag 0.41 250 101


Marble Powder Mix Kg 1.00 -

White cement Kg 2.40 17 41

POP protection Sqm 1.00 50 50



Average Labour for laying Sqm 1.00 726

726



Extra over item no. 1.01 for mirror polishing with synthetic

carborandum stones Sqm 24848.26

Mirror Polishing Sqm 1.00 125.00 125

125


Providing, cutting , Laying , fixing upto 100 mm high skirting

with cement mortar marble/granite of specified thickness or

other thickness as specified at all levels as per approved

design / pattern as detailed in the drawing / instructions of

the Engineer . The stone shall be fixed in position without

the use of chips or under pinning of any sort . (At all floor

levels) Polishing to be paid extra.

Rmt 548.93

Imported / Omani Beige Marble (avg rate 230/- per sqft)

skirting 100 mm high

Cost of Marble Flooring Sqm 1.00 4,131 4131





Typical Lift Lobby

Providing, cutting , Laying , fixing and polishing stone of

18+/-2 mm ( not less then 18mm ) thickness and / or other

thickness as specified at all levels as per details in the

drawing / instructions of the Engineer on 1: 4 cement sand

base mortar laid to the required slope & in required

pattern.The stone shall be fixed with mortar in position

without the use of chips or under pinning of any sort . Care

shall be taken to match the grains of stone work . For purpose

of matching the grains, the stone slabs shall be selected

judiciously having uniform pattern of veins / streaks The area

to be laid shall be reproduced on the ground and the stone

slabs laid in position and arranged in the manner to give the

desired matching of grains . Any adjustment needed for

achieving the best results shall be then carried out by

replacing or interchanging the particular slabs . Special care

shall be taken to achieve the continuity of grains between

the two slabs , one above the other along the horizontal

joints . (Strips less than 150 mm width will only be measured

as bands/borders in RM and Strips of width 150 mm & above

shall be measured in SQM.)

Indian Marble (Avg base rate 65/- per sqft), measured from

plaster to plaster, at all floor levels at all leads.Sqm 4870.5

Cost of Stone Sqm 1.00 -

4.00 Wastage % 0.12 -

4.01 Cement Bag 0.45 -


Extra for lift for Average 31 floors Sqm 1.00 597.84 598


Silicon Based Water Repellent Coating Sqm 100


Pigment Sqm 1.00 10 105.00 Hoist/ Scaffolding Sqm 1.00 5 55.01 Total cost per sqm 723

Providing, cutting , Laying , fixing upto 75 mm high skirting

with cement mortar marble / granite of specified thickness or

other thickness as specified at all levels as per approved

design / pattern as detailed in the drawing / instructions of

the Engineer . The stone shall be fixed in position without

the use of chips or under pinning of any sort . (At all floor

levels) Polishing to be paid extra. Indian Marble Avg base rate 65/- per sqft Rmt 6876

Cost of Indian Marble as per flooring items Sqm 1.00 723 723





Supply, Cutting and Fixing of 18mm thick Polished Granite/

Marble of Approved Shade in cladding of Atrium / lift lobbies

and walkways etc over 35mm thick Cement Mortar 1:3 in

Proper line and level and as per pattern shown in drawing.

The rate includes providing white cement, pigment, POP for

fixing stone,P & F150 mm and Stainless Steel/ copper clamps

shall be paid extra)

Imported / Omani Marble (avg rate 230/- per sqft) Lift

Jambs, Sills & SoffitSqm 2661

Cost of Stone Sqm 1.00 2,476 2476

2.00 Wastage % 25% 2,476 619




Extra for SS cramps, Pins, etc Nos 4.00 75 300

Grouting Material / Araldite Sqm 1.00 25 25






Imported / Omani Beige Marble (avg rate 230/- per sqft)

skirting 100 mm highRmt 3991

Cost of Imported Marble as per flooring items Sqm 1.00 4,131 4131





STONE WORKProviding & Fixing Pre-polished Beige Granite worktop slab

over Counter with Araldite on Modular Kitchen Top board

(board is part of Modular Kitchen) excluding Cutting Holes for

Sink & Mixer.

Sqm 797

Cost for 1.5m x .6m Sqm 0.90

Cost of Stone Sqm 0.90 1,614 1453

Wastage % 10% 1,453 145

Cement Bag 0.27 250

Coarse Sand Cum 0.04 1,325

Araldite Compound Sqm 1.00 150 150



Silicon Based Water Repellent Coating Sqm 1.00

Extra for edge polishing & moulding Rm 1.50 120 180

Average Labour for laying Cum 1.00 939 939


Total cost Sqm 0.90 2892

Total cost per Sqm Sqm 1.00 3213

Providing & Fixing worktop of 19mm thick Pre-polished Omani

beige marbles over 12mm thick waterproof ply with araldite

(Toilet).

Sqm 1641.49


Cost of Omani beige marbles Sqm 0.90 2,476 2228

Wastage % 20% 2,228 446

Cement Bag 0.27 250

Coarse Sand Cum 0.04 1,325


Waterproof Ply Sqm 1.00 600 600



Silicon Based Water Repellent Coating Sqm 1.00 130 130


Average Labour for laying Cum 1.00 1,025 1025



Total cost per Sqm Sqm 1.00 5357

Providing and fixing e Omani Marble ledge area including

edge chamfering, edge polish, mirror polish & resin filling all

complete and as per instructions of project in charge.

Rmt 4455.65

Sqm 1.00

Cost of Omani beige marbles Sqm 1.00 2,476 2476

Wastage % 20% 2,476 495





Waterproof Ply Sqm 1.00 1.00 White cement Kg 2.20 17 371.01 Pigment Sqm 1.00 10 10


Extra for edge polishing & moulding Sqm 1.00 200 200

Average Labour for laying Cum 1.00 1,025 1025



Total cost per Sqm Sqm 1.00 4570Total Cost per Rmt

DOOR, WINDOW & HARDWARE

Providing & Fixing Red Mirranti or other specified & approved

Hard-Wood door frames of size 100 x 50mm in proper

alignment / vertical to the plumb including providing & fixing

6 nos. of M. S. hold fasts / Dash fasteners per frame

including cutting of Block masonry and casting of concrete

blocks of size 300*100*150mm in C.C. 1:2:4 . The item

includes mixing and placing of concrete complete as per

instructions of the Engineer . No escalation shall be payable

for Hold fasts. At all floor levels.

Item same as Sno. 1.00 above but of finished size 115mm x

65mm.RM 22436.00

Door Frame 900 x2150 mm -115x65mm 1.372 5.2

Cost of wood Mtr 5.2 285.00 1482

Add for taxes % 2 1482.00 29.64

Wastage % 2 1511.64 30.23

Hold fast i/c Dash Fastner Nos 6 70.00 420

Labour for making Nos 1 50.00 50

Labour fixing Nos 1 175.00 175

Termite proof paint i/c Wood primer Sqm 0.60 50.00 30

Synthetic Enamel Paint Sqm 1.27 70.00 89

Add for sub contractor margin % 5 2305.87 115.29

Total cost For rmtr Mtr 5.20 2,421

Total cost For rmtr Mtr 1 465.61

Cost per cum Cum 1 62,289 Cost per Rmt

Item same as Sno. 1.00 above but of finished size 150mm x

65mm.RM 4024.80


Cost of wood Mtr 5.2 285.00 1482

Add for taxes % 2 1482.00 29.64

Wastage % 2 1511.64 30.23

Hold fast i/c Dash Fastner Nos 6 70.00 420

Labour for making Nos 1 50.00 50

Labour fixing Nos 1 175.00 175

Termite proof paint i/c Wood primer Sqm 0.78 50.00 39

Synthetic Enamel Paint Sqm 1.46 70.00 102




Cost per cum Cum 1 48,210 Cost per Rmt 9,271

Supply and Fixing 35mm thick, solid core flush door shutters

(commercial ply veneer 3mm thick on both faces) of specified

size & thickness including cost of providing & fixing hard

wood lipping , excluding door hardwares cutting / re-sizing of

door if necessary complete as specified. At all floor levels.

SQM 11537.00

Door Shutter width Mtr 0.67 2.21

Door Shutter Hight Mtr 2.04 6.68

Door Shutter Area Sqm 1.37

Cost of Door shutter 35mm thick Sqm 1.37 1250.00 1713

Rebate % 1713.00

Add for lipping Cft 0.10 1300.00 131

Add for veener Sheet 2.00

Add for Taxes % 0.02 1844.00 37

Add for Melamine Polish Sqm 3.29

Labour charge for making No.'s 1.00 100.00 100

Labour charge for Fixing No.'s 1.00 200.00 200

Labour charge for hardware Fixing No.'s 1.00 75.00 75

Hinges No.'s 3.00 85.00 255

Add for sub contractor margin 5% % 0.05 2511 126

Cost of Door shutter 35mm thick 1.37 2,637

1,925

Supply and Fixing 35mm thick, solid core flush door shutters

(commercial ply veneer 3mm thick on both faces) of specified

size & thickness including cost of providing & fixing hard

wood lipping, excluding door hardwares, cutting / re-sizing of

door if necessary complete as specified. At all floor levels.

SQM 12342.41




Cost of Door shutter 38mm thick Sqm 1.82 1500.00 2730

wastage % 3.00 2730.00 81.9

Add for lipping Cft 0.19 1800.00 343

Add for veener Sheet 2.00

Add for Taxes % 0.02 3154.90 63

Add for Melamine Polish Sqm 4.37

Labour charge for making No.'s 1.00 150.00 150

Labour charge for Fixing No.'s 1.00 300.00 300

Labour charge for hardware Fixing No.'s 1.00 75.00 75

Hinges No.'s 3.00

Add for sub contractor margin 5% % 0.10 3743 374


2,262

Supply and Fixing of flush door shutters of specified size &

25mm thickness including cost of providing & fixing hard

wood lipping , providing & fixing 3 nos. MS hinges 75mm long

and shaft lock fixing, Cutting / re-sizing of door if necessary

complete as specified. in lift lobby for LV, FHC & AC shaft At

all floor levels.

