dlf primus - pse 1.10
TRANSCRIPT
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
ITEM DESCRIPTION UOM QTY TENDER
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
3.009 Cent.&Shutt. Column 5th To 6th Floor Sqm 5,207.00 357.65 1,862,264.70 463.73 2,414,634.75 8.0 41656.0 4.0 20828.0 201.8 1050656.9 15.4 79953.5 14.6 76000.3 85.0 442595.0 135.0 702945.0
3.010 Cent.&Shutt. Column 6th To 7th Floor Sqm 5,207.00 361.65 1,883,092.70 463.73 2,414,634.75 8.0 41656.0 4.0 20828.0 201.8 1050656.9 15.4 79953.5 14.6 76000.3 85.0 442595.0 135.0 702945.0
3.011 Cent.&Shutt. Column 7th To 8th Floor Sqm 5,207.00 365.65 1,903,920.70 463.73 2,414,634.75 8.0 41656.0 4.0 20828.0 201.8 1050656.9 15.4 79953.5 14.6 76000.3 85.0 442595.0 135.0 702945.0
3.012 Cent.&Shutt. Column 8th To 9th Floor Sqm 5,207.00 369.65 1,924,748.70 463.73 2,414,634.75 8.0 41656.0 4.0 20828.0 201.8 1050656.9 15.4 79953.5 14.6 76000.3 85.0 442595.0 135.0 702945.0
3.013 Cent.&Shutt. Column 9th To 10th Floor Sqm 5,207.00 373.65 1,945,576.70 463.73 2,414,634.75 8.0 41656.0 4.0 20828.0 201.8 1050656.9 15.4 79953.5 14.6 76000.3 85.0 442595.0 135.0 702945.0
3.014 Cent.&Shutt. Column 10th To 11th Floor Sqm 5,207.00 377.65 1,966,404.70 463.73 2,414,634.75 8.0 41656.0 4.0 20828.0 201.8 1050656.9 15.4 79953.5 14.6 76000.3 85.0 442595.0 135.0 702945.0
3.015 Cent.&Shutt. Column 11th To 12th Floor Sqm 5,100.00 381.65 1,946,396.54 463.73 2,365,015.79 8.0 40800.0 4.0 20400.0 201.8 1029066.7 15.4 78310.5 14.6 74438.6 85.0 433500.0 135.0 688500.0
3.016 Cent.&Shutt. Column 12th To 13th Floor Sqm 5,100.00 385.65 1,966,796.54 463.73 2,365,015.79 8.0 40800.0 4.0 20400.0 201.8 1029066.7 15.4 78310.5 14.6 74438.6 85.0 433500.0 135.0 688500.0
3.017 Cent.&Shutt. Column 13th To 14th Floor Sqm 4,903.00 389.65 1,910,436.20 463.73 2,273,661.26 8.0 39224.0 4.0 19612.0 201.8 989316.4 15.4 75285.6 14.6 71563.2 85.0 416755.0 135.0 661905.0
3.018 Cent.&Shutt. Column 14th To 15th Floor Sqm 4,450.00 393.65 1,751,726.39 463.73 2,063,592.21 8.0 35600.0 4.0 17800.0 201.8 897911.1 15.4 68329.8 14.6 64951.3 85.0 378250.0 135.0 600750.0
3.019 Cent.&Shutt. Column 15th To 16th Floor Sqm 4,262.00 397.65 1,694,768.87 463.73 1,976,411.23 8.0 34096.0 4.0 17048.0 201.8 859976.9 15.4 65443.0 14.6 62207.3 85.0 362270.0 135.0 575370.0
3.020 Cent.&Shutt. Column 16th To 17th Floor Sqm 4,262.00 401.65 1,711,816.87 463.73 1,976,411.23 8.0 34096.0 4.0 17048.0 201.8 859976.9 15.4 65443.0 14.6 62207.3 85.0 362270.0 135.0 575370.0
3.021 Cent.&Shutt. Column 17th To 18th Floor Sqm 3,423.00 405.65 1,388,527.56 463.73 1,587,342.95 8.0 27384.0 4.0 13692.0 201.8 690685.3 15.4 52560.2 14.6 49961.4 85.0 290955.0 135.0 462105.0
3.022 Cent.&Shutt. Column 18th To 19th Floor Sqm 2,777.00 409.65 1,137,588.00 463.73 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
3.023 Cent.&Shutt. Column 19th To 20th Floor Sqm 2,777.00 413.65 1,148,696.00 463.73 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
3.024 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
3.025 Cent.&Shutt. Column 21st To 22nd Floor Sqm 2,777.00 421.65 1,170,912.00 463.73 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
3.028 Cent.&Shutt. Column 24th To 25th Floor Sqm 2,777.00 433.65 1,204,236.00 463.73 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
3.029 Cent.&Shutt. Column 25th To 26th Floor Sqm 2,777.00 437.65 1,215,344.00 463.73 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
3.030 Cent.&Shutt. Column 26th To 27th Floor Sqm 2,777.00 441.65 1,226,452.00 463.73 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
3.031 Cent.&Shutt. Column 27th To 28th Floor Sqm 2,777.00 445.65 1,237,560.00 463.73 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
3.032 Cent.&Shutt. Column 28th To 29th Floor Sqm 2,777.00 449.65 1,248,668.00 463.73 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
3.033 Cent.&Shutt. Column 29th To 30th Floor Sqm 2,777.00 453.65 1,259,776.00 463.73 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
3.035 Cent.&Shutt. Column 31st To 32nd Floor Sqm 2,513.00 461.65 1,160,117.35 463.73 1,165,349.94 8.0 20104.0 4.0 10052.0 201.8 507067.6 15.4 38587.1 14.6 36679.2 85.0 213605.0 135.0 339255.0
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
3.042 Cent.&Shutt. Wall overheadwater talk wall 14th To 15th Floor Sqm 267.00 417.65 111,511.58 478.73 127,820.53 8.0 2136.0 19.0 5073.0 201.8 53874.7 15.4 4099.8 14.6 3897.1 85.0 22695.0 135.0 36045.0
3.043 Cent.&Shutt. Wall overheadwater talk wall 17th To 18th Floor Sqm 387.00 429.65 166,273.15 478.73 185,267.96 8.0 3096.0 19.0 7353.0 201.8 78088.0 15.4 5942.4 14.6 5648.6 85.0 32895.0 135.0 52245.0
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
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
3.052 Cent.&Shutt. Staircases 5th To 6th Floor Sqm 330.69 387.65 128,192.28 483.73 159,966.08 8.0 2645.6 24.0 7936.7 201.8 66726.7 15.4 5077.8 14.6 4826.7 85.0 28109.0 135.0 44643.7
3.053 Cent.&Shutt. Staircases 6th To 7th Floor Sqm 284.95 391.65 111,598.29 483.73 137,836.80 8.0 2279.6 24.0 6838.7 201.8 57495.9 15.4 4375.4 14.6 4159.0 85.0 24220.5 135.0 38467.8
3.054 Cent.&Shutt. Staircases 7th To 8th Floor Sqm 284.95 395.65 112,738.08 483.73 137,836.80 8.0 2279.6 24.0 6838.7 201.8 57495.9 15.4 4375.4 14.6 4159.0 85.0 24220.5 135.0 38467.8
3.055 Cent.&Shutt. Staircases 8th To 9th Floor Sqm 284.95 399.65 113,877.87 483.73 137,836.80 8.0 2279.6 24.0 6838.7 201.8 57495.9 15.4 4375.4 14.6 4159.0 85.0 24220.5 135.0 38467.8
3.056 Cent.&Shutt. Staircases 9th To 10th Floor Sqm 284.95 403.65 115,017.65 483.73 137,836.80 8.0 2279.6 24.0 6838.7 201.8 57495.9 15.4 4375.4 14.6 4159.0 85.0 24220.5 135.0 38467.8
3.057 Cent.&Shutt. Staircases 10th To 11th Floor Sqm 284.95 407.65 116,157.44 483.73 137,836.80 8.0 2279.6 24.0 6838.7 201.8 57495.9 15.4 4375.4 14.6 4159.0 85.0 24220.5 135.0 38467.8
3.058 Cent.&Shutt. Staircases 11th To 12th Floor Sqm 284.95 411.65 117,297.22 483.73 137,836.80 8.0 2279.6 24.0 6838.7 201.8 57495.9 15.4 4375.4 14.6 4159.0 85.0 24220.5 135.0 38467.8
3.059 Cent.&Shutt. Staircases 12th To 13th Floor Sqm 284.95 415.65 118,437.01 483.73 137,836.80 8.0 2279.6 24.0 6838.7 201.8 57495.9 15.4 4375.4 14.6 4159.0 85.0 24220.5 135.0 38467.8
3.060 Cent.&Shutt. Staircases 13th To 14th Floor Sqm 284.95 419.65 119,576.80 483.73 137,836.80 8.0 2279.6 24.0 6838.7 201.8 57495.9 15.4 4375.4 14.6 4159.0 85.0 24220.5 135.0 38467.8
3.061 Cent.&Shutt. Staircases 14th To 15th Floor Sqm 284.95 423.65 120,716.58 483.73 137,836.80 8.0 2279.6 24.0 6838.7 201.8 57495.9 15.4 4375.4 14.6 4159.0 85.0 24220.5 135.0 38467.8
3.062 Cent.&Shutt. Staircases 15th To 16th Floor Sqm 251.98 427.65 107,758.32 483.73 121,889.91 8.0 2015.8 24.0 6047.5 201.8 50844.0 15.4 3869.2 14.6 3677.8 85.0 21418.3 135.0 34017.3
3.063 Cent.&Shutt. Staircases 16th To 17th Floor Sqm 251.98 431.65 108,766.24 483.73 121,889.91 8.0 2015.8 24.0 6047.5 201.8 50844.0 15.4 3869.2 14.6 3677.8 85.0 21418.3 135.0 34017.3
3.064 Cent.&Shutt. Staircases 17th To 18th Floor Sqm 251.98 435.65 109,774.16 483.73 121,889.91 8.0 2015.8 24.0 6047.5 201.8 50844.0 15.4 3869.2 14.6 3677.8 85.0 21418.3 135.0 34017.3
3.065 Cent.&Shutt. Staircases 18th To 19th Floor Sqm 181.75 439.65 79,905.15 483.73 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
3.066 Cent.&Shutt. Staircases 19th To 20th Floor Sqm 181.75 443.65 80,632.14 483.73 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
3.067 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
3.071 Cent.&Shutt. Staircases 24th To 25th Floor Sqm 181.75 463.65 84,267.11 483.73 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
3.072 Cent.&Shutt. Staircases 25th To 26th Floor Sqm 181.75 467.65 84,994.11 483.73 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
3.073 Cent.&Shutt. Staircases 26th To 27th Floor Sqm 181.75 471.65 85,721.10 483.73 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
3.074 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
3.075 Cent.&Shutt. Staircases 28th To 29th Floor Sqm 181.75 479.65 87,175.09 483.73 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
3.076 Cent.&Shutt. Staircases 29th To 30th Floor Sqm 181.75 483.65 87,902.09 483.73 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
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
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
3.089 Cent.&Shutt. Beam/Lintel 6th Floor Level Sqm 3,239.28 371.65 1,203,865.84 463.73 1,502,145.68 8.0 25914.2 4.0 12957.1 201.8 653614.3 15.4 49739.1 14.6 47279.9 85.0 275338.6 135.0 437302.5
3.090 Cent.&Shutt. Beam/Lintel 7th Floor Level Sqm 3,222.40 375.65 1,210,481.67 463.73 1,494,317.48 8.0 25779.2 4.0 12889.6 201.8 650208.1 15.4 49479.9 14.6 47033.5 85.0 273903.7 135.0 435023.6
3.091 Cent.&Shutt. Beam/Lintel 8th Floor Level Sqm 3,261.13 379.65 1,238,076.29 463.73 1,512,279.31 8.0 26089.0 4.0 13044.5 201.8 658023.6 15.4 50074.7 14.6 47598.8 85.0 277196.1 135.0 440252.6
3.092 Cent.&Shutt. Beam/Lintel 9th Floor Level Sqm 3,212.46 383.65 1,232,450.27 463.73 1,489,711.49 8.0 25699.7 4.0 12849.9 201.8 648203.9 15.4 49327.4 14.6 46888.5 85.0 273059.5 135.0 433682.7
