Detailed Estimation Format

7/27/2019 Detailed Estimation Format

1/81

Sl.No

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3

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5

6

7

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9

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13

14

15

16

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18

19

20

2122

23

24

25

26

27

28

Name of

Colony,


2/81

Description

Provision for CIVIL WORKSFormation of Internal Roads

Provision for LAYING OF PAVER TILES IN DRIVE WAYS

Provision for BACKUP GENERATORS

Provision for MOTORS (12X15000)

Provision for LIFTS (8X1100000)

Provision for Retaining walls along chakali kunta (100x

Provision for Avenue plantation

Provision for Septick tank

Provision for additional facilities for Senior citizens

Provision for court yard retaining wall around blocksPayment towards drawl of lots, printig letters, hire charges of car, scrolling news,postage et

Advertisement charges

HUDA & Municipal charges

Street lighting

Water proofing to lifts

Expansion joints

Lightening arrester

Fiber sheeting roofing

Provision for rock cutting on hillock

Provision for internal Sanitary @ 7.5% on civil works

Provision for internal electrification @ 10%Provision for External electrification (2 Trnsfmr, 1 ring main)

Provision for external sanitary and water supply @ 10%

Provision for vat and service tax @ 8.04%

Provision for technical personnel (2 GE,2 Diploma)(2*324+2*250)

Provision for Quality Control charges @ 1%

Provision for INSURANCE @ 0.6%

Provision for round off

GRANT TOTAL

Work : Construction of additional blcks (4 No) (Stilt+5 floors pattern) at AARAMBH to

handanagar(v), Serilingampally(m), R.R Dist.


3/81

Amount

230943221.64 ######1500000.00

2250000.00

1000000.00

200000.00

8800000.00

1000000.00

500000.00

2500000.00

1000000.00

500000.0045000.00

30000.00

5000000.00

600000.00

100000.00

200000.00

200000.00

200000.00

5000000.00

17320741.62

23094322.165000000.00

23094322.16

18567835.02

500000.00

2309432.216

1385659.33

1192145.2

354032679.36

n ship, Papireddy


4/81

Item

NoDescription

Internal Sanitary Fittings

1'A' Supply laying, jointing and testing of

101.60mm (6" dia)

Block DI 900.4 RM

Total 900.4 RM

2'B' Supply laying, jointing and testing of

150 mm (6" dia)

Block DI 1207.5 RM

Total 1207.5 RM

3'A' Supplying and fixing of 152.40mm x

101.60mm (6'x4") SWG gully trap

Block DI 341 No.s

Total 341 No.s

4Supply and fixing of 4" (101.6mm)dia SWG

bend for WC air tightEach

Block DI 165 No.s

Total 165 No.s

5

'A' Construction of 3'-0 dia clear Inspector

Chamber with 9" thick brick masonry walls in

CM (1:6) prop

Each

Block DI 228 No.s

Total 228 No.s

6'A' Supplying and fixing of 101.60mm (4" dia)

PVC pipeRM

3594 RM

Total 3594 RM

7 'B' Supplying and fixing of 101.60mm (4" dia)PVC/SWR Single Y Junction Each

Block DI 17 No.s

Total 17 No.s

8Suppy and fixing of PVC (101.6mm) 4" dia

single YEach

Block DI 731 No.s

Per TotalAmount

Name of Work : Construction of 1 Block (Stilt+5) 80 flats ( Sft) (AARAMBH - II,

Papireddy Colony, Chandanagar(v), Serilingampally(m), R.R Dist.

RateQuantity


5/81

Item

NoDescription

Internal Sanitary FittingsPer TotalAmountRateQuantity

Total 731 No.s

9'B' Supplying and fixing of 101.60mm (4" dia)

PVC/SWR Plug bendEach

Block DI 759 No.s

Total 759 No.s

10 'A' S & F of 101.6 PVC/SWR Vent cowls Each

Block DI 170 No.s

Total 170 No.s

11'A' Supply and fixing of 76.20mm (3" dia)

PVC/SWR pipeRM

Block DI 6777.5 RM

Total 6777.5 RM

12'A' Supplying and fixing of 3" (76.20mm dia)