Sqm 83.39

Considering O/A door size 900 x 2100

Door Shutter




Door Shutter Sqm 1.58 1300.00 2054

Wastage % 3% 2054.00 62

Lipping Cft 0.10 2124.04 202

Add for Taxes % 2 2318.00 46.36

Hinges No.'s 3 60.00 180

Labour charge for making Per Shutt 1 100.00 100

Labour charge for Fixing Per Shutt 1 250.00 250

Melmine polish Sqm 3.79



2,015

Supply & fixing of Pre-fabricated moulded Architrave at the

junction of door frame & wall, made out of hard wood of

specified size as per approved design.Rectangular Archirave 60mm x 12mm RM 3787.00

Cost of wood Cft 0.025 1274.43 32

Add for taxes % 2 32.00 0.64

Wastage % 10 32.64 3.26

Labour for making Mtr 1 8.00 8

Labour fixing Mtr 1 7.00 7

Ducco Paint Sqm 0.084 500.00 42

Add for sub contractor margin 5% % 5 92.90 4.65

Total cost For rmtr Mtr 1.00 98


Rectangular Architrave 40mm x 12mm Nos. 3787.00

Cost of wood Cft 0.017 1274.43 22

Add for taxes % 2 22.00 0.44

Wastage % 10 22.44 2.24

Labour for making Mtr 1 8.00 8

Labour fixing Mtr 1 7.00 7

Ducco Paint Sqm 0.064 500.00 32

Add for sub contractor margin 5% % 5 71.68 3.58

Total cost For rmtr Mtr 1.00 75

A.5

Providing and applying -- PLASTER 18 MM EXTERNAL -- On

flat / curved surface in two coats, under layer of 12 mm

thickness in cement plaster 1 : 5 ( 1Cement : 5 coarse sand )

and top layer 6mm thickness in cement plaster 1 : 6 (

1cement : 3 fine sand : 3 coarse sand ) mixing of Cico No. 1

water proofing agent in cement mortar @ 2% by weight of

cement, making drip course, edges, hacking of RCC surface

and curing, all lead & lifts including scaffolding all complete to

the satisfaction of the Engineer. PLASTER 18 MM EXTERNAL

Sqm 94,358



Fine Sand Cum 0.014 846 12

Wastage % 20.00 64 13

Chicken wire mesh Sqm 1.00 5 5

Average Labour for laying i/c lifting Sqm 1.00 239 239

W/P Co Kg 0.13 60 8

Labour for Hacking Sqm 1.00 3 3

Labour for Scaffolding Sqm 1.00 10 10

Hoist/ scaffolding Sqm 1.00 40 40


a

Making Groove in internal plaster of size including finishing

the edges all complete. The groove shall be made true to the

approved profile. Above 6 mm x 6 mm upto 8 mm x 8 mm

Rmt 18,559

Providing and fixing chicken wire mesh at the junction of RCC

& masonry or as specified, including fixing with GI nails all

complete. ( At all floor levels ) chicken wire mesh ( 4" wide )

Sqm 71,905

Providing, cutting , Laying , fixing and polishing stone of 19

mm thicknessand / or other thickness as specified at all levels as per details in

the drawing

Providing, Cutting & fixing of Marble/granite slab in flooring of size >

16"x16" atground floor level. Any white cement bedding for white translucent

marble shallbe paid extra.The rate shall be applicable at all lead & lifts. (At all

floor levels)Providing & laying Light Emperdor Marble flooring at ground

floor Entrance Hall.Sqm 788

( Basic rate - Rs.350 /Sft )

Cost for stone (Light Emperador) Sqm 1.00 3,766 3,766

Wastage % 20.00 3,766 753

Cement Bag 0.29 - -

Coarse Sand Cum 0.04 - -


Labour for fixing Sqm 1.00 726 726

Labour for mirror polishing Sqm 1.00 140 140


Extra for protection Sqm 1.00 60 60


Total cost Sqm 1.00 5,490

Providing & laying Omani Beige Marble flooring in Duplex

StaircaseSqm 191

( Basic rate - Rs.250/Sft )

Cost for stone (Light Emperador) Sqm 1.00 2,690 2,690

Wastage % 20.00 2,690 538

Cement Bag 0.29 - -




Extra for staircase Sqm 1.00 100 100

Extra for nosing Mtr 2.35 246 579

Labour for mirror polishing Sqm 1.00 140 140


Extra for protection Sqm 1.00 -



Providing, cutting , Laying , fixing upto 100 mm high

skirting/border with cementmortar marble/granite of specified thickness or other thickness as

specified at all levels as per approved design / pattern as detailed in the

drawing /instructions of the Engineer . The stone shall be fixed in position

without the

buse of chips or under pinning of any sort . (At all floor levels)

Polishing to be

Providing & laying Light Emperdor Marble Skirting at ground

floor Entrance Hall.Mtr 261


Same as above Sqm 0.10 5,490 549

Extra for skirting Mtr 1.00 49 49

Total cost Rmt 1.00 598

3.00

Providing & laying Omani beige Marble Skirting in Duplex

staircaseMtr 146


Same as above Sqm 0.10 4,818 482


a Total cost Rmt 1.00 561

Providing, cutting , Laying & fixing Marble/ Pre-Polished granite of

19 mmthickness or other thickness as specified at all levels in DADO /

CLADDING asper approved design / pattern as detailed in the drawing /

instructions of theEngineer on 1:3 cement sand base mortar. The stone shall be fixed

with mortarin position without the use of chips or under pinning of any sort .

Care shall betaken to match the grains & shade of stone work . Any white cement

applicationbehind white/ translucent marble shall be paid extra. (At all floor

levels)


Pre-Polished Granite Claddinng ( Basic rate -Rs.150 /Sft ) Sqm 398

4.00 Cost of Stone Sqm 1.00 1,614 1,614

Wastage % 10.00 1,614 161

Cement Bag 0.29 - -



SS Cramps Nos 3.00 55 165

White Cement Sqm 1.00 18 18



Total cost per Sqm 2,711

Providing , Cutting , Laying and fixing pre-polished (Mirror

polished)Granite/Marble of 19 mm thickness at all levels as per approved

design /pattern as detailed in the drawing / instructions of the Engineer

with 1: 3 cement sand mortar . The granite shall be fixed with mortar in

position without the use of chips or under pinning of any sort . (At all floor levels)

Granite slab in counters excluding cutting holes for basin, mixer but

includingedge polishing.( Basic rate - Rs.150/Sft ) Sqm 821


Cost of Stone Sqm 0.90 1,614 1,453

Wastage % 10.00 1,453 145

Cement Bag 0.29 - -





Extra for making hole for wash basin and mixer Each 1.00 -




Total cost per Sqm Sqm 1.00 2,823

Light Emperdor Marble slab in counters & facias excluding cutting

holes for basin,

mixer but including edge polishing.( Basic rate - /Sft ) Sqm 317


Cost of Stone Sqm 0.90 3,766 3,389

Wastage % 15.00 3,389 508

Cement Bag 0.29 - -





Extra for making hole for wash basin and mixer Each 1.00 - -




Total cost per Sqm Sqm 1.00 5,377

Granite slab in facias including edge polishing.( Basic rate -

/Sft )

Rmt 212

Marble in facias including edge polishing.( Basic rate -

/Sft )

Rmt 101

Extra over item No. 4.0 for cutting holes for wash basin including

edgepolishing. Nos 804

Extra over item No. 4.0 for cutting holes for CP fittings Nos 804

TILE FLOORING / SKIRTING

Providing & Laying of Vitrified tile flooring of 7.5mm th. And

specified size to truelevels, alignment & slope over base mortar (1:4) cement & sand

mortar laid to therequired slope . White cement & pigment also in required quantity

shall bearranged by the Contractor at his own cost. (At all floor Levels)(Item

rate Baseupon 5% wastage)

(Make - )

6.000 ( Basic rate - Rs.60/Sft ) Sqm 18,220


Wastage % 5.00 646.00 32

Cement Bag 0.26

Coarse Sand Cum 0.04


White Cement Kg 1.00 18.00 18


Hoist/ Scaffolding Sqm 1.00 12.00 12


Providing & Laying of Vitrified tile Cladding of 7.5mm th.and

specified size to truelevels, alignment & slope over base mortar (1:4) cement & sand

mortar laid to therequired slope . White cement & pigment also in required quantity

shall bearranged by the Contractor at his own cost. (At all floor Levels)

(Make - )

(Basic rate -Rs.30/Sft ) Sqm 2,622

Cost of Tile Sqm 1.00 323 323

Wastage % 5.00 323 16

Cement Bag 0.27 - -



White Cement Sqm 1.00 18 18




Item same as item 6.0 above but upto 100mm high skirting. Rmt 8,967

Same as above Sqm 0.10 709 71



Providing , laying & fixing of ceramic tiles 7.5mm thick of specified

size & colouron floors inclusive of cleaning of site , curing of surface , wetting

of tiles,cutting of edges wherever required, fixing true to proper line ,

levels, and slope as per approved design on floors in 1: 3 cement sand mortar . The

joints to be cleaned filled and flushed with white cement using pigment as

required as perinstructions and to the complete satisfaction of the Engineer. (At

all floorLevels).

(Make - )

7.010 ( Basic rate - Rs.30/Sft ) Sqm 4,204


Wastage % 5.00 323.00 16

Cement Bag 0.26








Item same as above-7.0 but for kitchen, 100mm high skirting .