3.093 Cent.&Shutt. Beam/Lintel 10th Floor Level Sqm 3,189.00 387.65 1,236,205.94 463.73 1,478,832.42 8.0 25512.0 4.0 12756.0 201.8 643470.2 15.4 48967.2 14.6 46546.1 85.0 271065.4 135.0 430515.6
3.094 Cent.&Shutt. Beam/Lintel 11th Floor Level Sqm 3,189.00 391.65 1,248,961.96 463.73 1,478,832.42 8.0 25512.0 4.0 12756.0 201.8 643470.2 15.4 48967.2 14.6 46546.1 85.0 271065.4 135.0 430515.6
3.095 Cent.&Shutt. Beam/Lintel 12th Floor Level Sqm 3,189.00 395.65 1,261,717.98 463.73 1,478,832.42 8.0 25512.0 4.0 12756.0 201.8 643470.2 15.4 48967.2 14.6 46546.1 85.0 271065.4 135.0 430515.6
3.096 Cent.&Shutt. Beam/Lintel 13th Floor Level Sqm 3,189.00 399.65 1,274,474.00 463.73 1,478,832.42 8.0 25512.0 4.0 12756.0 201.8 643470.2 15.4 48967.2 14.6 46546.1 85.0 271065.4 135.0 430515.6
3.097 Cent.&Shutt. Beam/Lintel 14th Floor Level Sqm 3,230.08 403.65 1,303,810.97 463.73 1,497,881.43 8.0 25840.7 4.0 12920.3 201.8 651758.8 15.4 49597.9 14.6 47145.6 85.0 274557.0 135.0 436061.1
3.098 Cent.&Shutt. Beam/Lintel 15th Floor Level Sqm 2,823.79 407.65 1,151,107.60 463.73 1,309,471.95 8.0 22590.3 4.0 11295.2 201.8 569778.0 15.4 43359.3 14.6 41215.5 85.0 240022.1 135.0 381211.6
3.099 Cent.&Shutt. Beam/Lintel 16th Floor Level Sqm 2,545.82 411.65 1,047,976.92 463.73 1,180,568.76 8.0 20366.5 4.0 10183.3 201.8 513689.6 15.4 39091.1 14.6 37158.3 85.0 216394.6 135.0 343685.5
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
3.102 Cent.&Shutt. Beam/Lintel 19th Floor Level Sqm 1,952.91 423.65 827,342.52 463.73 905,619.39 8.0 15623.3 4.0 7811.6 201.8 394053.5 15.4 29986.9 14.6 28504.3 85.0 165997.2 135.0 263642.6
3.103 Cent.&Shutt. Beam/Lintel 20th Floor Level Sqm 1,668.34 427.65 713,458.08 463.73 773,655.34 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
3.104 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
3.107 Cent.&Shutt. Beam/Lintel 24th Floor Level Sqm 1,668.34 443.65 740,151.46 463.73 773,655.34 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
3.108 Cent.&Shutt. Beam/Lintel 25th Floor Level Sqm 1,668.34 447.65 746,824.81 463.73 773,655.34 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
3.109 Cent.&Shutt. Beam/Lintel 26th Floor Level Sqm 1,668.34 451.65 753,498.15 463.73 773,655.34 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
3.110 Cent.&Shutt. Beam/Lintel 27th Floor Level Sqm 1,668.34 455.65 760,171.50 463.73 773,655.34 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
3.111 Cent.&Shutt. Beam/Lintel 28th Floor Level Sqm 1,668.34 459.65 766,844.85 463.73 773,655.34 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
3.112 Cent.&Shutt. Beam/Lintel 29th Floor Level Sqm 1,668.34 463.65 773,518.19 463.73 773,655.34 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
3.113 Cent.&Shutt. Beam/Lintel 30th Floor Level Sqm 1,668.34 467.65 780,191.54 463.73 773,655.34 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
3.117 Cent.&Shutt. Beam/Lintel 34th Floor Level Sqm 1,385.81 483.65 670,244.22 463.73 642,641.85 8.0 11086.5 4.0 5543.3 201.8 279626.6 15.4 21279.2 14.6 20227.1 85.0 117794.2 135.0 187085.0
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
3.124 Cent.&Shutt. slab (steel plates)at 5th Floor Level Sqm 4,115.30 357.65 1,471,823.90 463.73 1,908,384.52 8.0 32922.4 4.0 16461.2 201.8 830377.1 15.4 63190.5 14.6 60066.2 85.0 349800.9 135.0 555566.2
3.125 Cent.&Shutt. slab (steel plates)at 6th Floor Level Sqm 3,609.01 361.65 1,305,186.46 463.73 1,673,602.46 8.0 28872.1 4.0 14436.1 201.8 728218.6 15.4 55416.4 14.6 52676.4 85.0 306766.1 135.0 487216.7
3.126 Cent.&Shutt. slab (steel plates)at 7th Floor Level Sqm 3,647.15 365.65 1,333,567.16 463.73 1,691,287.67 8.0 29177.2 4.0 14588.6 201.8 735913.8 15.4 56002.0 14.6 53233.1 85.0 310007.7 135.0 492365.2
3.127 Cent.&Shutt. slab (steel plates)at 8th Floor Level Sqm 3,617.91 369.65 1,337,349.15 463.73 1,677,730.57 8.0 28943.3 4.0 14471.7 201.8 730014.8 15.4 55553.1 14.6 52806.4 85.0 307522.8 135.0 488418.5
3.128 Cent.&Shutt. slab (steel plates)at 9th Floor Level Sqm 3,608.10 373.65 1,348,155.34 463.73 1,673,181.39 8.0 28864.8 4.0 14432.4 201.8 728035.4 15.4 55402.5 14.6 52663.2 85.0 306688.9 135.0 487094.2
3.129 Cent.&Shutt. slab (steel plates)at 10th Floor Level Sqm 3,585.99 377.65 1,354,238.00 463.73 1,662,928.35 8.0 28688.0 4.0 14344.0 201.8 723574.1 15.4 55063.0 14.6 52340.5 85.0 304809.6 135.0 484109.3
3.130 Cent.&Shutt. slab (steel plates)at 11th Floor Level Sqm 3,585.99 381.65 1,368,581.98 463.73 1,662,928.35 8.0 28688.0 4.0 14344.0 201.8 723574.1 15.4 55063.0 14.6 52340.5 85.0 304809.6 135.0 484109.3
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
3.131 Cent.&Shutt. slab (steel plates)at 12th Floor Level Sqm 3,585.99 385.65 1,382,925.96 463.73 1,662,928.35 8.0 28688.0 4.0 14344.0 201.8 723574.1 15.4 55063.0 14.6 52340.5 85.0 304809.6 135.0 484109.3
3.132 Cent.&Shutt. slab (steel plates)at 13th Floor Level Sqm 3,585.99 389.65 1,397,269.94 463.73 1,662,928.35 8.0 28688.0 4.0 14344.0 201.8 723574.1 15.4 55063.0 14.6 52340.5 85.0 304809.6 135.0 484109.3
3.133 Cent.&Shutt. slab (steel plates)at 14th Floor Level Sqm 3,124.12 393.65 1,229,797.49 463.73 1,448,742.53 8.0 24992.9 4.0 12496.5 201.8 630377.5 15.4 47970.8 14.6 45599.0 85.0 265550.0 135.0 421755.8
3.134 Cent.&Shutt. slab (steel plates)at 15th Floor Level Sqm 3,122.81 397.65 1,241,772.26 463.73 1,448,134.12 8.0 24982.4 4.0 12491.2 201.8 630112.7 15.4 47950.7 14.6 45579.8 85.0 265438.5 135.0 421578.7
3.135 Cent.&Shutt. slab (steel plates)at 16th Floor Level Sqm 3,060.45 401.65 1,229,220.59 463.73 1,419,220.37 8.0 24483.6 4.0 12241.8 201.8 617531.8 15.4 46993.3 14.6 44669.8 85.0 260138.7 135.0 413161.4
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
3.138 Cent.&Shutt. slab (steel plates)at 19th Floor Level Sqm 1,999.46 413.65 827,069.87 463.73 927,207.29 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
3.139 Cent.&Shutt. slab (steel plates)at 20th Floor Level Sqm 1,999.46 417.65 835,067.71 463.73 927,207.29 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
3.140 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
3.143 Cent.&Shutt. slab (steel plates)at 24th Floor Level Sqm 1,999.46 433.65 867,059.09 463.73 927,207.29 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
3.144 Cent.&Shutt. slab (steel plates)at 25th Floor Level Sqm 1,999.46 437.65 875,056.93 463.73 927,207.29 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
3.145 Cent.&Shutt. slab (steel plates)at 26th Floor Level Sqm 1,999.46 441.65 883,054.78 463.73 927,207.29 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
3.146 Cent.&Shutt. slab (steel plates)at 27th Floor Level Sqm 1,999.46 445.65 891,052.62 463.73 927,207.29 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
3.147 Cent.&Shutt. slab (steel plates)at 28th Floor Level Sqm 1,999.46 449.65 899,050.47 463.73 927,207.29 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
3.148 Cent.&Shutt. slab (steel plates)at 29th Floor Level Sqm 1,999.46 453.65 907,048.31 463.73 927,207.29 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
3.149 Cent.&Shutt. slab (steel plates)at 30th Floor Level Sqm 1,999.46 457.65 915,046.16 463.73 927,207.29 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 - -
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
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
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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
5.011 P&L RCC M-35 In Column for foundn to 1st basement floor Cum 318.00 5,093.35 1,619,685.88 4944.96 1,572,498.36 3773.3 1199900.9 35.0 11130.0 281.8 89624.7 399.5 127029.1 445.4 141633.6 10.0 3180.0
5.012 P&L RCC M-40 In Column for foundn to 1st basement floor Cum 439.00 5,489.35 2,409,825.46 5177.59 2,272,963.50 4005.9 1758591.6 35.0 15365.0 281.8 123727.2 399.5 175364.0 445.4 195525.7 10.0 4390.0
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
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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
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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
5.024 P&L RCC M-40 In Column From 2nd To 3rd Floor Cum 330.22 5,375.83 1,775,208.02 5177.59 1,709,744.89 4005.9 1322829.4 35.0 11557.7 281.8 93068.8 399.5 131910.5 445.4 147076.3 10.0 3302.2
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
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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
5.0270 P&L RCC M-40 In Column From 3rd To 4th Floor Cum 330.22 5,381.09 1,776,942.16 5177.59 1,709,744.89 4005.9 1322829.4 35.0 11557.7 281.8 93068.8 399.5 131910.5 445.4 147076.3 10.0 3302.2
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
5.031 P&L RCC M-40 In Column From 4th To 5th Floor Cum 330.22 5,386.49 1,778,728.31 5177.59 1,709,744.89 4005.9 1322829.4 35.0 11557.7 281.8 93068.8 399.5 131910.5 445.4 147076.3 10.0 3302.2
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