(Item rate Base upon 10% wastage) Rmt 7,441 Same as above Sqm 0.10 691 69



Providing , laying & fixing of 6mm thick ceramic tiles of specified

size &colour on walls inclusive of cleaning of surface, curing of surface ,

wetting of tiles, cutting of edges wherever required, fixing in proper line ,

levels andplumb as per approved design on walls in 1: 3 cement sand mortar

. The joints to be cleaned filled and flushed with white cement using

pigment as required as per instructions and to the complete satisfaction of

theEngineer. (At all floor Levels)

(Make - )

9.000 ( Basic rate -Rs.33/Sft ) Sqm 13,595


Wastage % 5.00 355.00 18

Cement Bag 0.26







Providing , laying, fixing grinding & wax polishing of 20mm thick

Grey terrazo tilesof specified size & colour on floos inclusive of cleaning of surface,

curing ofsurface , wetting of tiles, cutting of edges wherever required, fixing

in proper line ,levels and plumb as per approved design on floors in 1:4 cement

sand mortar .The joints to be cleaned, filled and flushed with white cement

using pigment asrequired as per instructions and to the complete satisfaction of

the Engineer.( Basic rate - Rs.30/Sft )

(At all floor Levels) (Item rate Base upon 5% wastage) Sqm 2,649

9.010 Cost of Tile Sqm 1.00 322.80 323

Wastage % 5.00 323.00 16

Cement Bag 0.26




10.000 Wax Polishing Sqm 1.00 70.00 70




Item same as item 9.00 above but upto 100mm high skirting

in Staircase

Rmt 2,480

Same as above Sqm 0.10 791 79



11.00 CC FLOORING / SKIRTING


flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggregate of 12.5

mm nominal size )finished with a floating coat of neat cement, below kitchen

counter & otherlocations as directed.. (At all floor Levels) Sqm 13,244

Cost of 1:2:4 Concrete Cum 0.04 3,997 160

Extra Labour Sqm 1.00 80 80

Extra for panels Mtr 0.67 15 10

Cement Slurry Kg 4.40 6 26

Total Cost per Cum 276

12.00 Same as item no. 10.00 above but 50mm thick flooring including

making panels ofsize 1500mm * 1500mm or as specified including providing &

applying "CICOEmalite RTU" @4kg/m2 to 5kg/m2 as per Manufacturer's

instruction for Parking atStilt. Sqm 11,631

Cost of 1:2:4 Concrete Cum 0.05 3,997 200

Extra Labour for panel Mtr 0.67 15 10

Extra Labour Sqm 1.00 80 80

Emalite RTU Kg 5.00 23 115

Cement Slurry Kg 4.40 6 26

Total Cost per sqm 431

13.00

Extra over item Nos. 10.00 for providing extra smooth & levelled

surface forlaminated wooden flooring. This item shall be payable only where

laminatedwooden flooring has to be laid. (At all floor Levels) Sqm 13,244

Material Cost Sqm 1 645.60 646

Labour Sqm 1 70.00 70

Total Cost per sqm 716

Providing and laying IPS Flooring of 40mm thickness in M/c Room

and14.00 Terrace Corridor , Electrical shaft, FHC shaft & Shop etc., all

completewherever specified.

(At all floor Levels) Sqm 446


Cement concrete 1:2:4 Cum 0.40 3,997 1,599

33.00 Extra cement for neat finish Bag 0.44 6 3

Extra for glass strip Mtr 16.67 25 417

Extra for levelling and finishing Sqm 10.00 75 750

Total cost for 10 sqm 2,769


Providing & fixing in position glass strip of size 40x4mm in flooring

so as toform panels of specified sizes, as per approved pattern all complete.

(At all floor Levels) Rmt 40,230

DOORS & WINDOWS

Providing & Fixing Champ-wood or other specified & approved Hard-

Wood doorframes of size 100 x 50mm in proper alignment / vertical to the

plumb includingproviding & fixing 6 nos. of M. S. hold fasts / Dash fasteners per

frameincluding cutting of Block masonry and casting of concrete blocks of

size300*100*150mm in C.C. 1:2:4 . The item includes mixing and

placing of concrete complete as per instructions of the Engineer . No escalation shall

be payablefor Hold fasts. At all floor levels. Rmt 10,296


Cost of wood Mtr 5.2 280.00 1,456.00

Add for taxes % 2 1456.00 29.12

Wastage % 2 1485.12 29.70


Hold fast i/c Dash Fastner Nos 6 50.00 300.00

34 Labour for making Nos 1 50.00 50.00

Labour fixing Nos 1 175.00 175.00

Termite proof paint i/c Wood primer Sqm 0.78 50.00 39.00

Synthetic Enamel Paint Sqm 1.30 70.00 91.00




Cost per cum Cum 1 87,627

Rate per Mtr Mtr 438

Tata housing with melamine 65 x 150mm

Supply and Fixing of 35mm solid core flush door shutters

(commercial ply veneer3mm thick on both faces) of specified size & thickness including cost

of providing& fixing hard wood lipping , providing & fixing 4 nos. MS hinges

100mm long,cutting / re-sizing of door if necessary complete as specified. (4

hinges pershutter). At all floor levels. Sqm 2807

Door Shutter width 0.674 Mtr 2.21

Door Shutter Hight 2.037 Mtr 6.68

Door Shutter Area 1.370 Sqm

Cost of Door shutter 35mm thick 1.370 Sqm 1200.00 1,644.00

Rebate % 1644.00

35.000 Add for lipping - 6mm thk Red Marandi 0.109 Cft 1200.00 130.95

Add for Taxes 13.5 % 1774.95 239.62

Add for Enamel paint 3.288 Sqm 70.00 230.16

Labour charge for making 1 No.'s 100.00 100.00

Labour charge for Fixing 1 No.'s 100.00 100.00

Labour charge for hardware Fixing 1 No.'s 75.00 75.00

Hinges 4 No.'s 75.00 300.00

Add for sub contractor margin 5% 5 % 2820 140.99

Cost of Door shutter 38mm thick 1.370 2,960.72

Total cost per sqm Sqm 2,161.11

Supply and Fixing of solid core flush door shutters (teak ply

veneer 3mm thickon both faces) of specified size & thickness including cost of

providing & fixinghard wood lipping, 4 nos.MS hinges 100mm long, cutting / re-sizing

of door ifnecessary complete as specified. (4 hinges per shutter). At all floor

levels.a) 38mm thick Sqm 462

Door Shutter width 0.674 Mtr 2.21

Door Shutter Hight 2.037 Mtr 6.68

Door Shutter Area 1.370 Sqm

Cost of Door shutter 35mm thick 1.370 Sqm 2000.00 2,740.00

Rebate % 2740.00

Add for lipping - 6mm thk Red Marandi 0.109 Cft 2000.00 218.25

2.05 Add for Taxes 13.5 % 2958.25 399.36

Add for Enamel paint 3.288 Sqm 70.00 230.16

Labour charge for making 1 No.'s 75.00 75.00

Labour charge for Fixing 1 No.'s 200.00 200.00

Labour charge for hardware Fixing 1 No.'s 75.00 75.00

Hinges 4 No.'s 85.00 340.00

Add for sub contractor margin 5% 5 % 4278 213.89

Cost of Door shutter 38mm thick 1.370 4,491.67

Total cost per sqm Sqm 3,278.59

Providing and laying Precast concrete kerb stone of size 300 mm x

450 mm x 150 mmof M15 grade including preperation of sub grade by cutting / filling

of earth whereverrequired to a maximum of 150 mm depth and laying over prepared

sub grade and fixingof kerb stone with cement mortar 1:3, all in proper line and level as

per instruction ofengineer incharge. The rate is inclusive of transportation, loading,

unloading ofprecast kerb stone and all labour and materials inclusive PCC /

mortar, exceptcement which will be supplied by the owner free of cost.

3.02 Size 300 mm x 450 mm x 150 mm. Rm 1738.72

Cost of kerp stone 450 X150mm Rmtr 1.00 333.33 333.33

Tax % 13.50 333.33 45.00

Facilties % 5.00 378.33 18.92

Wastage % 5.00 397.25 19.86

PCC 1:4:8 -200 x 50mm thk Cum 0.01 3,095.22 30.95

Cement Mortar Mtr 1.00 25.00 25.00

Labour for fixing Mtr 1.00 100.00 100.00

Total Rate Mtr 1.00 573.06

Providing and laying 60 mm thick Grass Pavers of size

(400mmx600mm)laid over aprepared base, cutting edge to required shape, size and pattern and

setting withvibration complete in all respects as per manufacturers specification. Sqm 2095.80

Cost of concrete pavers 65mm thk Sqm 1.00 320.00 320.00

Tax % 13.50 320.00 43.20

Facilties % 5.00 363.20 18.16

Wastage % 5.00 381.36 19.07

Sand Sqm 1.00


36.00 Total Rate Sqm 1.00 500.43

Providing & Fixing Dholpur Stone 40 mm thick & 150 mm wide

in coping at balcony laid on 20 mm thick cement mortar 1:4 (1

cement 4 coarse sand) and jointed with white cement slurry

mixed with pigment to match the shade of the rubbing and

polishing complete as per the satisfaction to engineer in

charge.stone includingchamfering,

Sqm 2,780

Cost of Stone Sqm 1.00 861 861

Wastage % 20.00 861 172





Grey Cement Slurry Kg 1.00 20 20



Total cost per Sqm excluding Labour 1,402

Average Labour for laying i/c lifting Cum 1.00 15 15

Total cost per Cum 1,417 Wastage % 20% 1,417 283Labour Mtr 1.00 15 15Hoist/ scaffolding Mtr 1.00 10 10Total cost per Sqm 1725Total cost per Sqm (Coping) 267

1,992


The Primus - Group Housing

Machinery Sheet

Project Branch

Name

Remarks PNM Class(level 2) PNM Type Mobilization Date NOS DEMOBIL_DATE Internal/External

HireMonths Replacement Cost Depr Charge

Total Dep

chargesEarthwork

Concrete

(Site Mix)RMC Reinf Shuttering Masonry

Structural

steelIDC

DD04-DEL-

The Primus

Delhi - ROFor Structure

Bar Bending Machine 15-Dec-12 6 31-Jan-15 Internal Hire 26 350000 57750 14750741475074

DD04-DEL-

The Primus


Bar Bending Machine 15-Mar-13 4 30-Jun-14 Internal Hire 16 350000 38500 597370597370

DD04-DEL-

The Primus

Delhi - RO For Structure & External

Development

Bar Bending Machine 10-Jun-13 2 30-Aug-14 Internal Hire 15 350000 19250 282232282232

DD04-DEL-

The Primus


Bar Cutting Machine 15-Dec-12 6 31-Jan-15 Internal Hire 26 300000 49500 12643491264349

DD04-DEL-

The Primus


Bar Cutting Machine 15-Mar-13 4 30-Jun-14 Internal Hire 16 300000 33000 512032512032

DD04-DEL-

The Primus


Development

Bar Cutting Machine 10-Jun-13 2 30-Aug-14 Internal Hire 15 300000 16500 241913241913

DD04-DEL-

The Primus

Delhi - ROTower A & B

Tower Crane -1 Shirke Potain MC85A 15-Apr-13 1 30-Jan-15 Internal Hire 22 10000000 125000 26914861076594 807446 672871 134574

DD04-DEL-

The Primus

Delhi - ROTower B & C

Tower Crane - 2 Shirke Potain MC85A 10-May-13 1 15-Feb-15 Internal Hire 21 10000000 275000 58399082335963 1751972 1459977 291995

DD04-DEL-

The Primus

Delhi - ROTower D & E

Tower Crane - 3 Shirke Potain MC85A 1-Jun-13 1 10-Feb-15 Internal Hire 20 10000000 275000 55958252238330 1678748 1398956 279791

DD04-DEL-

The Primus

Delhi - ROTower F & G

Tower Crane - 4 Shirke Potain MC85A 10-Jun-13 1 15-Jul-14 Internal Hire 13 10000000 275000 36160421446417 1084813 904011 180802

DD04-DEL-

The Primus

Delhi - ROTower H & J

Tower Crane - 5 Shirke Potain MC85A 1-Jul-13 1 30-May-14 Internal Hire 11 10000000 275000 30103551204142 903107 752589 150518

DD04-DEL-

The Primus

Delhi - ROEWS

Mobile Tower Crane - 1 MTC 3625 1-Oct-13 1 30-Oct-14 Internal Hire 13 2500000 68750 890450356180 267135 222613 44523

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Site Works

Diesel Generator Set Cummins 125 kva DG

Set with accoustic

canopy

15-Dec-12 3 20-Oct-15 Internal Hire 34 750000 61875 2113351

211335 1902016

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 1


Set with accoustic

canopy

15-Apr-13 1 30-Jan-15 Internal Hire 22 750000 20625 444095

177638 133229 111024 22205

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 2


Set with accoustic

canopy

10-May-13 1 15-Feb-15 Internal Hire 21 750000 20625 437993

175197 131398 109498 21900

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 3


Set with accoustic

canopy

1-Jun-13 1 10-Feb-15 Internal Hire 20 750000 20625 419687

167875 125906 104922 20984

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 4


Set with accoustic

canopy

10-Jun-13 1 15-Jul-14 Internal Hire 13 750000 20625 271203

108481 81361 67801 13560

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 5


Set with accoustic

canopy

1-Jul-13 1 30-May-14 Internal Hire 11 750000 20625 225777

90311 67733 56444 11289

DD04-DEL-

The Primus

Group

Delhi - ROMTC

Diesel Generator Set Kirloskar 4R1040TA DG

Set 82.5kVA

1-Oct-13 1 30-Oct-14 Internal Hire 13 550000 15125 195899

78360 58770 48975 9795

DD04-DEL-

The Primus

Delhi - RO Structure & External

Development

Tractor 20-Oct-12 4 20-Oct-15 External Hire 36 450000 49500 1781805890902 890902

67648660 576759 29882148 0 12566824 6861115 3973737 0 13788077

Qty 63951 74806 10013 446832 24694

rate/Unit 9 399 1255 15 161

Dep Operation Fuel Total

Earth Work 9 3 4 16 997813.5437

Concrete (Site Mix) 399 123 323 845 63199854.54

Reinf 1,255 179 736 2,170 21729922.32

Shuttering 15 3 11 30 13382992.29

Masonry 161 148 332 641 15827031

St. Steel 0 0 0 0

IDC 13,788,077 6,045,317 41,972,637 61,806,031 61,806,031

176943645.1 176943645 0

IDC break up

Power 4667203 1341405 34667647 40,676,255

Vehicle/ Other Misc machinery 9120874 4703911.900 7304990 21,129,776

Depreciation


Machinery Sheet

Project Branch

Name

Remarks PNM Class(level 2) PNM Type Mobilization Date NOS DEMOBIL_DATE

DD04-DEL-

The Primus


Bar Bending Machine 15-Dec-12 6 31-Jan-15

DD04-DEL-

The Primus


Bar Bending Machine 15-Mar-13 4 30-Jun-14

DD04-DEL-

The Primus


Development

Bar Bending Machine 10-Jun-13 2 30-Aug-14

DD04-DEL-

The Primus


Bar Cutting Machine 15-Dec-12 6 31-Jan-15

DD04-DEL-

The Primus


Bar Cutting Machine 15-Mar-13 4 30-Jun-14

DD04-DEL-

The Primus


Development

Bar Cutting Machine 10-Jun-13 2 30-Aug-14

DD04-DEL-

The Primus


Tower Crane -1 Shirke Potain MC85A 15-Apr-13 1 30-Jan-15

DD04-DEL-

The Primus


Tower Crane - 2 Shirke Potain MC85A 10-May-13 1 15-Feb-15

DD04-DEL-

The Primus


Tower Crane - 3 Shirke Potain MC85A 1-Jun-13 1 10-Feb-15

DD04-DEL-

The Primus


Tower Crane - 4 Shirke Potain MC85A 10-Jun-13 1 15-Jul-14

DD04-DEL-

The Primus


Tower Crane - 5 Shirke Potain MC85A 1-Jul-13 1 30-May-14

DD04-DEL-

The Primus

Delhi - ROEWS

Mobile Tower Crane - 1 MTC 3625 1-Oct-13 1 30-Oct-14

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Site Works


Set with accoustic

canopy

15-Dec-12 3 20-Oct-15

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 1


Set with accoustic

canopy

15-Apr-13 1 30-Jan-15

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 2


Set with accoustic

canopy

10-May-13 1 15-Feb-15

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 3


Set with accoustic

canopy

1-Jun-13 1 10-Feb-15

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 4


Set with accoustic

canopy

10-Jun-13 1 15-Jul-14

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 5


Set with accoustic

canopy

1-Jul-13 1 30-May-14

DD04-DEL-

The Primus

Group

Delhi - ROMTC


Set 82.5kVA

1-Oct-13 1 30-Oct-14

DD04-DEL-

The Primus


Development

Tractor 20-Oct-12 4 20-Oct-15


Earth Work 9 3 4 16

Concrete (Site Mix) 399 123 323 845

Reinf 1,255 179 736 2,170

Shuttering 15 3 11 30

Masonry 161 148 332 641

St. Steel 0 0 0 0

IDC 13,788,077 6,045,317 41,972,637 61,806,031

IDC break up

Power 4667203 1341405 34667647 40,676,255


Op+Helper

costEarthwork

Concrete


Structural

steelIDC

0 0

0 0

0 0

0 0

0 0

0 0

2 11000 2 6500 753616 301446 226085 188404 37681

2 11000 2 6500 743261 297304 222978 185815 37163

2 11000 2 6500 712196 284878 213659 178049 35610

2 11000 2 6500 460224 184089 138067 115056 23011

2 11000 2 6500 383136 153254 114941 95784 19157

2 10500 2 6000 427416 170966 128225 106854 21371

1 8500 870957 87096 783861

1 8500 183021 73208 54906 45755 9151

1 5500 116798 46719 35039 29200 5840

0 0 0 0 0

1 8500 111769 44707 33531 27942 5588

0 0

0 0

1 7500 1079882 539941 539941

50 320500 29 138500 22366298 188757 9178544 0 1794467 1512800 3646413 0 6045317

63951 74806 10013 446832 24694

3 123 179 3 148

Operation Cost

Operator Operator Helper


Machinery Sheet

Project Branch

Name

Remarks PNM Class(level 2) PNM Type Mobilization Date NOS DEMOBIL_DATE

DD04-DEL-

The Primus


Bar Bending Machine 15-Dec-12 6 31-Jan-15

DD04-DEL-

The Primus


Bar Bending Machine 15-Mar-13 4 30-Jun-14

DD04-DEL-

The Primus


Development

Bar Bending Machine 10-Jun-13 2 30-Aug-14

DD04-DEL-

The Primus


Bar Cutting Machine 15-Dec-12 6 31-Jan-15

DD04-DEL-

The Primus


Bar Cutting Machine 15-Mar-13 4 30-Jun-14

DD04-DEL-

The Primus


Development

Bar Cutting Machine 10-Jun-13 2 30-Aug-14

DD04-DEL-

The Primus


Tower Crane -1 Shirke Potain MC85A 15-Apr-13 1 30-Jan-15

DD04-DEL-

The Primus


Tower Crane - 2 Shirke Potain MC85A 10-May-13 1 15-Feb-15

DD04-DEL-

The Primus


Tower Crane - 3 Shirke Potain MC85A 1-Jun-13 1 10-Feb-15

DD04-DEL-

The Primus


Tower Crane - 4 Shirke Potain MC85A 10-Jun-13 1 15-Jul-14

DD04-DEL-

The Primus


Tower Crane - 5 Shirke Potain MC85A 1-Jul-13 1 30-May-14

DD04-DEL-

The Primus

Delhi - ROEWS

Mobile Tower Crane - 1 MTC 3625 1-Oct-13 1 30-Oct-14

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Site Works


Set with accoustic

canopy

15-Dec-12 3 20-Oct-15

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 1


Set with accoustic

canopy

15-Apr-13 1 30-Jan-15

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 2


Set with accoustic

canopy

10-May-13 1 15-Feb-15

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 3


Set with accoustic

canopy

1-Jun-13 1 10-Feb-15

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 4


Set with accoustic

canopy

10-Jun-13 1 15-Jul-14