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5.033 P&L RCC M-30 In Column From 5th To 6th Floor Cum 225.78 4,826.07 1,089,629.20 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
5.034 P&L RCC M-40 In Column From 5th To 6th Floor Cum 248.21 5,392.07 1,338,364.72 5177.59 1,285,130.46 4005.9 994305.3 35.0 8687.4 281.8 69955.2 399.5 99150.6 445.4 110550.0 10.0 2482.1
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
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5.036 P&L RCC M-30 In Column From 6th To 7th Floor Cum 225.78 4,831.80 1,090,924.82 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
5.037 P&L RCC M-35 In Column From 6th To 7th Floor Cum 330.22 5,001.80 1,651,695.88 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
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5.038 P&L RCC M-30 In Column From 7th To 8th Floor Cum 225.78 4,837.72 1,092,259.30 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
5.039 P&L RCC M-35 In Column From 7th To 8th Floor Cum 330.22 5,007.72 1,653,647.66 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
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ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
5.040 P&L RCC M-35 In Column From 8th To 9th Floor Cum 330.22 5,013.80 1,655,658.00 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
5.041 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
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5.042 P&L RCC M-35 In Column From 9th To 10th Floor Cum 330.22 5,020.07 1,657,728.65 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
5.043 P&L RCC M-30 In Column From 9th To 10th Floor Cum 225.78 4,850.07 1,095,049.58 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
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5.044 P&L RCC M-25 In Column From 10th To 11th Floor Cum 225.78 4,626.53 1,044,578.41 4666.47 1,053,596.37 3494.8 789052.2 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
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5.046 P&L RCC M-35 In Column From 11th To 12th Floor Cum 330.22 5,033.18 1,662,058.17 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
5.047 P&L RCC M-25 In Column From 11th To 12th Floor Cum 212.48 4,633.18 984,459.03 4666.47 991,532.27 3494.8 742571.6 35.0 7436.8 281.8 59885.1 399.5 84877.8 445.4 94636.2 10.0 2124.8
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5.048 P&L RCC M-35 In Column From 12th To 13th Floor Cum 330.22 5,040.04 1,664,320.82 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
5.049 P&L RCC M-25 In Column From 12th To 13th Floor Cum 212.48 4,640.04 985,914.93 4666.47 991,532.27 3494.8 742571.6 35.0 7436.8 281.8 59885.1 399.5 84877.8 445.4 94636.2 10.0 2124.8
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5.050 P&L RCC M-35 In Column From 13th To 14th Floor Cum 248.21 5,047.09 1,252,739.18 4944.96 1,227,389.37 3773.3 936564.2 35.0 8687.4 281.8 69955.2 399.5 99150.6 445.4 110550.0 10.0 2482.1
5.051 P&L RCC M-25 In Column From 13th To 14th Floor Cum 187.87 4,647.09 873,049.53 4666.47 876,690.36 3494.8 656565.0 35.0 6575.5 281.8 52949.0 399.5 75047.0 445.4 83675.2 10.0 1878.7
5.052 P&L RCC M-30 In Column From 13th To 14th Floor Cum 82.01 4,877.09 399,970.47 5003.67 410,351.26 3832.0 314261.0 35.0 2870.4 281.8 23113.6 399.5 32759.9 445.4 36526.3 10.0 820.1
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5.053 P&L RCC M-25 In Column From 14th To 15th Floor Cum 158.08 4,654.36 735,761.73 4666.47 737,676.12 3494.8 552455.4 35.0 5532.8 281.8 44553.1 399.5 63147.0 445.4 70407.1 10.0 1580.8
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
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5.055 P&L RCC M-30 In Column From 15th To 16th Floor Cum 330.22 4,891.85 1,615,386.86 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
5.056 P&L RCC M-25 In Column From 15th To 16th Floor Cum 149.32 4,661.85 696,107.51 4666.47 696,797.81 3494.8 521841.1 35.0 5226.2 281.8 42084.2 399.5 59647.7 445.4 66505.5 10.0 1493.2
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5.057 P&L RCC M-30 In Column From 16th To 17th Floor Cum 330.22 4,899.56 1,617,933.50 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
5.058 P&L RCC M-25 In Column From 16th To 17th Floor Cum 145.46 4,669.56 679,234.55 4666.47 678,785.22 3494.8 508351.2 35.0 5091.1 281.8 40996.3 399.5 58105.8 445.4 64786.3 10.0 1454.6
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5.059 P&L RCC M-30 In Column From 17th To 18th Floor Cum 330.00 4,907.51 1,619,476.88 5003.67 1,651,212.22 3832.0 1264554.5 35.0 11550.0 281.8 93006.8 399.5 131822.6 445.4 146978.3 10.0 3300.0
5.060 P&L RCC M-25 In Column From 17th To 18th Floor Cum 64.00 4,677.51 299,360.37 4666.47 298,654.30 3494.8 223666.1 35.0 2240.0 281.8 18037.7 399.5 25565.6 445.4 28504.9 10.0 640.0
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5.060 P&L RCC M-30 In Column From 18th To 19th Floor Cum 330.22 4,915.69 1,623,258.26 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
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5.061 P&L RCC M-30 In Column From 19th To 20th Floor Cum 330.22 4,924.11 1,626,041.04 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
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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
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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
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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
5.065 P&L RCC M-25 In Column From 22nd To 23rd Floor Cum 330.22 4,720.94 1,558,970.16 4666.47 1,540,983.01 3494.8 1154062.5 35.0 11557.9 281.8 93070.0 399.5 131912.2 445.4 147078.2 10.0 3302.2
5.066 P&L RCC M-25 In Column From 23rd To 24th Floor Cum 330.22 4,730.43 1,562,102.25 4666.47 1,540,983.01 3494.8 1154062.5 35.0 11557.9 281.8 93070.0 399.5 131912.2 445.4 147078.2 10.0 3302.2
5.067 P&L RCC M-25 In Column From 24th To 25th Floor Cum 330.22 4,740.20 1,565,328.29 4666.47 1,540,983.01 3494.8 1154062.5 35.0 11557.9 281.8 93070.0 399.5 131912.2 445.4 147078.2 10.0 3302.2
5.068 P&L RCC M-25 In Column From 25th To 26th Floor Cum 330.22 4,750.26 1,568,651.12 4666.47 1,540,983.01 3494.8 1154062.5 35.0 11557.9 281.8 93070.0 399.5 131912.2 445.4 147078.2 10.0 3302.2
5.069 P&L RCC M-25 In Column From 26th To 27th Floor Cum 330.22 4,760.62 1,572,073.63 4666.47 1,540,983.01 3494.8 1154062.5 35.0 11557.9 281.8 93070.0 399.5 131912.2 445.4 147078.2 10.0 3302.2
5.070 P&L RCC M-25 In Column From 27th To 28th Floor Cum 330.22 4,771.30 1,575,598.82 4666.47 1,540,983.01 3494.8 1154062.5 35.0 11557.9 281.8 93070.0 399.5 131912.2 445.4 147078.2 10.0 3302.2
5.071 P&L RCC M-25 In Column From 28th To 29th Floor Cum 330.22 4,782.29 1,579,229.76 4666.47 1,540,983.01 3494.8 1154062.5 35.0 11557.9 281.8 93070.0 399.5 131912.2 445.4 147078.2 10.0 3302.2
5.072 P&L RCC M-25 In Column From 29th To 30th Floor Cum 330.22 4,793.62 1,582,969.63 4666.47 1,540,983.01 3494.8 1154062.5 35.0 11557.9 281.8 93070.0 399.5 131912.2 445.4 147078.2 10.0 3302.2
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
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
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
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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
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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
5.088 P&L RCC M-25 In Staircases From 5th To 6th Floor Cum 46.24 4,596.07 212,541.67 4666.47 215,797.61 3494.8 161613.7 35.0 1618.5 281.8 13033.4 399.5 18472.8 445.4 20596.7 10.0 462.4
5.089 P&L RCC M-25 In Staircases From 6th To 7th Floor Cum 40.06 4,601.80 184,355.46 4666.47 186,946.20 3494.8 140006.5 35.0 1402.2 281.8 11290.9 399.5 16003.1 445.4 17843.0 10.0 400.6
5.090 P&L RCC M-25 In Staircases From 7th To 8th Floor Cum 40.06 4,607.72 184,592.24 4666.47 186,946.20 3494.8 140006.5 35.0 1402.2 281.8 11290.9 399.5 16003.1 445.4 17843.0 10.0 400.6
5.091 P&L RCC M-25 In Staircases From 8th To 9th Floor Cum 40.06 4,613.80 184,836.13 4666.47 186,946.20 3494.8 140006.5 35.0 1402.2 281.8 11290.9 399.5 16003.1 445.4 17843.0 10.0 400.6
5.092 P&L RCC M-25 In Staircases From 9th To 10th Floor Cum 40.06 4,620.07 185,087.34 4666.47 186,946.20 3494.8 140006.5 35.0 1402.2 281.8 11290.9 399.5 16003.1 445.4 17843.0 10.0 400.6
5.093 P&L RCC M-25 In Staircases From 10th To 11th Floor Cum 40.06 4,626.53 185,346.08 4666.47 186,946.20 3494.8 140006.5 35.0 1402.2 281.8 11290.9 399.5 16003.1 445.4 17843.0 10.0 400.6
5.094 P&L RCC M-25 In Staircases From 11th To 12th Floor Cum 40.06 4,633.18 185,612.59 4666.47 186,946.20 3494.8 140006.5 35.0 1402.2 281.8 11290.9 399.5 16003.1 445.4 17843.0 10.0 400.6
5.095 P&L RCC M-25 In Staircases From 12th To 13th Floor Cum 40.06 4,640.04 185,887.09 4666.47 186,946.20 3494.8 140006.5 35.0 1402.2 281.8 11290.9 399.5 16003.1 445.4 17843.0 10.0 400.6
5.096 P&L RCC M-25 In Staircases From 13th To 14th Floor Cum 40.06 4,647.09 186,169.82 4666.47 186,946.20 3494.8 140006.5 35.0 1402.2 281.8 11290.9 399.5 16003.1 445.4 17843.0 10.0 400.6