DD04-DEL-

The Primus

Group

Housing

Delhi - RO

Tower Crane 5


Set with accoustic

canopy

1-Jul-13 1 30-May-14

DD04-DEL-

The Primus

Group

Delhi - ROMTC


Set 82.5kVA

1-Oct-13 1 30-Oct-14

DD04-DEL-

The Primus


Development

Tractor 20-Oct-12 4 20-Oct-15


Earth Work 9 3 4 16

Concrete (Site Mix) 399 123 323 845

Reinf 1,255 179 736 2,170

Shuttering 15 3 11 30

Masonry 161 148 332 641

St. Steel 0 0 0 0

IDC 13,788,077 6,045,317 41,972,637 61,806,031

IDC break up

Power 4667203 1341405 34667647 40,676,255


Working

Hr/KmConsumption Fuel cost Earthwork

Concrete


Structural

steelIDC

0 0

0 0

0 0

0 0

0 0

0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

12 11 14980782 1498078 13482703.38

15 11 3935038 1574015.385 1180512 983759.6154 196751.9231

15 11 3880969 1552387.692 1164291 970242.3077 194048.4615

15 11 3718762 1487504.615 1115628 929690.3846 185938.0769

15 11 2403077 961230.7692 720923 600769.2308 120153.8462

15 11 2000562 800224.6154 600168 500140.3846 100028.0769

12 8 1291108 516443.0769 387332 322776.9231 64555.38462

8 1 1403397 701698 701698

313 230 86928686 232297 24139163 0 7368631 5009077 8206881 0 41972637

63951 74805.89 10013 446832 24694

3.63 322.69 735.91 11.21 332.34

Fuel Cost

REINFORCEMENT ANALYSIS

Total Reinforcement Quantity : 10013 MT

Time Period : 25 months

Av. reinforcement per day : 16.03 MT

Peak reinforcement per day : 24.05 MT

TMT Bars TMT Bars

Description QTY. UNIT RATE AMOUNT

Material

Cost of Steel (landed cost) 1 MT 46,000.00 46,000.00

Transportation / unloading 1 MT 0.00

Wastage 3.0% MT 46,000.00 1,380.00

Chairs & Spacers 3.0% MT 46,000.00 1,380.00

Binding wire 9 KG 58.00 522.00

PVC Cover blocks 1 LS 400.00 400.00

PNM

Depriciation 1 MT 1,255.05 1,255.05

Operation and Fuel Cost 1 MT 915.12 915.12

Labour Sub str Supr Str

Labour cost Fab. & Fixing (Average) 1 MT 0.00 3050 4750

Transportation fro Yard to site & Misc Labour for

scrap Collection

1 MT 200.00 200.00 3194 6819

Testing Charges for Steel 1 MT 300.00 300.00

Total Cost 52,352.17


228322814.xlsx.ms_office

S No. Description of Item Rate

( Rs.) Unit Remarks

1 Cement 250.00 Bag Basic Rates

2 Reinforcement bars 46,000.00 MT Basic Rates

3 Structural steel 46,000.00 MT Basic Rates

4 Coarse Aggregate 1,250.96 Cum

5 Coarse Sand 1,324.55 Cum

6 Fine Sand 846.24 Cum

7 Bricks 3,700.00 1000 No.'s Basic Rates

8 AAC Broken Blocks 2,216.53 Cum

9 Plastisizer 45.00 Kg

10 White cement 17.00 Kg

11 Binding Wire 58.00 Kg

12 Bitumen 44.00 Kg

13 Light Emperdor 3,766.00 Sqm

14 Omani Beige Marble flooring in 2,690.00 Sqm

15 Beige Granite Slab-------------- Rs 150 / sq ft 1,614.00 Sqm Basic Rates

16 Vitrified tiles 600 x 600 ---- Rs 65 /sq ft 699.66 Sqm Basic Rates

17 Anti skid Vitrified tiles 300 x 300 ---- Rs 65 /sq ft 699.66 Sqm Balcony Areas

18 Vitrified tiles 300 x 450 ---- Rs 65 /sq ft 699.66 Sqm Basic Rates

19 Imported Marble, Omani------------ Rs 230 / Sq ft 2,475.72 Sqm Basic Rates

20 Indian Marble-------------------- Rs 65 / Sqft 699.40 Sqm Basic Rates

21 Laminated Wooden Floor----------- Rs 55 / Sqft 55.00 sqft Basic Rates

22 Ceramic Wall Tiles 300x600mm--------Rs 55 / Sqft 591.80 Sqm Basic Rates

23 Porcelein Wall Tiles 300x1200----------Rs 55 / Sqft 591.80 Sqm Basic Rates

24 Ceramic Wall Tiles 300x300mm--------Rs 55 / Sqft 591.80 Sqm Basic Rates

25 Kota Stone - 25 mm thk (Single Piece) 430.56 Sqm

26 Dholpur Stone - 40 mm thk 861.12 Sqm


BASIC RATES OF MATERIAL

of 71


Concrete Work Reinforcement Formwork Brick Work

3% 5%Lift 3% Average Lift per Floor 3.0% Average Lift per Floor 100 Average Lift per Floor 5.0 Average Lift per Floor 3.0%

464.3 35 6500.0 35450.8 34 6400.0 34 280.0 34 1366.0 34437.6 33 6300.0 33 275.0 33 1326.2 33424.9 32 6200.0 32 270.0 32 1287.5 32412.5 31 6100.0 31 265.0 31 1250.0 31400.5 30 6000.0 30 260.0 30 1213.6 30388.8 29 5900.0 29 255.0 29 1178.3 29377.5 28 5800.0 28 250.0 28 1144.0 28366.5 27 5700.0 27 245.0 27 1110.6 27355.8 26 5600.0 26 240.0 26 1078.3 26

345.5 25 5500.0 25 235.0 25 1046.9 25335.4 24 5400.0 24 230.0 24 1016.4 24325.6 23 5300.0 23 225.0 23 986.8 23316.2 22 5200.0 22 220.0 22 958.1 22306.9 21 5100.0 21 215.0 21 930.1 21298.0 20 5000.0 20 210.0 20 903.1 20289.3 19 4900.0 19 205.0 19 876.8 19280.9 18 4800.0 18 200.0 18 851.2 18272.7 17 4700.0 17 195.0 17 826.4 17264.8 16 4600.0 16 190.0 16 802.4 16257.1 15 4500.0 15 185.0 15 779.0 15249.6 14 4400.0 14 180.0 14 756.3 14242.3 13 3.33% 4300.0 13 4.55% 175.0 13 734.3 13235.3 12 4200.0 12 170.0 12 712.9 12228.4 11 4100.0 11 165.0 11 692.1 11221.7 10 4000.0 10 160.0 10 672.0 10215.3 9 3900.0 9 155.0 9 652.4 9209.0 8 3800.0 8 150.0 8 633.4 8202.9 7 3700.0 7 145.0 7 614.9 7197.0 6 3600.0 6 140.0 6 597.0 6191.3 5 3500.0 5 135.0 5 579.6 5

185.7 4 3400.0 4 130.0 4 562.8 4180.3 3 3300.0 3 125.0 3 546.4 3

175.05 2 3200.0 2 120.0 2 530.5 2170.0 1 3100.0 1 115.0 1 515.0 1165.0 G 3000.0 G 110.0 G 500.0 G170.0 1B 3100.0 1B 115.0 1B 515.0 1B

281.8 Average 4655.6 Average 192.8 Average 854.1 Average

Sub structure 167.48 3050.0 112.5 507.5

Super structure 288.57 4750.0 197.5 874.4

Half Brick Work Block Work Sunken Area Filling

(Light Wt Conc)

Internal Plaster -

12-15mmPlaster - 20-25mm

Average Lift per Floor 3.0% Average Lift per Floor 3.0% Average Lift per Floor 3.0% Average Lift per Floor 4.0% Average Lift per Floor 3.0%

245.9 34 1707.4 34 478.1 34 246.6 34238.7 33 1657.7 33 464.2 33 237.1 33231.8 32 1609.4 32 450.6 32 228.0 32225.0 31 1562.6 31 437.5 31 219.3 31218.5 30 1517.0 30 424.8 30 210.8 30212.1 29 1472.9 29 412.4 29 202.7 29205.9 28 1430.0 28 400.4 28 194.9 28199.9 27 1388.3 27 388.7 27 187.4 27194.1 26 1347.9 26 377.4 26 180.2 26

188.4 25 1308.6 25 366.4 25 173.3 25183.0 24 1270.5 24 355.7 24 166.6 24177.6 23 1233.5 23 345.4 23 160.2 23172.4 22 1197.6 22 335.3 22 154.0 22167.4 21 1162.7 21 325.6 21 148.1 21162.6 20 1128.8 20 316.1 20 142.4 20157.8 19 1095.9 19 306.9 19 136.9 19153.2 18 1064.0 18 297.9 18 131.7 18148.8 17 1033.0 17 289.2 17 126.6 17144.4 16 1002.9 16 280.8 16 121.7 16140.2 15 973.7 15 272.6 15 117.1 15136.1 14 945.4 14 264.7 14 112.6 14132.2 13 917.8 13 257.0 13 108.2 13128.3 12 891.1 12 249.5 12 104.1 12124.6 11 865.1 11 242.2 11 100.1 11121.0 10 839.9 10 235.2 10 96.2 10117.4 9 815.5 9 228.3 9 92.5 9114.0 8 791.7 8 221.7 8 89.0 8110.7 7 768.7 7 215.2 7 85.5 7107.5 6 746.3 6 209.0 6 82.2 6104.3 5 724.5 5 202.9 5 79.1 5

101.3 4 703.4 4 197.0 4 76.0 498.3 3 683.0 3 191.2 3 73.1 395.5 2 663.1 2 185.7 2 70.3 292.7 1 643.8 1 180.3 1 67.6 190.0 G 625.0 G 175.0 G 65.0 G92.7 1B 643.8 1B 180.3 1B 67.6 1B


91.35 634.38 177.6 66.3

157.4 1093.1 306.1 138.9

Ceiling

Plaster - 8-

Ext Plaster -

18mm in two

W/p Plaster -

12mm

Omni Marble

cladding

Granite Cladding

Item - 7.4Average Lift per Floor 4.0% Average Lift per Floor 4.0% Average Lift per Floor 3.0% Average Lift per Floor 3.0% Average Lift per Floor

314.2 34 246.6 34 436.3 34 218.6 34 1502.5 34305.0 33 237.1 33 419.6 33 212.2 33 1458.8 33296.1 32 228.0 32 403.4 32 206.0 32 1416.3 32287.5 31 219.3 31 387.9 31 200.0 31 1375.0 31279.1 30 210.8 30 373.0 30 194.2 30 1335.0 30271.0 29 202.7 29 358.6 29 188.5 29 1296.1 29263.1 28 194.9 28 344.9 28 183.0 28 1258.4 28255.4 27 187.4 27 331.6 27 177.7 27 1221.7 27248.0 26 180.2 26 318.8 26 172.5 26 1186.1 26

240.8 25 173.3 25 306.6 25 167.5 25 1151.6 25233.8 24 166.6 24 294.8 24 162.6 24 1118.0 24227.0 23 160.2 23 283.4 23 157.9 23 1085.5 23220.4 22 154.0 22 272.5 22 153.3 22 1053.9 22213.9 21 148.1 21 262.1 21 148.8 21 1023.2 21207.7 20 142.4 20 252.0 20 144.5 20 993.4 20201.7 19 136.9 19 242.3 19 140.3 19 964.4 19195.8 18 131.7 18 233.0 18 136.2 18 936.3 18190.1 17 126.6 17 224.0 17 132.2 17 909.1 17184.5 16 121.7 16 215.4 16 128.4 16 882.6 16179.2 15 117.1 15 207.1 15 124.6 15 856.9 15173.9 14 112.6 14 199.1 14 121.0 14 831.9 14168.9 13 108.2 13 191.5 13 117.5 13 807.7 13164.0 12 104.1 12 184.1 12 114.1 12 784.2 12159.2 11 100.1 11 177.0 11 110.7 11 761.3 11154.6 10 96.2 10 170.2 10 107.5 10 739.2 10150.0 9 92.5 9 163.7 9 104.4 9 717.6 9145.7 8 89.0 8 157.4 8 101.3 8 696.7 8141.4 7 85.5 7 151.3 7 98.4 7 676.4 7137.3 6 82.2 6 145.5 6 95.5 6 656.7 6133.3 5 79.1 5 139.9 5 92.7 5 637.6 5

129.4 4 76.0 4 134.5 4 90.0 4 619.0 4125.7 3 73.1 3 129.4 3 87.4 3 601.0 3122.0 2 70.3 2 124.4 2 84.9 2 583.5 2118.5 1 67.6 1 119.6 1 82.4 1 566.5 1115.0 G 65.0 G 115.0 G 80.0 G 550.0 G118.5 1B 67.6 1B 119.6 1B 82.4 1B 566.5 1B

196.4 Average 134.9 Average 238.6 Average 136.6 Average 939.5 Average

116.7 66.3 117.3 81.2 558.25

201.1 138.9 245.7 139.9 961.89

Granite Counter Marble Counter Vitrified tile Flooring Ceramic Tile

Flooring

3.0% Average Lift per Floor 3.0% Average Lift per Floor 3.0% Average Lift per Floor 3.0% Average Lift per Floor 3.0%

#### 34 #### 34 1639.1 34 546.4 34 546.4 34#### 33 #### 33 1591.4 33 530.5 33 530.5 33#### 32 #### 32 1545.0 32 515.0 32 515.0 32#### 31 #### 31 1500.0 31 500.0 31 500.0 31#### 30 #### 30 1456.4 30 485.5 30 485.5 30#### 29 #### 29 1413.9 29 471.3 29 471.3 29#### 28 #### 28 1372.8 28 457.6 28 457.6 28#### 27 #### 27 1332.8 27 444.3 27 444.3 27#### 26 #### 26 1294.0 26 431.3 26 431.3 26

#### 25 #### 25 1256.3 25 418.8 25 418.8 25#### 24 #### 24 1219.7 24 406.6 24 406.6 24#### 23 #### 23 1184.2 23 394.7 23 394.7 23#### 22 #### 22 1149.7 22 383.2 22 383.2 22#### 21 #### 21 1116.2 21 372.1 21 372.1 21993.4 20 993.4 20 1083.7 20 361.2 20 361.2 20964.4 19 964.4 19 1052.1 19 350.7 19 350.7 19936.3 18 936.3 18 1021.5 18 340.5 18 340.5 18909.1 17 909.1 17 991.7 17 330.6 17 330.6 17882.6 16 882.6 16 962.8 16 320.9 16 320.9 16856.9 15 856.9 15 934.8 15 311.6 15 311.6 15831.9 14 831.9 14 907.6 14 302.5 14 302.5 14807.7 13 807.7 13 881.1 13 293.7 13 293.7 13784.2 12 784.2 12 855.5 12 285.2 12 285.2 12761.3 11 761.3 11 830.5 11 276.8 11 276.8 11739.2 10 739.2 10 806.3 10 268.8 10 268.8 10717.6 9 717.6 9 782.9 9 261.0 9 261.0 9696.7 8 696.7 8 760.1 8 253.4 8 253.4 8676.4 7 676.4 7 737.9 7 246.0 7 246.0 7656.7 6 656.7 6 716.4 6 238.8 6 238.8 6637.6 5 637.6 5 695.6 5 231.9 5 231.9 5

619.0 4 619.0 4 675.3 4 225.1 4 225.1 4601.0 3 601.0 3 655.6 3 218.5 3 218.5 3583.5 2 583.5 2 636.5 2 212.2 2 212.2 2566.5 1 566.5 1 618.0 1 206.0 1 206.0 1550.0 G 550.0 G 600.0 G 200.0 G 200.0 G566.5 1B 566.5 1B 618.0 1B 206.0 1B 206.0 1B

939.5 Average 939.5 Average 1024.9 Average 341.6 Average 341.6 Average

558.3 558.3 609 203 203

961.9 961.9 1049.33 349.8 349.8

Ceramic TileWall Vitrified tile

Cladding

Terrazo Tile Flooring Kota Stone - 25mm

Average Lift per Floor 3.0% Average Lift per Floor 3.0% Average Lift per Floor 3.0% Average Lift per Floor 3.0% Average Lift per Floor

573.7 34 519.1 34 546.4 34 614.7 34557.0 33 503.9 33 530.5 33 596.8 33540.8 32 489.3 32 515.0 32 579.4 32525.0 31 475.0 31 500.0 31 562.5 31509.7 30 461.2 30 485.5 30 546.1 30494.9 29 447.7 29 471.3 29 530.2 29480.5 28 434.7 28 457.6 28 514.8 28466.5 27 422.0 27 444.3 27 499.8 27452.9 26 409.8 26 431.3 26 485.2 26

439.7 25 397.8 25 418.8 25 471.1 25426.9 24 386.2 24 406.6 24 457.4 24414.5 23 375.0 23 394.7 23 444.1 23402.4 22 364.1 22 383.2 22 431.1 22390.7 21 353.5 21 372.1 21 418.6 21379.3 20 343.2 20 361.2 20 406.4 20368.2 19 333.2 19 350.7 19 394.5 19357.5 18 323.5 18 340.5 18 383.0 18347.1 17 314.0 17 330.6 17 371.9 17337.0 16 304.9 16 320.9 16 361.1 16327.2 15 296.0 15 311.6 15 350.5 15317.6 14 287.4 14 302.5 14 340.3 14308.4 13 279.0 13 293.7 13 330.4 13299.4 12 270.9 12 285.2 12 320.8 12290.7 11 263.0 11 276.8 11 311.5 11282.2 10 255.3 10 268.8 10 302.4 10274.0 9 247.9 9 261.0 9 293.6 9266.0 8 240.7 8 253.4 8 285.0 8258.3 7 233.7 7 246.0 7 276.7 7250.8 6 226.9 6 238.8 6 268.7 6243.4 5 220.3 5 231.9 5 260.8 5

236.4 4 213.8 4 225.1 4 253.2 4229.5 3 207.6 3 218.5 3 245.9 3222.8 2 201.6 2 212.2 2 238.7 2216.3 1 195.7 1 206.0 1 231.8 1210.0 G 190.0 G 200.0 G 225.0 G216.3 1B 195.7 1B 206.0 1B 231.8 1B


213.2 192.9 203 228.4

367.3 332.3 349.8 393.5

Indian Stone -

18mm

Marble Chips Flooring Omani Marble Flooring

Average Lift per Floor 3.0% Average Lift per Floor 3.0% Average Lift per Floor 3.0%

956.2 34 751.3 34 1161.1 34928.3 33 729.4 33 1127.2 33901.3 32 708.1 32 1094.4 32875.0 31 687.5 31 1062.5 31849.5 30 667.5 30 1031.6 30824.8 29 648.1 29 1001.5 29800.8 28 629.2 28 972.4 28777.5 27 610.9 27 944.0 27754.8 26 593.1 26 916.6 26

732.8 25 575.8 25 889.9 25711.5 24 559.0 24 863.9 24690.8 23 542.7 23 838.8 23670.6 22 526.9 22 814.3 22651.1 21 511.6 21 790.6 21632.1 20 496.7 20 767.6 20613.7 19 482.2 19 745.2 19595.9 18 468.2 18 723.5 18578.5 17 454.5 17 702.5 17561.6 16 441.3 16 682.0 16545.3 15 428.4 15 662.1 15529.4 14 416.0 14 642.9 14514.0 13 403.8 13 624.1 13499.0 12 392.1 12 605.9 12484.5 11 380.7 11 588.3 11470.4 10 369.6 10 571.2 10456.7 9 358.8 9 554.5 9443.4 8 348.4 8 538.4 8430.5 7 338.2 7 522.7 7417.9 6 328.4 6 507.5 6405.7 5 318.8 5 492.7 5

393.9 4 309.5 4 478.3 4382.5 3 300.5 3 464.4 3371.3 2 291.7 2 450.9 2360.5 1 283.3 1 437.8 1350.0 G 275.0 G 425.0 G360.5 1B 283.3 1B 437.8 1B

597.8 Average 469.7 Average 725.9 Average

355.25 279.1 431.38

612.11 480.9 743.28

228322814.xlsx.ms_office

FORM WORK ANALYSIS

Project Duration : 36.00

Time Period for Formwork : 24.98

Formwork Quantity : 446,832

Description Rate

Material charged to work

System Depriciation : 135.00

Plastic Formwork Depriciation :

Consumables : 85.00

Shuttering Oil & Nails : 8.00

PNM

PNM depreciation : 15.36

PNM Operation & Fuel : 14.60

Labour

Labour - Sub Contractor : 192.78

Making Charge : 9.00

Labour - Shifting 4.00

Total Cost : 463.73

Total Cost Excluding Labour : 270.95

Column 270.95

Staircase 300.95

Beam / Lintel 280.95

Slab 270.95

Overhead water tank 290.95


of 71

Project Name: DLF PRIMUS

Project No: 2071

Location GURGAON - DELHI RO

Date: 19-Mar-13

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

Entry Exit Oct-12 Nov-12 Dec-12 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Sep-13 Oct-13 Nov-13 Dec-13