5.097 P&L RCC M-25 In Staircases From 14th To 15th Floor Cum 40.06 4,654.36 186,461.04 4666.47 186,946.20 3494.8 140006.5 35.0 1402.2 281.8 11290.9 399.5 16003.1 445.4 17843.0 10.0 400.6
5.098 P&L RCC M-25 In Staircases From 15th To 16th Floor Cum 32.65 4,661.85 152,231.42 4666.47 152,382.38 3494.8 114121.2 35.0 1142.9 281.8 9203.4 399.5 13044.3 445.4 14544.0 10.0 326.5
5.099 P&L RCC M-25 In Staircases From 16th To 17th Floor Cum 32.65 4,669.56 152,483.25 4666.47 152,382.38 3494.8 114121.2 35.0 1142.9 281.8 9203.4 399.5 13044.3 445.4 14544.0 10.0 326.5
5.100 P&L RCC M-25 In Staircases From 17th To 18th Floor Cum 32.65 4,677.51 152,742.64 4666.47 152,382.38 3494.8 114121.2 35.0 1142.9 281.8 9203.4 399.5 13044.3 445.4 14544.0 10.0 326.5
5.101 P&L RCC M-25 In Staircases From 18th To 19th Floor Cum 22.59 4,685.69 105,831.40 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
5.102 P&L RCC M-25 In Staircases From 19th To 20th Floor Cum 22.59 4,694.11 106,021.74 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
5.103 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
5.106 P&L RCC M-25 In Staircases From 23rd To 24th Floor Cum 22.59 4,730.43 106,841.91 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
5.107 P&L RCC M-25 In Staircases From 24th To 25th Floor Cum 22.59 4,740.20 107,062.56 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
5.108 P&L RCC M-25 In Staircases From 25th To 26th Floor Cum 22.59 4,750.26 107,289.83 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
5.109 P&L RCC M-25 In Staircases From 26th To 27th Floor Cum 22.59 4,760.62 107,523.92 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
5.111 P&L RCC M-25 In Staircases From 28th To 29th Floor Cum 22.59 4,782.29 108,013.37 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
5.112 P&L RCC M-25 In Staircases From 29th To 30th Floor Cum 22.59 4,793.62 108,269.16 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
5.116 P&L RCC M-25 In Staircases From 33rd To 34th Floor Cum 22.59 4,842.42 109,394.65 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
5.117 P&L RCC M-25 In Staircases From 34th To 35th Floor Cum 11.00 4,855.55 53,411.05 4666.47 51,331.21 3494.8 38442.6 35.0 385.0 281.8 3100.2 399.5 4394.1 445.4 4899.3 10.0 110.0
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5.118 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
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
5.126 P&L RCC M-20 In Beam At 5th Floor Level Cum 354.05 4,487.07 1,588,648.20 4454.14 1,576,991.91 3282.5 1162154.4 35.0 12391.8 281.8 99785.1 399.5 141429.9 445.4 157690.1 10.0 3540.5
5.127 P&L RCC M-20 In Beam At 6th Floor Level Cum 248.86 4,492.80 1,118,092.51 4454.14 1,108,471.21 3282.5 816881.0 35.0 8710.2 281.8 70139.2 399.5 99411.4 445.4 110840.8 10.0 2488.6
5.128 P&L RCC M-20 In Beam At 7th Floor Level Cum 245.79 4,498.72 1,105,718.19 4454.14 1,094,763.13 3282.5 806778.9 35.0 8602.5 281.8 69271.8 399.5 98182.0 445.4 109470.0 10.0 2457.9
5.129 P&L RCC M-20 In Beam At 8th Floor Level Cum 252.34 4,504.80 1,136,763.75 4454.14 1,123,980.09 3282.5 828310.2 35.0 8832.1 281.8 71120.5 399.5 100802.3 445.4 112391.6 10.0 2523.4
5.130 P&L RCC M-20 In Beam At 9th Floor Level Cum 244.65 4,511.07 1,103,650.97 4454.14 1,089,722.83 3282.5 803064.5 35.0 8562.9 281.8 68952.9 399.5 97730.0 445.4 108966.0 10.0 2446.5
5.131 P&L RCC M-20 In Beam At 10th Floor Level Cum 242.20 4,517.53 1,094,134.23 4454.14 1,078,781.67 3282.5 795001.5 35.0 8476.9 281.8 68260.6 399.5 96748.8 445.4 107872.0 10.0 2422.0
5.132 P&L RCC M-20 In Beam At 11th Floor Level Cum 242.20 4,524.18 1,095,745.42 4454.14 1,078,781.67 3282.5 795001.5 35.0 8476.9 281.8 68260.6 399.5 96748.8 445.4 107872.0 10.0 2422.0
5.133 P&L RCC M-20 In Beam At 12th Floor Level Cum 242.20 4,531.04 1,097,404.95 4454.14 1,078,781.67 3282.5 795001.5 35.0 8476.9 281.8 68260.6 399.5 96748.8 445.4 107872.0 10.0 2422.0
5.134 P&L RCC M-20 In Beam At 13th Floor Level Cum 242.20 4,538.09 1,099,114.26 4454.14 1,078,781.67 3282.5 795001.5 35.0 8476.9 281.8 68260.6 399.5 96748.8 445.4 107872.0 10.0 2422.0
5.135 P&L RCC M-20 In Beam At 14th Floor Level Cum 242.16 4,545.36 1,100,698.09 4454.14 1,078,608.46 3282.5 794873.8 35.0 8475.5 281.8 68249.6 399.5 96733.2 445.4 107854.7 10.0 2421.6
5.136 P&L RCC M-20 In Beam At 15th Floor Level Cum 229.97 4,552.85 1,047,006.04 4454.14 1,024,306.66 3282.5 754856.5 35.0 8048.9 281.8 64813.6 399.5 91863.2 445.4 102424.8 10.0 2299.7
5.137 P&L RCC M-20 In Beam At 16th Floor Level Cum 239.88 4,560.56 1,093,982.87 4454.14 1,068,455.19 3282.5 787391.4 35.0 8395.8 281.8 67607.2 399.5 95822.6 445.4 106839.4 10.0 2398.8
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
5.139 P&L RCC M-20 In Beam At 18th Floor Level Cum 163.66 4,576.69 749,022.37 4454.14 728,966.79 3282.5 537207.6 35.0 5728.1 281.8 46125.8 399.5 65376.2 445.4 72892.5 10.0 1636.6
5.140 P&L RCC M-20 In Beam At 19th Floor Level Cum 171.03 4,585.11 784,202.33 4454.14 761,802.07 3282.5 561405.3 35.0 5986.1 281.8 48203.5 399.5 68321.0 445.4 76175.8 10.0 1710.3
5.141 P&L RCC M-20 In Beam At 20th Floor Level Cum 132.52 4,593.79 608,761.63 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
5.142 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
5.145 P&L RCC M-20 In Beam At 24th Floor Level Cum 132.52 4,631.20 613,718.17 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
5.146 P&L RCC M-20 In Beam At 25th Floor Level Cum 132.52 4,641.26 615,051.61 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
5.147 P&L RCC M-20 In Beam At 26th Floor Level Cum 137.75 4,651.62 640,769.96 4454.14 613,566.71 3282.5 452164.2 35.0 4821.3 281.8 38823.8 399.5 55026.7 445.4 61353.2 10.0 1377.5
5.148 P&L RCC M-20 In Beam At 27th Floor Level Cum 137.75 4,662.30 642,240.48 4454.14 613,566.71 3282.5 452164.2 35.0 4821.3 281.8 38823.8 399.5 55026.7 445.4 61353.2 10.0 1377.5
5.149 P&L RCC M-20 In Beam At 28th Floor Level Cum 137.75 4,673.29 643,755.11 4454.14 613,566.71 3282.5 452164.2 35.0 4821.3 281.8 38823.8 399.5 55026.7 445.4 61353.2 10.0 1377.5
5.150 P&L RCC M-20 In Beam At 29th Floor Level Cum 137.75 4,684.62 645,315.19 4454.14 613,566.71 3282.5 452164.2 35.0 4821.3 281.8 38823.8 399.5 55026.7 445.4 61353.2 10.0 1377.5
5.151 P&L RCC M-20 In Beam At 30th Floor Level Cum 137.75 4,696.28 646,922.06 4454.14 613,566.71 3282.5 452164.2 35.0 4821.3 281.8 38823.8 399.5 55026.7 445.4 61353.2 10.0 1377.5
5.152 P&L RCC M-20 In Beam At 31st Floor Level Cum 170.00 4,708.30 800,410.85 4454.14 757,204.38 3282.5 558017.1 35.0 5950.0 281.8 47912.6 399.5 67908.6 445.4 75716.1 10.0 1700.0
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
5.155 P&L RCC M-20 In Beam At 34th Floor Level Cum 131.00 4,746.55 621,798.08 4454.14 583,492.79 3282.5 430001.4 35.0 4585.0 281.8 36920.9 399.5 52329.6 445.4 58345.9 10.0 1310.0
5.156 P&L RCC M-20 In Beam At 35th Floor Level Cum 101.00 4,760.07 480,767.39 4454.14 449,868.48 3282.5 331527.8 35.0 3535.0 281.8 28465.7 399.5 40345.7 445.4 44984.3 10.0 1010.0
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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
5.159 P&L RCC M-40 In Beam At 1st Floor Level Cum 132.36 5,370.74 710,870.42 5177.59 685,306.09 4005.9 530221.2 35.0 4632.6 281.8 37304.2 399.5 52872.8 445.4 58951.6 10.0 1323.6
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
5.161 P&L RCC M-40 In Beam At 2nd Floor Level Cum 134.67 5,375.83 51,730.58 5177.59 697,252.66 4005.9 539464.3 35.0 4713.4 281.8 37954.5 399.5 53794.5 445.4 59979.3 10.0 1346.7
5.162 P&L RCC M-40 In Beam At 3rd Floor Level Cum 125.27 5,381.09 724,656.44 5177.59 648,574.48 4005.9 501802.0 35.0 4384.3 281.8 35304.7 399.5 50038.9 445.4 55791.9 10.0 1252.7
5.163 P&L RCC M-40 In Beam At 4th Floor Level Cum 125.27 5,386.49 674,742.65 5177.59 648,574.48 4005.9 501802.0 35.0 4384.3 281.8 35304.7 399.5 50038.9 445.4 55791.9 10.0 1252.7
5.164 P&L RCC M-40 In Beam At 5th Floor Level Cum 125.27 5,392.07 675,440.53 5177.59 648,574.48 4005.9 501802.0 35.0 4384.3 281.8 35304.7 399.5 50038.9 445.4 55791.9 10.0 1252.7
5.165 P&L RCC M-40 In Beam At 6th Floor Level Cum 125.27 5,397.80 676,159.36 5177.59 648,574.48 4005.9 501802.0 35.0 4384.3 281.8 35304.7 399.5 50038.9 445.4 55791.9 10.0 1252.7
5.166 P&L RCC M-40 In Beam At 7th Floor Level Cum 125.27 5,403.72 676,899.75 5177.59 648,574.48 4005.9 501802.0 35.0 4384.3 281.8 35304.7 399.5 50038.9 445.4 55791.9 10.0 1252.7
5.167 P&L RCC M-40 In Beam At 8th Floor Level Cum 125.27 5,409.80 677,662.35 5177.59 648,574.48 4005.9 501802.0 35.0 4384.3 281.8 35304.7 399.5 50038.9 445.4 55791.9 10.0 1252.7
5.168 P&L RCC M-40 In Beam At 9th Floor Level Cum 125.27 5,416.07 678,447.83 5177.59 648,574.48 4005.9 501802.0 35.0 4384.3 281.8 35304.7 399.5 50038.9 445.4 55791.9 10.0 1252.7
5.169 P&L RCC M-40 In Beam At 10th Floor Level Cum 125.27 5,422.53 679,256.87 5177.59 648,574.48 4005.9 501802.0 35.0 4384.3 281.8 35304.7 399.5 50038.9 445.4 55791.9 10.0 1252.7
5.170 P&L RCC M-40 In Beam At 11th Floor Level Cum 125.27 5,429.18 680,090.19 5177.59 648,574.48 4005.9 501802.0 35.0 4384.3 281.8 35304.7 399.5 50038.9 445.4 55791.9 10.0 1252.7
5.171 P&L RCC M-40 In Beam At 12th Floor Level Cum 125.27 5,436.04 680,948.51 5177.59 648,574.48 4005.9 501802.0 35.0 4384.3 281.8 35304.7 399.5 50038.9 445.4 55791.9 10.0 1252.7
5.172 P&L RCC M-40 In Beam At 13th Floor Level Cum 125.27 5,443.09 681,832.57 5177.59 648,574.48 4005.9 501802.0 35.0 4384.3 281.8 35304.7 399.5 50038.9 445.4 55791.9 10.0 1252.7
5.173 P&L RCC M-40 In Beam At 14th Floor Level Cum 104.01 5,450.36 682,743.16 5177.59 538,516.48 4005.9 416650.1 35.0 3640.3 281.8 29313.8 399.5 41547.7 445.4 46324.5 10.0 1040.1
5.174 P&L RCC M-40 In Beam At 15th Floor Level Cum 100.12 5,457.85 567,665.74 5177.59 518,382.83 4005.9 401072.7 35.0 3504.2 281.8 28217.8 399.5 39994.4 445.4 44592.5 10.0 1001.2
5.175 P&L RCC M-40 In Beam At 16th Floor Level Cum 79.91 5,465.56 547,214.41 5177.59 413,726.24 4005.9 320099.9 35.0 2796.7 281.8 22520.9 399.5 31919.9 445.4 35589.7 10.0 799.1
5.176 P&L RCC M-40 In Beam At 17th Floor Level Cum 67.42 5,473.51 437,371.72 5177.59 349,083.65 4005.9 270086.0 35.0 2359.8 281.8 19002.1 399.5 26932.6 445.4 30029.0 10.0 674.2
5.177 P&L RCC M-40 In Beam At 18th Floor Level Cum 65.48 5,481.69 369,586.27 5177.59 339,016.83 4005.9 262297.3 35.0 2291.7 281.8 18454.1 399.5 26155.9 445.4 29163.0 10.0 654.8
5.178 P&L RCC M-40 In Beam At 19th Floor Level Cum 65.48 5,490.11 359,479.98 5177.59 339,016.83 4005.9 262297.3 35.0 2291.7 281.8 18454.1 399.5 26155.9 445.4 29163.0 10.0 654.8
5.179 P&L RCC M-40 In Beam At 20th Floor Level Cum 65.48 5,498.79 360,048.31 5177.59 339,016.83 4005.9 262297.3 35.0 2291.7 281.8 18454.1 399.5 26155.9 445.4 29163.0 10.0 654.8
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
5.180 P&L RCC M-40 In Beam At 21st Floor Level Cum 65.48 5,507.73 360,633.70 5177.59 339,016.83 4005.9 262297.3 35.0 2291.7 281.8 18454.1 399.5 26155.9 445.4 29163.0 10.0 654.8
5.181 P&L RCC M-40 In Beam At 22nd Floor Level Cum 65.48 5,516.94 361,236.65 5177.59 339,016.83 4005.9 262297.3 35.0 2291.7 281.8 18454.1 399.5 26155.9 445.4 29163.0 10.0 654.8
5.182 P&L RCC M-40 In Beam At 23rd Floor Level Cum 65.48 5,526.43 361,857.69 5177.59 339,016.83 4005.9 262297.3 35.0 2291.7 281.8 18454.1 399.5 26155.9 445.4 29163.0 10.0 654.8
5.183 P&L RCC M-40 In Beam At 24th Floor Level Cum 65.48 5,536.20 362,497.36 5177.59 339,016.83 4005.9 262297.3 35.0 2291.7 281.8 18454.1 399.5 26155.9 445.4 29163.0 10.0 654.8
5.184 P&L RCC M-40 In Beam At 25th Floor Level Cum 65.48 5,546.26 363,156.21 5177.59 339,016.83 4005.9 262297.3 35.0 2291.7 281.8 18454.1 399.5 26155.9 445.4 29163.0 10.0 654.8
5.185 P&L RCC M-40 In Beam At 26th Floor Level Cum 10.81 5,556.62 363,834.84 5177.59 55,973.93 4005.9 43307.0 35.0 378.4 281.8 3046.9 399.5 4318.5 445.4 4815.0 10.0 108.1
5.186 P&L RCC M-40 In Beam At 27th Floor Level Cum 10.81 5,567.30 60,186.95 5177.59 55,973.93 4005.9 43307.0 35.0 378.4 281.8 3046.9 399.5 4318.5 445.4 4815.0 10.0 108.1
5.187 P&L RCC M-40 In Beam At 28th Floor Level Cum 10.81 5,578.29 60,305.82 5177.59 55,973.93 4005.9 43307.0 35.0 378.4 281.8 3046.9 399.5 4318.5 445.4 4815.0 10.0 108.1
5.188 P&L RCC M-40 In Beam At 29th Floor Level Cum 10.81 5,589.62 60,428.25 5177.59 55,973.93 4005.9 43307.0 35.0 378.4 281.8 3046.9 399.5 4318.5 445.4 4815.0 10.0 108.1
5.189 P&L RCC M-40 In Beam At 30th Floor Level Cum 10.81 5,601.28 60,554.36 5177.59 55,973.93 4005.9 43307.0 35.0 378.4 281.8 3046.9 399.5 4318.5 445.4 4815.0 10.0 108.1
5.190 P&L RCC M-40 In Beam At 31st Floor Level Cum 24.00 5,613.30 60,684.25 5177.59 124,262.24 4005.9 96141.7 35.0 840.0 281.8 6764.1 399.5 9587.1 445.4 10689.3 10.0 240.0
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
-
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
5.198 P&L RCC M-30 In Beam At 5th floor Cum 1.32 4,826.07 6,349.17 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
- -
5.199 P&L RCC M-25 In Beam At 26th floor Cum 49.43 4,760.62 235,333.09 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
5.200 P&L RCC M-25 In Beam At 27th floor Cum 49.43 4,771.30 235,860.79 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
5.201 P&L RCC M-25 In Beam At 28th floor Cum 49.43 4,782.29 236,404.33 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
5.202 P&L RCC M-25 In Beam At 29th floor Cum 49.43 4,793.62 236,964.17 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
5.203 P&L RCC M-25 In Beam At 30th floor Cum 49.43 4,805.28 237,540.81 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
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
-
-
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
-
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
-
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
-
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
-
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
5.203 P&L RCC M-20 In Slab At 5th Floor Level Cum 512.70 4,487.07 2,300,529.54 4454.14 2,283,650.01 3282.5 1682921.7 35.0 17944.6 281.8 144499.4 399.5 204805.4 445.4 228351.9 10.0 5127.0
5.204 P&L RCC M-20 In Slab At 6th Floor Level Cum 456.17 4,492.80 2,049,466.07 4454.14 2,031,830.19 3282.5 1497344.7 35.0 15965.8 281.8 128565.3 399.5 182221.3 445.4 203171.4 10.0 4561.7
5.205 P&L RCC M-20 In Slab At 7th Floor Level Cum 460.36 4,498.72 2,071,019.42 4454.14 2,050,500.51 3282.5 1511103.7 35.0 16112.5 281.8 129746.7 399.5 183895.7 445.4 205038.3 10.0 4603.6
5.206 P&L RCC M-20 In Slab At 8th Floor Level Cum 458.46 4,504.80 2,065,268.41 4454.14 2,042,043.09 3282.5 1504871.0 35.0 16046.1 281.8 129211.6 399.5 183137.3 445.4 204192.6 10.0 4584.6
5.207 P&L RCC M-20 In Slab At 9th Floor Level Cum 455.48 4,511.07 2,054,691.84 4454.14 2,028,761.51 3282.5 1495083.2 35.0 15941.7 281.8 128371.2 399.5 181946.1 445.4 202864.5 10.0 4554.8
5.208 P&L RCC M-20 In Slab At 10th Floor Level Cum 452.71 4,517.53 2,045,148.27 4454.14 2,016,451.37 3282.5 1486011.4 35.0 15845.0 281.8 127592.2 399.5 180842.1 445.4 201633.6 10.0 4527.1
5.209 P&L RCC M-20 In Slab At 11th Floor Level Cum 453.19 4,524.18 2,050,334.67 4454.14 2,018,592.47 3282.5 1487589.2 35.0 15861.8 281.8 127727.7 399.5 181034.1 445.4 201847.7 10.0 4531.9
5.210 P&L RCC M-20 In Slab At 12th Floor Level Cum 453.19 4,531.04 2,053,439.94 4454.14 2,018,592.47 3282.5 1487589.2 35.0 15861.8 281.8 127727.7 399.5 181034.1 445.4 201847.7 10.0 4531.9
5.211 P&L RCC M-20 In Slab At 13th Floor Level Cum 453.19 4,538.09 2,056,638.37 4454.14 2,018,592.47 3282.5 1487589.2 35.0 15861.8 281.8 127727.7 399.5 181034.1 445.4 201847.7 10.0 4531.9
5.212 P&L RCC M-20 In Slab At 14th Floor Level Cum 392.27 4,545.36 1,783,021.25 4454.14 1,747,238.25 3282.5 1287616.4 35.0 13729.5 281.8 110557.6 399.5 156698.2 445.4 174713.8 10.0 3922.7
5.213 P&L RCC M-20 In Slab At 15th Floor Level Cum 392.51 4,552.85 1,787,048.83 4454.14 1,748,305.11 3282.5 1288402.6 35.0 13737.9 281.8 110625.1 399.5 156793.9 445.4 174820.5 10.0 3925.1
5.214 P&L RCC M-20 In Slab At 16th Floor Level Cum 367.04 4,560.56 1,673,899.47 4454.14 1,634,839.65 3282.5 1204785.0 35.0 12846.3 281.8 103445.5 399.5 146617.9 445.4 163474.6 10.0 3670.4
5.215 P&L RCC M-20 In Slab At 17th Floor Level Cum 281.16 4,568.51 1,284,462.07 4454.14 1,252,308.44 3282.5 922881.0 35.0 9840.5 281.8 79240.6 399.5 112311.2 445.4 125223.7 10.0 2811.6
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
5.216 P&L RCC M-20 In Slab At 18th Floor Level Cum 273.09 4,576.69 1,249,846.65 4454.14 1,216,381.16 3282.5 896404.6 35.0 9558.1 281.8 76967.3 399.5 109089.1 445.4 121631.1 10.0 2730.9
5.217 P&L RCC M-20 In Slab At 19th Floor Level Cum 259.57 4,585.11 1,190,171.74 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
5.218 P&L RCC M-20 In Slab At 20th Floor Level Cum 259.57 4,593.79 1,192,424.80 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
5.219 P&L RCC M-20 In Slab At 21st Floor Level Cum 259.57 4,602.73 1,194,745.44 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
5.220 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
5.222 P&L RCC M-20 In Slab At 24th Floor Level Cum 259.57 4,631.20 1,202,133.52 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
5.223 P&L RCC M-20 In Slab At 25th Floor Level Cum 259.57 4,641.26 1,204,745.43 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
5.224 P&L RCC M-20 In Slab At 26th Floor Level Cum 259.57 4,651.62 1,207,435.69 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
5.225 P&L RCC M-20 In Slab At 27th Floor Level Cum 259.57 4,662.30 1,210,206.67 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
5.226 P&L RCC M-20 In Slab At 28th Floor Level Cum 259.57 4,673.29 1,213,060.77 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
5.227 P&L RCC M-20 In Slab At 29th Floor Level Cum 259.57 4,684.62 1,216,000.50 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
5.228 P&L RCC M-20 In Slab At 30th Floor Level Cum 259.57 4,696.28 1,219,028.42 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
5.229 P&L RCC M-20 In Slab At 31st Floor Level Cum 268.93 4,708.30 1,266,202.33 4454.14 1,197,852.27 3282.5 882749.8 35.0 9412.5 281.8 75794.9 399.5 107427.4 445.4 119778.4 10.0 2689.3