1 MR. SHAMMI KHURANA 20-Oct-12 20-Oct-15 36

2 MR. VINEET SINGH 1-Jul-13 20-Oct-15 28 200000 200000 200000 200000 200000 200000

3 NORTH MR. GANGA ARYA E-003 20-Oct-12 20-Oct-15 36 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000

4 SOUTH MR. ANIMESH PRAMANIK E-003 1-May-13 20-Oct-15 30 110000 110000 110000 110000 110000 110000 110000 110000

CO-ORDINATION TEAM

5 MR. DEVARAJ DIXIT E-003 1-Apr-13 20-Oct-15 31 80000 80000 80000 80000 80000 80000 80000 80000 80000

6 1-Jul-13 20-Dec-14 18 12000 12000 12000 12000 12000 12000

7 E-002 1-Jul-13 20-Oct-15 28 75000 75000 75000 75000 75000 75000

PLANNING & BILLING

8 MR. PAWAN BANSAL E-003 1-Apr-13 20-Oct-15 31 90000 90000 90000 90000 90000 90000 90000 90000 90000

9 PRW & QS S-003 1-Jul-13 20-Oct-15 28 42000 42000 42000 42000 42000 42000

10 ERP & CLIENT S-003 1-Jul-13 20-Apr-15 22 45000 45000 45000 45000 45000 45000

11 MR. AMIT KUMAR SHARAN E-001 1-Dec-12 20-Oct-15 35 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000

12 MR. ARUN.C.K S-003 1-Dec-12 20-Jun-15 31 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000

13 BBS MR. SANDEEP E-002 1-Apr-13 20-Oct-15 31 75000 75000 75000 75000 75000 75000 75000 75000 75000

14 BBS MR. JASVIR SINGH S-003 1-Dec-12 20-Feb-15 27 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000

15 BBS S-002 1-Jun-13 30-Jun-14 13 33000 33000 33000 33000 33000 33000 33000

16 MR. DHARM PAL 1-May-13 20-Oct-15 30 10000 10000 10000 10000 10000 10000 10000 10000

EXECUTION - STRUCTURE

17 TOWER A,B,C MR. HARI MOHAN JHA E-002 20-Oct-12 20-Oct-15 36 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000

18 TOWER D,E,F MR. JITENDER AHUJA E-002 1-Mar-13 20-Oct-15 32 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000

19 TOWER G,H,J E-002 1-Jun-13 20-Oct-15 29 75000 75000 75000 75000 75000 75000 75000

20 TOWER A MR. ANURAG MISHRA S-003 20-Oct-12 20-Jan-15 27 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000

21 TOWER B MR. VIKRAM SINGH S-003 20-Oct-12 20-Jan-15 27 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000

22 TOWER C MR. MOHIT KUMAR S-003 20-Oct-12 1-Feb-15 27 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000

23 TOWER D MR. LALIT S-003 20-Dec-12 20-Feb-15 26 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000

24 TOWER E MR. ANURAG TRIPATI S-002 20-Dec-12 20-Jun-14 18 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000

25 TOWER F S-002 1-Jun-13 15-Jul-14 13 33000 33000 33000 33000 33000 33000 33000

26 TOWER G S-002 1-Jun-13 30-Jul-14 14 33000 33000 33000 33000 33000 33000 33000

27 TOWER H S-002 10-Jun-13 10-Jun-14 12 33000 33000 33000 33000 33000 33000

28 TOWER J S-002 1-Jul-13 15-Jun-14 11 33000 33000 33000 33000 33000 33000

29 NON TOWER - N MR. WASIM RAJA S-003 1-May-13 1-Sep-14 16 40000 40000 40000 40000 40000 40000 40000 40000

30 NON TOWER - S S-003 1-Jun-13 11-Oct-14 16 40000 40000 40000 40000 40000 40000 40000

31 TOWER A MR. MANMOHAN JHA N-003 20-Oct-12 20-Jan-15 27 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000

32 TOWER B MR. HARI PRASAD N-003 1-Dec-12 20-Jan-15 26 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000

33 TOWER C N-003 1-Mar-13 1-Feb-15 23 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000

34 TOWER D MR. RAM CHARAN N-003 1-Mar-13 20-Feb-15 24 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000

35 TOWER E N-002 1-Apr-13 20-Jun-14 15 25000 25000 25000 25000 25000 25000 25000 25000 25000

36 TOWER F N-002 1-Apr-13 15-Jul-14 15 25000 25000 25000 25000 25000 25000 25000 25000 25000

37 TOWER G N-002 1-Jun-13 30-Jul-14 14 25000 25000 25000 25000 25000 25000 25000

38 TOWER H N-002 10-Jun-13 10-Jun-14 12 25000 25000 25000 25000 25000 25000

39 TOWER J N-002 1-Jul-13 15-Jun-14 11 25000 25000 25000 25000 25000 25000

40 NON TOWER - N N-003 1-May-13 1-Sep-14 16 22000 22000 22000 22000 22000 22000 22000 22000

41 NON TOWER - S N-003 1-Jun-13 11-Oct-14 16 22000 22000 22000 22000 22000 22000 22000

42 TOWER A 20-Oct-12 20-Oct-15 36 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000

43 TOWER B 1-Dec-12 20-Oct-15 35 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000

44 TOWER C 1-Mar-13 20-Oct-15 32 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000

45 TOWER D 1-Mar-13 20-Oct-15 32 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000

46 TOWER E 1-Apr-13 20-Oct-15 31 13500 13500 13500 13500 13500 13500 13500 13500 13500

47 TOWER F 1-Apr-13 20-Oct-15 31 13500 13500 13500 13500 13500 13500 13500 13500 13500

48 TOWER G 1-Jun-13 20-Oct-15 29 13500 13500 13500 13500 13500 13500 13500

49 TOWER H 10-Jun-13 20-Oct-15 28 13500 13500 13500 13500 13500 13500

50 TOWER J 1-Jul-13 20-Oct-15 28 13500 13500 13500 13500 13500 13500

51 NON TOWER - N 1-May-13 20-Oct-15 30 13500 13500 13500 13500 13500 13500 13500 13500

52 NON TOWER - S 1-Jun-13 20-Oct-15 29 13500 13500 13500 13500 13500 13500 13500

53 NORTH MR. HARINDER GUPTA 20-Oct-12 20-Oct-15 36 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000

54 SOUTH 10-Apr-13 15-Jul-14 15 20000 20000 20000 20000 20000 20000 20000 20000

Months

PERMANENT CADRE

EXECUTION HEAD

Procedure for Staff ( requirement) Scheduling

A-2.2/01-06-01 - Format for Staff Deployment Schedule

Project Planning & Scheduling

STAFF DEPLOYMENT SCHEDULE

Project Duration

Sl.No DIVISION Name Designation Cadre

DGM PROJECTS 200,000

PROJECT MANAGER 110,000

PROJECT MANAGER 110,000

NosSalary/

Month

Staff on Site

BILLING MANAGER 90,000

SR. ENGINEER BILLING 42,000

SR. ENGINEER BILLING 45,000

ARCHITECT 80,000

DRAFTSMAN 12,000

CONTRACTS ADMIN 75,000

SR. ENGINEEER 45,000

ENGINEER 33,000

DOCUMENT CONTROLLER 10,000

DY. MANGER PLANNING 60,000

SR. ENGINEER PLANNING 50,000

MANAGER - BBS 75,000

SR.ENGINEER 38,000

SR.ENGINEER 38,000

SR.ENGINEER 38,000

MANAGER 75,000

MANAGER 75,000

MANAGER 75,000

ENGINEER 33,000

ENGINEER 33,000

ENGINEER 33,000

SR.ENGINEER 40,000

ENGINEER 38,000

ENGINEER 33,000

FOREMAN 28,000

FOREMAN 28,000

FOREMAN 25,000

SR.ENGINEER 40,000

SR.ENGINEER 40,000

FOREMAN 28,000

FOREMAN 25,000

FOREMAN 25,000

FOREMAN 22,000

FOREMAN 25,000

FOREMAN 25,000

FOREMAN 25,000

SUPERVISOR 15,000

SUPERVISOR 15,000

SUPERVISOR 13,500

FOREMAN 22,000

SUPERVISOR 15,000

SUPERVISOR 15,000

SUPERVISOR 13,500

SUPERVISOR 13,500

SUPERVISOR 13,500

SUPERVISOR 13,500

SUPERVISOR 13,500

SUPERVISOR 13,500

DY. SUP SURVEYOR 40,000

SURVEYOR 20,000

EXECUTION - FINISHES

55 NORTH E-002 1-Oct-13 20-Oct-15 25 75000 75000 75000

56 SOUTH E-002 1-Nov-13 30-Aug-15 22 75000 75000

57 TOWER A S-002 14-Aug-13 20-Sep-15 25 35000 35000 35000 35000

58 TOWER B S-002 30-Aug-13 30-Sep-15 25 35000 35000 35000 35000

59 TOWER C S-002 30-Aug-13 10-Oct-15 25 35000 35000 35000 35000

60 TOWER D S-002 15-Sep-13 20-Oct-15 25 35000 35000 35000

61 TOWER E,F,G S-003 15-Oct-13 10-Sep-15 23 40000 40000

62 TOWER H & J S-002 10-Nov-13 10-Sep-15 22 35000

63 TOWER A N-002 1-Aug-13 20-Sep-15 26 25000 25000 25000 25000 25000

64 TOWER B N-002 15-Aug-13 30-Sep-15 26 25000 25000 25000 25000

65 TOWER C N-002 15-Aug-13 10-Oct-15 26 22000 22000 22000 22000

66 TOWER D N-002 1-Sep-13 20-Oct-15 26 22000 22000 22000 22000

67 TOWER E N-002 1-Oct-13 10-Sep-15 23 22000 22000 22000

68 TOWER F N-002 15-Oct-13 10-Sep-15 23 22000 22000

69 TOWER G N-002 1-Nov-13 10-Sep-15 22 22000 22000

70 TOWER H N-002 1-Nov-13 10-Sep-15 22 22000 22000

71 TOWER J N-002 15-Nov-13 10-Sep-15 22 22000

SERVICES

72 E-003

73 E-002

74 E-001

75 S-003

76 S-003

77 S-002

78

79

80

81

82

ACCOUNTS & ADMIN

83 MR. JITENDER MANN E-003 1-May-13 20-Oct-15 30 80000 80000 80000 80000 80000 80000 80000 80000

84 S-002 1-Jun-13 20-Oct-15 29 32000 32000 32000 32000 32000 32000 32000

85 MR. AJAY SHARMA 20-Oct-12 20-Oct-15 36 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000

86 MR. SURESH SAHOO 1-Dec-12 31-Dec-14 25 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000

87 MR. DINESH NAGPAL 20-Oct-12 20-Oct-15 36 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000

88 MR. JITENDER 20-Oct-12 20-Oct-15 36 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000

PNM

89 MR. MIHR JHA E-003 20-Oct-12 20-Oct-15 36 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000

90 MR. ANAND VIVEK S-002 20-Oct-12 20-Oct-15 36 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000

91 MR. VINOD JOSHI S-002 1-May-13 31-Jan-15 21 32000 32000 32000 32000 32000 32000 32000 32000

92 N-002 20-Oct-12 20-Oct-15 36 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000

93 20-Oct-12 20-Oct-15 36 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000