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 -
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
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
7.08 Half Brickwork I-Cl. In CM 1:4 5th To 6th floor Sqm 2,184.69 517.69 1,130,994.89 656.07 1,433,321.35 461 1006933.4 14 30585.7 107 234777.3 18.5 40429.0 55.2 120596.0
7.09 Half Brickwork I-Cl. In CM 1:4 6th To 7th floor Sqm 2,162.01 520.82 1,126,020.84 659.30 1,425,411.77 461 996480.1 14 30268.2 111 239310.2 18.5 40009.3 55.2 119344.0
7.10 Half Brickwork I-Cl. In CM 1:4 7th To 8th floor Sqm 2,162.01 524.04 1,132,991.04 662.62 1,432,591.07 461 996480.1 14 30268.2 114 246489.5 18.5 40009.3 55.2 119344.0
7.11 Half Brickwork I-Cl. In CM 1:4 8th To 9th floor Sqm 2,162.01 527.37 1,140,170.35 666.04 1,439,985.75 461 996480.1 14 30268.2 117 253884.1 18.5 40009.3 55.2 119344.0
7.12 Half Brickwork I-Cl. In CM 1:4 9th To 10th floor Sqm 2,162.01 530.79 1,147,565.03 669.56 1,447,602.28 461 996480.1 14 30268.2 121 261500.7 18.5 40009.3 55.2 119344.0
7.13 Half Brickwork I-Cl. In CM 1:4 10th To 11th floor Sqm 2,162.01 534.31 1,155,181.55 673.19 1,455,447.30 461 996480.1 14 30268.2 125 269345.7 18.5 40009.3 55.2 119344.0
7.14 Half Brickwork I-Cl. In CM 1:4 11th To 12th floor Sqm 2,162.01 537.94 1,163,026.57 676.93 1,463,527.67 461 996480.1 14 30268.2 128 277426.1 18.5 40009.3 55.2 119344.0
7.15 Half Brickwork I-Cl. In CM 1:4 12th To 13th floor Sqm 2,154.01 541.67 1,166,773.55 680.78 1,466,404.23 461 992792.9 14 30156.2 132 284691.5 18.5 39861.3 55.2 118902.4
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
7.17 Half Brickwork I-Cl. In CM 1:4 14th To 15th floor Sqm 1,818.29 549.49 999,132.85 688.83 1,252,490.24 461 838059.1 14 25456.1 140 254955.8 18.5 33648.6 55.2 100370.7
7.18 Half Brickwork I-Cl. In CM 1:4 15th To 16th floor Sqm 1,776.00 553.57 983,144.81 693.03 1,230,826.36 461 818564.7 14 24864.0 144 256496.0 18.5 32865.9 55.2 98035.9
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
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
7.20 Half Brickwork I-Cl. In CM 1:4 17th To 18th floor Sqm 1,198.44 562.11 673,656.28 701.83 841,097.90 461 552364.5 14 16778.1 153 183623.3 18.5 22177.8 55.2 66154.3
7.21 Half Brickwork I-Cl. In CM 1:4 18th To 19th floor Sqm 1,143.41 566.58 647,828.39 706.43 807,735.10 461 527002.9 14 16007.8 158 180448.1 18.5 21159.5 55.2 63116.8
7.22 Half Brickwork I-Cl. In CM 1:4 19th To 20th floor Sqm 1,143.41 571.17 653,084.16 711.16 813,148.54 461 527002.9 14 16007.8 163 185861.5 18.5 21159.5 55.2 63116.8
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
7.27 Half Brickwork I-Cl. In CM 1:4 24th To 25th floor Sqm 1,143.41 596.31 681,824.86 737.05 842,751.46 461 527002.9 14 16007.8 188 215464.4 18.5 21159.5 55.2 63116.8
7.28 Half Brickwork I-Cl. In CM 1:4 25th To 26th floor Sqm 1,143.41 601.80 688,100.52 742.70 849,215.39 461 527002.9 14 16007.8 194 221928.4 18.5 21159.5 55.2 63116.8
7.29 Half Brickwork I-Cl. In CM 1:4 26th To 27th floor Sqm 1,143.41 607.45 694,564.45 748.53 855,873.24 461 527002.9 14 16007.8 200 228586.2 18.5 21159.5 55.2 63116.8
7.30 Half Brickwork I-Cl. In CM 1:4 27th To 28th floor Sqm 1,143.41 613.27 701,222.30 754.52 862,730.83 461 527002.9 14 16007.8 206 235443.8 18.5 21159.5 55.2 63116.8
7.31 Half Brickwork I-Cl. In CM 1:4 28th To 29th floor Sqm 1,143.41 619.27 708,079.89 760.70 869,794.14 461 527002.9 14 16007.8 212 242507.1 18.5 21159.5 55.2 63116.8
7.32 Half Brickwork I-Cl. In CM 1:4 29th To 30th floor Sqm 1,143.41 625.45 715,143.20 767.06 877,069.36 461 527002.9 14 16007.8 218 249782.3 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
7.35 Half Brickwork I-Cl. In CM 1:4 32st To 33 floor Sqm 158.94 652.07 103,636.52 787.32 125,133.19 461 73254.0 14 2225.1 239 37939.5 18.5 2941.2 55.2 8773.3
7.36 Half Brickwork I-Cl. In CM 1:4 33st To 34 floor Sqm 65.64 659.23 43,268.74 794.48 52,146.20 461 30251.7 14 918.9 246 16137.9 18.5 1214.6 55.2 3623.1
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
8.08 Brickwork I-Class In CM 1:6 5th To 6th floor Cum 608.54 3,159.67 1,922,791.58 3935.56 2,394,950.14 2575.0 1566993.7 120.0 73025.0 579.6 352733.1 160.9 97925.3 480.0 292102.3 20.0 12170.8
8.09 Brickwork I-Class In CM 1:6 6th To 7th floor Cum 604.55 3,175.32 1,919,629.64 3952.95 2,389,739.71 2575.0 1556706.4 120.0 72545.5 597.0 360929.9 160.9 97282.4 480.0 290184.6 20.0 12090.9
8.10 Brickwork I-Class In CM 1:6 7th To 8th floor Cum 592.38 3,191.44 1,890,562.80 3970.86 2,352,277.00 2575.0 1525391.1 120.0 71086.2 614.9 364279.4 160.9 95325.5 480.0 284347.1 20.0 11847.7
8.11 Brickwork I-Class In CM 1:6 8th To 9th floor Cum 592.38 3,208.05 1,900,398.35 3989.31 2,363,205.38 2575.0 1525391.1 120.0 71086.2 633.4 375207.7 160.9 95325.5 480.0 284347.1 20.0 11847.7
8.12 Brickwork I-Class In CM 1:6 9th To 10th floor Cum 592.38 3,225.15 1,910,528.96 4008.31 2,374,461.61 2575.0 1525391.1 120.0 71086.2 652.4 386464.0 160.9 95325.5 480.0 284347.1 20.0 11847.7
8.13 Brickwork I-Class In CM 1:6 10th To 11th floor Cum 592.38 3,242.76 1,920,963.48 4027.88 2,386,055.53 2575.0 1525391.1 120.0 71086.2 672.0 398057.9 160.9 95325.5 480.0 284347.1 20.0 11847.7
8.14 Brickwork I-Class In CM 1:6 11th To 12th floor Cum 592.38 3,260.91 1,931,711.05 4048.04 2,397,997.26 2575.0 1525391.1 120.0 71086.2 692.1 409999.6 160.9 95325.5 480.0 284347.1 20.0 11847.7
8.15 Brickwork I-Class In CM 1:6 12th To 13th floor Cum 592.38 3,279.59 1,942,781.04 4068.80 2,410,297.25 2575.0 1525391.1 120.0 71086.2 712.9 422299.6 160.9 95325.5 480.0 284347.1 20.0 11847.7
8.16 Brickwork I-Class In CM 1:6 13th To 14th floor Cum 583.42 3,298.84 1,924,596.62 4090.19 2,386,282.32 2575.0 1502296.6 120.0 70009.9 734.3 428383.1 160.9 93882.2 480.0 280042.1 20.0 11668.3
8.17 Brickwork I-Class In CM 1:6 14th To 15th floor Cum 522.26 3,318.67 1,733,210.45 4112.22 2,147,651.76 2575.0 1344822.8 120.0 62671.4 756.3 394983.5 160.9 84041.3 480.0 250687.5 20.0 10445.2
8.18 Brickwork I-Class In CM 1:6 15th To 16th floor Cum 489.65 3,339.09 1,634,969.47 4134.91 2,024,639.74 2575.0 1260838.2 120.0 58757.5 779.0 381426.2 160.9 78792.9 480.0 235032.0 20.0 9792.9
8.19 Brickwork I-Class In CM 1:6 16th To 17th floor Cum 452.18 3,360.12 1,519,388.30 4158.28 1,880,301.57 2575.0 1164371.3 120.0 54262.0 802.4 362810.5 160.9 72764.5 480.0 217049.7 20.0 9043.7
8.20 Brickwork I-Class In CM 1:6 17th To 18th floor Cum 475.44 3,381.78 1,607,818.35 4182.35 1,988,435.01 2575.0 1224246.0 120.0 57052.2 826.4 392911.1 160.9 76506.2 480.0 228210.9 20.0 9508.7
8.21 Brickwork I-Class In CM 1:6 18th To 19th floor Cum 342.79 3,404.09 1,166,892.97 4207.14 1,442,169.13 2575.0 882686.7 120.0 41134.9 851.2 291789.3 160.9 55161.3 480.0 164541.0 20.0 6855.8
8.22 Brickwork I-Class In CM 1:6 19th To 20th floor Cum 342.79 3,427.08 1,174,771.28 4232.68 1,450,922.81 2575.0 882686.7 120.0 41134.9 876.8 300543.0 160.9 55161.3 480.0 164541.0 20.0 6855.8
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
8.27 Brickwork I-Class In CM 1:6 24th To 25th floor Cum 342.79 3,552.76 1,217,853.12 4372.32 1,498,791.52 2575.0 882686.7 120.0 41134.9 1016.4 348411.7 160.9 55161.3 480.0 164541.0 20.0 6855.8
8.28 Brickwork I-Class In CM 1:6 25th To 26th floor Cum 342.79 3,580.20 1,227,260.24 4402.81 1,509,243.88 2575.0 882686.7 120.0 41134.9 1046.9 358864.1 160.9 55161.3 480.0 164541.0 20.0 6855.8
8.29 Brickwork I-Class In CM 1:6 26th To 27th floor Cum 342.79 3,608.47 1,236,949.57 4434.22 1,520,009.80 2575.0 882686.7 120.0 41134.9 1078.3 369630.0 160.9 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
8.31 Brickwork I-Class In CM 1:6 28th To 29th floor Cum 342.79 3,667.57 1,257,208.99 4499.89 1,542,520.27 2575.0 882686.7 120.0 41134.9 1144.0 392140.5 160.9 55161.3 480.0 164541.0 20.0 6855.8
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
8.32 Brickwork I-Class In CM 1:6 29th To 30th floor Cum 342.79 3,698.45 1,267,796.78 4534.20 1,554,284.48 2575.0 882686.7 120.0 41134.9 1178.3 403904.7 160.9 55161.3 480.0 164541.0 20.0 6855.8
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 -
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Material Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
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
DLF GH Project 'The Primus' Sector-82A
TILE & PAINTING
1.34
ITEM DESCRIPTION UOM QTY TENDER
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
Page 23 of 71
THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON FINISHING BOQ
TILE & PAINTING
1.34
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNTSPCL RATE SPCL AMOUNT
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
- - -
Page 24 of 71
THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON FINISHING BOQ
TILE & PAINTING
1.34
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNTSPCL RATE SPCL AMOUNT
PSE
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 - - - - -
Page 25 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
DLF GH P0ject 'The Primus' Sector-82A
Material Labour Sub Contractor Plant Depric.