94 MR. RAJEEV GUPTA 1-Feb-13 31-Jan-15 24 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000

QA/ QC

95 MR. ANIL KUMAR GANGWAL E-002 1-Apr-13 20-Oct-15 31 75000 75000 75000 75000 75000 75000 75000 75000 75000

96 S-003 1-Sep-13 31-Dec-14 16 38000 38000 38000 38000

97 MR. AKHILESH S-002 20-Oct-12 20-Oct-15 36 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000

98 20-Oct-12 20-Oct-15 36 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000

SAFETY

99 E-001 1-Jul-13 30-Nov-14 17 55000 55000 55000 55000 55000 55000

100 S-002 1-Apr-13 20-Oct-15 31 32000 32000 32000 32000 32000 32000 32000 32000 32000

101 MR. BRIJESH S-001 20-Oct-12 20-Oct-15 36 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000

102 MR. YASHVIR S-001 20-Oct-12 20-May-15 31 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000

STORE

103 MR. KHYAL SINGH E-002 20-Oct-12 20-Oct-15 36 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000

104 MR. VIKAS 20-Oct-12 20-Oct-15 36 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000

105 1-Jan-13 31-Jan-15 25 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000

105 - 819,000 1,037,000 1,130,000 1,145,000 1,303,000 1,732,000 2,059,500 2,379,500 2,951,500 2,976,500 3,188,500 3,320,500 3,501,500 3,558,500

- 819,000 1,037,000 1,130,000 1,145,000 1,303,000 1,957,160 2,327,235 2,688,835 3,335,195 3,363,445 3,603,005 3,752,165 3,956,695 4,021,105

4

MANAGER 75,000

ENGINEER 35,000

ENGINEER 35,000

MANAGER 75,000

ENGINEER 35,000

FOREMAN 25,000

FOREMAN 25,000

ENGINEER 35,000

ENGINEER 35,000

SR. ENGINEER 40,000

FOREMAN 22,000

FOREMAN 22,000

FOREMAN 22,000

FOREMAN 22,000

FOREMAN 22,000

FOREMAN 22,000

DY. MANAGER 65,000

SR.ENGINEER 43,000

SR. ENGINEER 45,000

FOREMAN 22,000

SR. MANAGER 85,000

MANAGER 75,000

FOREMAN 25,000

SUPERVISOR 16,000

SUPERVISOR 16,000

ENGINEER 38,000

FOREMAN 25,000

FOREMAN 25,000

IT 20,000

ACCOUNTS MANAGER 60,000

TIME KEEPER 14,000

ADMIN MANAGER 80,000

ADMIN OFFICER 32,000

ADMIN ASST 24,000

FOREMAN 22,000

SUPERVISOR 14,000

BATCHING PLANT OPER. 15,000

SR. MANAGER 90,000

ENGINEER 36,000

ENGINEER 32,000

LAB ASST 12,000

DY. MANAGER 55,000

SAFETY OFFICER 32,000

MANAGER 75,000

SR. ENGINEER 38,000

ENGINEER 33,000

ASST. STORE 15,000

ASST. STORE 15,000

ASST. SAFETY 26,000

ASST. SAFETY 26,000

MANAGER 65,000

PROJECT BASED/OSE

TIME KEEPER

TOTAL STAFF 4,016,500

ELECTRICIANSAFETY STEWARD

FOREMAN - MECHSUPERVISOR - MECHELECTRICIAN

16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 Jan-15 Feb-15 Mar-15 Apr-15 May-15 Jun-15 Jul-15 Aug-15 Sep-15 Oct-15 Total

-

200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 200000 5,600,000

110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 3,960,000

110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 110000 3,300,000

-

80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 2,480,000

12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 216,000

75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 2,100,000

-

90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 2,790,000

42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 42000 1,176,000

45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 990,000

60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 2,100,000

50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 50000 1,550,000

75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 2,325,000

45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 45000 1,215,000

33000 33000 33000 33000 33000 33000 429,000

10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 10000 300,000

-

75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 2,700,000

75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 2,400,000

75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 2,175,000

38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 1,026,000

38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 1,026,000

38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 1,064,000

40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 1,040,000

38000 38000 38000 38000 38000 38000 684,000

33000 33000 33000 33000 33000 33000 33000 462,000

33000 33000 33000 33000 33000 33000 33000 462,000

33000 33000 33000 33000 33000 33000 396,000

33000 33000 33000 33000 33000 33000 396,000

40000 40000 40000 40000 40000 40000 40000 40000 40000 680,000

40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 680,000

28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 756,000

28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 728,000

28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 28000 672,000

25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 600,000

25000 25000 25000 25000 25000 25000 375,000

25000 25000 25000 25000 25000 25000 25000 400,000

25000 25000 25000 25000 25000 25000 25000 350,000

25000 25000 25000 25000 25000 25000 300,000

25000 25000 25000 25000 25000 25000 300,000

22000 22000 22000 22000 22000 22000 22000 22000 22000 374,000

22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 374,000

15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 540,000

15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 525,000

15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 480,000

15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 480,000

13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 418,500

13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 418,500

13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 391,500

13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 378,000

13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 378,000

13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 405,000

13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 13500 391,500

40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 1,440,000

20000 20000 20000 20000 20000 20000 20000 300,000

PERMANENT CADRE

STAFF DEPLOYMENT SCHEDULE

Project Duration

-

75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 1,875,000

75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 1,650,000

35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 875,000

35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 875,000

35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 910,000

35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 875,000

40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 40000 920,000

35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 35000 770,000

25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 650,000

25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 25000 625,000

22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 572,000

22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 572,000

22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 528,000

22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 506,000

22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 506,000

22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 506,000

22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 484,000

-

-

-

-

-

-

-

-

-

-

-

-

-

80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 80000 2,400,000

32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 928,000

24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 24000 864,000

20000 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000 20000 500,000

60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 60000 2,160,000

14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 504,000

-

90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 90000 3,240,000

36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 36000 1,296,000

32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 672,000

22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 22000 792,000

14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 14000 504,000

15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 360,000

-

75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 75000 2,325,000

38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 38000 608,000

33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 33000 1,188,000

12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 12000 432,000

-

55000 55000 55000 55000 55000 55000 55000 55000 55000 55000 55000 935,000

32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 32000 992,000

26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 936,000

26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 26000 806,000

-

65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 65000 2,340,000

15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 540,000

15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 15000 375,000

-

3,558,500 3,558,500 3,558,500 3,558,500 3,558,500 3,558,500 3,346,500 3,210,500 3,210,500 3,148,500 3,086,500 3,031,500 2,961,500 2,767,500 2,591,500 2,591,500 2,546,500 2,520,500 2,470,500 2,470,500 2,395,500 2,090,500 96,893,000

4,021,105 4,021,105 4,021,105 4,543,849 4,543,849 4,543,849 4,273,146 4,099,487 4,099,487 4,020,320 3,941,152 3,870,922 3,781,539 3,533,821 3,309,086 3,739,268 3,674,337 3,636,822 3,564,677 3,564,677 3,456,460 3,016,376 119,715,279

-

- PROJECT BASED/OSE

1 Material rates sheet rates to be updated

4 Brick work rate changed to Rs 500 per cum from Rs 450

5 Tiling rate changed from 18 to 20 per sqft

6 To be checked for Quantity Variation

PCC

7 Plaster lift 4%

8 Fire door rates to be checked

9 No fuel considered for pumps in Tender

Sl.NO Description Quantity Tender Rate PSE Rate

Tendor Provision (in

Cr)

PSE Provision (in

Cr)

Difference

(in Cr) %

1 PNM Cost 11.97 17.69 5.72 1.58

Material

2 Reinforcement - Chair & Spacer 10013 1,380.00 1.38 1.38 0.38

Labour Cost

3 Formwork 446,832 170 205.78 7.61 9.19 1.59 0.44

4 Rough Finishes Plaster 388,090 111 135 4.31 5.23 0.93 0.26

IDC

5 Staff Salary 8.48 11.97 3.49 0.96

6 Repair & Maintenance of PNM 0.1 0.68 0.58 0.16

13.68 3.77

Project : DLF Primus

MEP Work done Sheet ( Provisional Sums)

Sl.NO Description Work Value

1 DC Cost 1,008,470,282

2 SPCL Margin 73,557,822

3 WCT 45,445,180

4 Client Billing 1,127,473,285

73,557,822

323,557,822

32.35578224

8.91982749

250000000

73,557,822

323,557,822

32.35578224

8.91982749

1 Office IT Setup

Department

Computer

with UPS Laptop Printer Scanner Fax

1 Project Coordinator 1

2 Project Incharge 1

3 Project Manager 1

4 Planning 2 1

5 Billing / BBS 6 1 1

6 Services 2

7 Execution 1

8 Quality 1

9 Plant & Machinery 1

10 Stores 2 1

11 Accounts 1

12 Admin / Safety 1 1 1

17 2 4 2 1

Hard Disk Xerox Pen Drive

Mobile

Reimbursem

ent

5,000

1 1 2,000

1 1,500

1 1 1,600

1 1,600

1 2,000

12,000

1,200

1,600

1,000

800

1 1 1 2,400

2 2 6 32,700

DLF Primus - PSE 1.10

Documents

Transcript of DLF Primus - PSE 1.10