Page 26 of 71
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 -
Page 27 of 71
THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON FINISHING BOQ
Finishes 1.34
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT
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 -
- - - -
2.00 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 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
DLF GH P0ject 'The Primus' Sector-82A
STONE WORKS
Material Labour Sub Contractor
Page 28 of 71
THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON FINISHING BOQ
Finishes 1.34
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
STONE WORKS
Material Labour Sub Contractor
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 -
- - - -
1.04 Extra over item No. 1.01 for Mirror Polishing with synthetic carborandum stones. Sqm 445 100 44534.00 100.00 44,534.00 - - 100.0 44,534 -
- - - -
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 -
- - - -
2.02 Extra over item No. 2.01 for Mirror Polishing with synthetic carborandum stones. Sqm 69 100 6883.00 100.00 6,883.00 - - 100.0 6,883 -
- - - -
3.00 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. - - - -
- - - -
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 - - - -
Page 29 of 71
THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON FINISHING BOQ
Finishes 1.34
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATEPSE AMOUNT Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
STONE WORKS
Material Labour Sub Contractor
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
Page 30 of 71
THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON FINISHING BOQ
Finishes 1.34
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNTSPCL RATE SPCL AMOUNT
PSE
RATEPSE AMOUNT
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.
DLF GH P0ject 'The Primus' Sector-82A
LAMINATED WOODEN FLOORING WORKS
Plant Oprn & Fuel Wooden Shuttering Steel Shuttering
Page 31 of 71
THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON FINISHING BOQ
Finishes 1.34
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATE
PSE
AMOUNT
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 - -
Plant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
DLF GH P0ject 'The Primus' Sector-82A
DOOR / WINDOWS
Material Labour Sub Contractor
Page 32 of 71
THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON FINISHING BOQ
Finishes 1.34
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATE
PSE
AMOUNTPlant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
DOOR / WINDOWS
Material Labour Sub Contractor
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
Page 33 of 71
THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON FINISHING BOQ
Finishes 1.34
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNT
PSE
RATE
PSE
AMOUNTPlant Depric. Plant Oprn & Fuel Wooden Shuttering Steel Shuttering Testing Charges
DOOR / WINDOWS
Material Labour Sub Contractor
- -
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 - - - - -
Page 34 of 71
THE PRIMUS (SEC - 82 A) DLF TOWNSHIP PROJECT IN NEW GURGAON FINISHING BOQ
Finishes 1.34
ITEM DESCRIPTION UOM QTY TENDER
DC RATE
TENDER
DC AMOUNTSPCL RATE SPCL AMOUNT
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 - - - - -
DLF GH P0ject 'The Primus' Sector-82A
INTERIOR WORKS
Steel Shuttering Testing ChargesMaterial Labour Sub Contractor Plant Depric. Plant Oprn & Fuel Wooden Shuttering
Page 35 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
DLF GH Project 'The Primus' Sector-82A
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
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 1292.00
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 sqm 1442.00
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
Labour for fixing Sqm 1.00 341.62 342.00
White cement Kg 1.70
Epoxy Grout Mtr 4.44 5.50 24.00
Pigment Sqm 1.00 15.00 15.00
Hoist/ scaffolding Sqm 1.00
Total cost per sqm 1296.00
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
Coarse Sand Cum 0.03 1324.55 43Wastage for Cement & Sand % 0.10 118.00 12
Labour for fixing Sqm 1.00 358.70 359
Grey Cement Slurry Kg 3.30 20.00 66
White Cement Kg 1.00
Pigment Sqm 1.00 15.00 15
Hoist/ Scaffolding Sqm 1.00
Total cost per sqm 1221
4.02 Porcelein Wall Tiles of 300x900 size, 6mm thick - M.Toilet
Cost of Tile Sqm 1.00 968.40 968
Wastage % 10.00 968.00 97
Cement Bag 0.30 250.00 75
Coarse Sand Cum 0.03 1324.55 43Wastage for Cement & Sand % 0.10 118.00 12
Labour for fixing Sqm 1.00 358.70 359
Grey Cement Slurry Kg 3.30 10.00 33
White Cement Kg 1.00
Pigment Sqm 1.00 15.00 15
Hoist/ Scaffolding Sqm 1.00
Total cost per sqm 1602
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
Cost of Tile 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 1.00 358.70 359
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 5.00
Total cost per sqm 1236
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
Tata Hs Balance Analysis 38/71
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 cement Kg 2.40 -
White Mable Chips Kg 1.00
Rubbing Sqm 1.00 140 140
Pigment Sqm 1.00 10 10
Average Labour for laying Sqm 1.00 470 470
Hoist/ Scaffolding Sqm 1.00 15 15
Total cost per Sqm 3656
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 sqm 4706
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 -
Coarse Sand Cum 0.07 -
Granolithic Finish Sqm 1.00
Cement marble Powder Kg 1.00
White cement Kg 2.40 -
White Mable Chips Kg 1.00
Rubbing Sqm 1.00 140 140
Pigment Sqm 1.00 10 10
Average Labour for laying Sqm 1.00 342 342
Hoist/ Scaffolding Sqm 1.00 5 5
Total cost per sqm 497
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
Total cost per sqm 1547
Total cost per Rmt 155
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
Tata Hs Balance Analysis 39/71
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
Cement Bag 0.27 250 68
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
Pigment Sqm 1.00 15 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
Providing and laying of 75 mm thick Cement concrete
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
Considering 10 Sqm area
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
Considering 10 Sqm area
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
Coarse Sand Cum 0.06 1,325 77
Marble Powder Mix Kg 1.00 -
White cement Kg 2.40 17 41
POP protection Sqm 1.00 50 50
Rubbing Sqm 1.00 140 140
Pigment Sqm 1.00 10 10
Average Labour for laying Sqm 1.00 726
726
Hoist/ Scaffolding Sqm 1.00 15 15
Total cost per Sqm 4131
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
Tata Hs Balance Analysis 40/71
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
Cost of cutting Rmt 20.00 20 400
Cost of chamfering Rmt 10.00 80 800
Total cost per sqm 5331
Total cost per Rmt 533
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 -
Coarse Sand Cum 0.06 -
Extra for lift for Average 31 floors Sqm 1.00 597.84 598
Rubbing & Polishing Sqm 1.00 110 110
Silicon Based Water Repellent Coating Sqm 100
White cement Kg 1.20 -
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
Cost of cutting Rmt 20.00 20 400
Cost of chamfering Rmt 13.33 50 667
Total cost per sqm 1790
Total cost per Rmt 179
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
Cement Bag 0.27 250 68
Coarse Sand Cum 0.04 1,325 52
Rubbing & Polishing Sqm 1.00 215 215
Extra for SS cramps, Pins, etc Nos 4.00 75 300
Grouting Material / Araldite Sqm 1.00 25 25
White cement Kg 2.20 15 33
Pigment Sqm 1.00 10 10
Average Labour for laying Sqm 1.00 939 939
Hoist/ Scaffolding Sqm 1.00 15 15
Total cost per Sqm 4752
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
Cost of cutting Rmt 20.00 15 300
Cost of chamfering Rmt 13.33 30 400
Total cost per sqm 4831
Total cost per Rmt 483
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
White cement Kg 2.20 -
Pigment Sqm 1.00 10 10
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
Hoist/ Scaffolding Sqm 1.00 15 15
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 for 1.5m x .6m Sqm 0.90
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
Araldite Compound Sqm 1.00 150 150
Waterproof Ply Sqm 1.00 600 600
White cement Kg 2.20 17 37
Pigment Sqm 1.00 10 10
Silicon Based Water Repellent Coating Sqm 1.00 130 130
Extra for edge polishing & moulding Rm 1.50 120 180
Average Labour for laying Cum 1.00 1,025 1025
Hoist/ Scaffolding Sqm 1.00 15 15
Total cost Sqm 0.90 4821
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
Tata Hs Balance Analysis 41/71
Cement Bag 0.30 250 75
Coarse Sand Cum 0.04 1,325 57
Araldite Compound Sqm 1.00 50 50
Waterproof Ply Sqm 1.00 1.00 White cement Kg 2.20 17 371.01 Pigment Sqm 1.00 10 10
Silicon Based Water Repellent Coating Sqm 1.00 130 130
Extra for edge polishing & moulding Sqm 1.00 200 200
Average Labour for laying Cum 1.00 1,025 1025
Hoist/ Scaffolding Sqm 1.00 15 15
Total cost Sqm 1.00 4570
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
Door Frame 900 x2150 mm -150x65mm 1.790 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 0.78 50.00 39
Synthetic Enamel Paint Sqm 1.46 70.00 102
Add for sub contractor margin % 5 2327.87 116.39
Total cost For rmtr Mtr 5.20 2,444
Total cost For rmtr Mtr 1 470.05
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
Door Shutter width Mtr 0.87 2.87
Door Shutter Hight Mtr 2.09 6.85
Door Shutter Area Sqm 1.82
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
Cost of Door shutter 38mm thick 1.82 4,117
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 width Mtr 0.77 2.54
Door Shutter Hight Mtr 2.04 6.68
Door Shutter Area Sqm 1.58
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
Add for sub contractor margin % 10 2894.36 289.44
Cost of Door shutter 25mm thick 1.58 3,184
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
Tata Hs Balance Analysis 42/71
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
Cement Bag 0.13 250 33
Coarse Sand Cum 0.014 1,325 19
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
Total cost per Sqm 382
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 - -
White cement Kg 1.00 18 18
Labour for fixing Sqm 1.00 726 726
Labour for mirror polishing Sqm 1.00 140 140
Pigment Sqm 1.00 15 15
Extra for protection Sqm 1.00 60 60
Hoist/ Scaffolding Sqm 1.00 12 12
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 - -
Coarse Sand Cum 0.04 - -
White cement Kg 1.00 18 18
Labour for fixing Sqm 1.00 726 726
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
Pigment Sqm 1.00 15 15
Extra for protection Sqm 1.00 -
Hoist/ Scaffolding Sqm 1.00 12 12
Total cost Sqm 1.00 4,818
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
( Basic rate - Rs.350/Sft )
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
( Basic rate - Rs.250/Sft )
Same as above Sqm 0.10 4,818 482
Extra for skirting Mtr 1.00 79 79
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)
Tata Hs Balance Analysis 43/71
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 - -
Coarse Sand Cum 0.03 - -
Labour for fixing Sqm 1.00 726 726
SS Cramps Nos 3.00 55 165
White Cement Sqm 1.00 18 18
Pigment Sqm 1.00 15 15
Hoist/ Scaffolding Sqm 1.00 12 12
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 for 1.5m x .6m Sqm 0.90
Cost of Stone Sqm 0.90 1,614 1,453
Wastage % 10.00 1,453 145
Cement Bag 0.29 - -
Coarse Sand Cum 0.04 - -
Labour for fixing Sqm 1.00 726 726
White cement Kg 2.20 18 40
Pigment Sqm 1.00 15 15
Extra for making hole for wash basin and mixer Each 1.00 -
Extra for edge polishing & moulding Rm 1.50 100 150
Hoist/ Scaffolding Sqm 1.00 12 12
Total cost Sqm 0.90 2,541
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 for 1.5m x .6m Sqm 0.90
Cost of Stone Sqm 0.90 3,766 3,389
Wastage % 15.00 3,389 508
Cement Bag 0.29 - -
Coarse Sand Cum 0.04 - -
Labour for fixing Sqm 1.00 725 725
White cement Kg 2.20 18 40
Pigment Sqm 1.00 15 15
Extra for making hole for wash basin and mixer Each 1.00 - -
Extra for edge polishing & moulding Rm 1.50 100 150
Hoist/ Scaffolding Sqm 1.00 12 12
Total cost Sqm 0.90 4,839
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
Cost of Tile Sqm 1.00 645.60 646
Wastage % 5.00 646.00 32
Cement Bag 0.26
Coarse Sand Cum 0.04
Labour for fixing Sqm 1.00 307.46 307
White Cement Kg 1.00 18.00 18
Pigment Sqm 1.00 15.00 15
Hoist/ Scaffolding Sqm 1.00 12.00 12
Total cost per sqm 1030
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 - -
Coarse Sand Cum 0.04 - -
Labour for fixing Sqm 1.00 325 325
White Cement Sqm 1.00 18 18
Pigment Sqm 1.00 15 15
Hoist/ Scaffolding Sqm 1.00 12 12
Total cost per Sqm 709
Item same as item 6.0 above but upto 100mm high skirting. Rmt 8,967
Same as above Sqm 0.10 709 71
Extra for skirting Mtr 1.00 10 10
Total cost Rmt 1.00 81
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
Cost of Tile Sqm 1.00 322.80 323
Wastage % 5.00 323.00 16
Cement Bag 0.26
Coarse Sand Cum 0.03
Labour for fixing Sqm 1.00 307.46 307
White Cement Kg 1.00 18.00 18
Pigment Sqm 1.00 15.00 15
Hoist/ Scaffolding Sqm 1.00 12.00 12
Tata Hs Balance Analysis 44/71
Total cost per sqm 691
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
Extra for skirting Mtr 1.00 7 7
Total cost Rmt 1.00 76
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
Cost of Tile Sqm 1.00 355.08 355
Wastage % 5.00 355.00 18
Cement Bag 0.26
Coarse Sand Cum 0.03
Labour for fixing Sqm 1.00 229.47 229
White Cement Kg 1.00 18.00 18
Pigment Sqm 1.00 10.00 10
Hoist/ Scaffolding Sqm 1.00 12.00 12
Total cost per sqm 642
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
Coarse Sand Cum 0.03
Labour for fixing Sqm 1.00 341.62 342
White Cement Kg 1.00 18.00 18
10.000 Wax Polishing Sqm 1.00 70.00 70
Pigment Sqm 1.00 10.00 10
Hoist/ Scaffolding Sqm 1.00 12.00 12
Total cost per sqm 791
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
Extra for skirting Mtr 1.00 7 7
Total cost Rmt 1.00 86
11.00 CC FLOORING / SKIRTING
Providing and laying of 40 mm thick Cement concrete
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
Considering 10 Sqm area
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
Total cost per sqm 277
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
Door Frame 900 x2150 mm -150x50mm 0.918 5.2
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
Tata Hs Balance Analysis 45/71
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
Add for sub contractor margin % 5 2169.82 108.49
Total cost For rmtr Mtr 5.20 2,278
Total cost For rmtr Mtr 1 438.14
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
Labour for fixing Sqm 1.00 100.00 100.00
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
Cement Bag 0.27 250 68
Coarse Sand Cum 0.04 1,325 52
Rubbing & Polishing Sqm 1.00 150 150
Silicon Based Water Repellent Coating Sqm 1.00 49 49
Grey Cement Slurry Kg 1.00 20 20
Pigment Sqm 1.00 15 15
Hoist/ Scaffolding Sqm 1.00 15 15
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
Tata Hs Balance Analysis 46/71
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
Delhi - ROFor Structure
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
Delhi - ROFor Structure
Bar Cutting Machine 15-Dec-12 6 31-Jan-15 Internal Hire 26 300000 49500 12643491264349
DD04-DEL-
The Primus
Delhi - ROFor Structure
Bar Cutting Machine 15-Mar-13 4 30-Jun-14 Internal Hire 16 300000 33000 512032512032
DD04-DEL-
The Primus
Delhi - RO For Structure & External
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
Diesel Generator Set Cummins 125 kva DG
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
Diesel Generator Set Cummins 125 kva DG
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
Diesel Generator Set Cummins 125 kva DG
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
Diesel Generator Set Cummins 125 kva DG
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
Diesel Generator Set Cummins 125 kva DG
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
The Primus - Group Housing
Machinery Sheet
Project Branch
Name
Remarks PNM Class(level 2) PNM Type Mobilization Date NOS DEMOBIL_DATE
DD04-DEL-
The Primus
Delhi - ROFor Structure
Bar Bending Machine 15-Dec-12 6 31-Jan-15
DD04-DEL-
The Primus
Delhi - ROFor Structure
Bar Bending Machine 15-Mar-13 4 30-Jun-14
DD04-DEL-
The Primus
Delhi - RO For Structure & External
Development
Bar Bending Machine 10-Jun-13 2 30-Aug-14
DD04-DEL-
The Primus
Delhi - ROFor Structure
Bar Cutting Machine 15-Dec-12 6 31-Jan-15
DD04-DEL-
The Primus
Delhi - ROFor Structure
Bar Cutting Machine 15-Mar-13 4 30-Jun-14
DD04-DEL-
The Primus
Delhi - RO For Structure & External
Development
Bar Cutting Machine 10-Jun-13 2 30-Aug-14
DD04-DEL-
The Primus
Delhi - ROTower A & B
Tower Crane -1 Shirke Potain MC85A 15-Apr-13 1 30-Jan-15
DD04-DEL-
The Primus
Delhi - ROTower B & C
Tower Crane - 2 Shirke Potain MC85A 10-May-13 1 15-Feb-15
DD04-DEL-
The Primus
Delhi - ROTower D & E
Tower Crane - 3 Shirke Potain MC85A 1-Jun-13 1 10-Feb-15
DD04-DEL-
The Primus
Delhi - ROTower F & G
Tower Crane - 4 Shirke Potain MC85A 10-Jun-13 1 15-Jul-14
DD04-DEL-
The Primus
Delhi - ROTower H & J
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
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
15-Dec-12 3 20-Oct-15
DD04-DEL-
The Primus
Group
Housing
Delhi - RO
Tower Crane 1
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
15-Apr-13 1 30-Jan-15
DD04-DEL-
The Primus
Group
Housing
Delhi - RO
Tower Crane 2
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
10-May-13 1 15-Feb-15
DD04-DEL-
The Primus
Group
Housing
Delhi - RO
Tower Crane 3
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
1-Jun-13 1 10-Feb-15
DD04-DEL-
The Primus
Group
Housing
Delhi - RO
Tower Crane 4
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
10-Jun-13 1 15-Jul-14
DD04-DEL-
The Primus
Group
Housing
Delhi - RO
Tower Crane 5
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
1-Jul-13 1 30-May-14
DD04-DEL-
The Primus
Group
Delhi - ROMTC
Diesel Generator Set Kirloskar 4R1040TA DG
Set 82.5kVA
1-Oct-13 1 30-Oct-14
DD04-DEL-
The Primus
Delhi - RO Structure & External
Development
Tractor 20-Oct-12 4 20-Oct-15
Dep Operation Fuel Total
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
Vehicle/ Other Misc machinery 9120874 4703911.900 7304990 21,129,776
Op+Helper
costEarthwork
Concrete
(Site Mix)RMC Reinf Shuttering Masonry
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
The Primus - Group Housing
Machinery Sheet
Project Branch
Name
Remarks PNM Class(level 2) PNM Type Mobilization Date NOS DEMOBIL_DATE
DD04-DEL-
The Primus
Delhi - ROFor Structure
Bar Bending Machine 15-Dec-12 6 31-Jan-15
DD04-DEL-
The Primus
Delhi - ROFor Structure
Bar Bending Machine 15-Mar-13 4 30-Jun-14
DD04-DEL-
The Primus
Delhi - RO For Structure & External
Development
Bar Bending Machine 10-Jun-13 2 30-Aug-14
DD04-DEL-
The Primus
Delhi - ROFor Structure
Bar Cutting Machine 15-Dec-12 6 31-Jan-15
DD04-DEL-
The Primus
Delhi - ROFor Structure
Bar Cutting Machine 15-Mar-13 4 30-Jun-14
DD04-DEL-
The Primus
Delhi - RO For Structure & External
Development
Bar Cutting Machine 10-Jun-13 2 30-Aug-14
DD04-DEL-
The Primus
Delhi - ROTower A & B
Tower Crane -1 Shirke Potain MC85A 15-Apr-13 1 30-Jan-15
DD04-DEL-
The Primus
Delhi - ROTower B & C
Tower Crane - 2 Shirke Potain MC85A 10-May-13 1 15-Feb-15
DD04-DEL-
The Primus
Delhi - ROTower D & E
Tower Crane - 3 Shirke Potain MC85A 1-Jun-13 1 10-Feb-15
DD04-DEL-
The Primus
Delhi - ROTower F & G
Tower Crane - 4 Shirke Potain MC85A 10-Jun-13 1 15-Jul-14
DD04-DEL-
The Primus
Delhi - ROTower H & J
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
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
15-Dec-12 3 20-Oct-15
DD04-DEL-
The Primus
Group
Housing
Delhi - RO
Tower Crane 1
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
15-Apr-13 1 30-Jan-15
DD04-DEL-
The Primus
Group
Housing
Delhi - RO
Tower Crane 2
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
10-May-13 1 15-Feb-15
DD04-DEL-
The Primus
Group
Housing
Delhi - RO
Tower Crane 3
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
1-Jun-13 1 10-Feb-15
DD04-DEL-
The Primus
Group
Housing
Delhi - RO
Tower Crane 4
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
10-Jun-13 1 15-Jul-14
DD04-DEL-
The Primus
Group
Housing
Delhi - RO
Tower Crane 5
Diesel Generator Set Cummins 125 kva DG
Set with accoustic
canopy
1-Jul-13 1 30-May-14
DD04-DEL-
The Primus
Group
Delhi - ROMTC
Diesel Generator Set Kirloskar 4R1040TA DG
Set 82.5kVA
1-Oct-13 1 30-Oct-14
DD04-DEL-
The Primus
Delhi - RO Structure & External
Development
Tractor 20-Oct-12 4 20-Oct-15
Dep Operation Fuel Total
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
Vehicle/ Other Misc machinery 9120874 4703911.900 7304990 21,129,776
Working
Hr/KmConsumption Fuel cost Earthwork
Concrete
(Site Mix)RMC Reinf Shuttering Masonry
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
DLF GH Project 'The Primus' Sector-82A
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
DLF GH Project 'The Primus' Sector-82A
BASIC RATES OF MATERIAL
Page 51 of 71
DLF GH Project 'The Primus' Sector-82A
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
153.7 Average 1067.6 Average 298.9 Average 134.9 Average
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
358.7 Average 324.5 Average 341.6 Average 384.3 Average
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
DLF GH Project 'The Primus' Sector-82A
Page 58 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