PVC/SWR Nahany traps with jallyEach

Block DI 589 No.s

Total 589 No.s

13 Supply and fixing of Y junction 76.2mm dia Each

Block DI 327 No.s

Total 327 No.s

14Supply and fixing of double Y junction 76.2mm

diaEach

Block DI 17 No.s

Total 17 No.s


PVC/SWR Plug BendEach

Block DI 337 No.s

Total 337 No.s


PVC/SWR plain bendEach

Block DI 85 No.s

Total 85 No.s

17 "A" S & F of 76.20mm went coal Each

Block DI 101 No.s


6/81

Item

NoDescription


Total 101 No.s

18'B' Supplying and fixing of European type

Hindustan neycer or parry ware WCEach

Block DI 195 No.s

Total 195 No.s

19

'A' Supplying and fixing of 558.8mm x

406.4mm indian make white glazed wash hand

basin

Each

Block DI 320 No.s

Total 320 No.s

20

'A' Making holes n masanory work and

redoing good as directed by the department EachBlock DI 610 No.s

Total 610 No.s

21 'A' Supplying and fixing of stain less steel sink Each

Block DI 80 No.s

Total 80 No.s

22'A' Internal water supply 3 layers 40mm dia

PPR pipes for portableRM

Block DI 2751.5 RM

Total 2751.5 RM



Block DI 564 RM

Total 564 RM



Block DI 194.6 RM

Total 194.6 RM



Block DI 700 RM

Internal Water Supply


7/81

Item

NoDescription


Total 700 RM



Block DI 795 RM

Total 795 RM



Block DI 835 RM

Total 835 RM

28Supply and fixing of 12.7mm dia of CP long

body bibcock of Jaquare companyEach

Block DI 200 No.s

Total 200 No.s

29Supply and fixing of 12.7mm dia of CP short

body bibcock of Jaquare companyEach

Block DI 80 No.s

Total 80 No.s

30Supply and fixing of 24.4 mm dia and

609.6mm long Aluminum auodised towel rod

Each

Block DI 195 No.s

Total 195 No.s

31

Supply and fixing of Jaquare company wall

mixure of CP non telephonic shower

arrangements 15mm etc complete

Each

Block DI 195 No.s

Total 195 No.s

32

Supply and fixing of Jaquare company wall

mixure of CP fancy shower arrangements

15mm etc complete

Each

Block DI 195 No.s

Total 195 No.s

33Supply and fixing of CP soup dish heavy type

NP screws etc completeEach

Block DI 195 No.s


8/81

Item

NoDescription


Total 195 No.s

34Supply and fixing of PVC low level sistran

parryware slim line flush tankEach

Block DI195

No.s

Total 195 No.s

35Supply and fixing of 20mm dia PPR gate

walvesEach

Block DI 195 No.s

Total 195 No.s


walvesEach

Block DI 800 No.s

Total 800 No.s


walvesEach

Block DI 160 No.s

Total 160 No.s


walvesEach

Block DI 400 No.s

Total 400 No.s

39 Making holes in RCC slab Each

Block DI 195 No.s

Total 195 No.s


9/81

Sl.No Description Quantity Unit

1Earth work excavation by machinary and

depositing on bank with an intial lead of

10m and lift of 2m in mixture of gravel

and soft disintegrated rock like shales,ordinary gravel stoney earth and earth

mixed with fair size boulders including

shoring shuttering and bailing out of

water etc for foundations .

For block DH 2181.47 cum

For block PF 3017.40 cum

For block DI 307.08 cum

For block PSCH 2560.00 cum

8065.95 cum

2Disposal of excavated earth available at

site (using machine) to a distance of

500 Mts. and filling in Ditches, Lowlying

area and road embankment in layers not

exceeding 15cm thick, consolidatingeach deposited layer by watering and

ramming including all operational,

incidental, labour charges, hire charges

of T&P etc., complete for finished item

of work. Qty as per item 1

7758.87 cum

3 Excavation in rock by way of benching

,chiselling, wedging, and Boring in

fourndation, grade levelling including all

lead and lift charges and disposal of

rock from the site as directed by the

department.( A rate of Rs.164.90 per

Cum





1724.44 cum

4 Disposal of excavated surplus rock

available at site with a lead of 0.50 KM

including transporting, loading and

unloading charges etc., complete as

directed by the Engineer in charge.

2425.10 cum

5Earth work Excavation in hard rock and

boulders of more than 3 cum in size

where ever quarrying is done by

controlled blasting without stacking



For block DI cum

For block PSCH cum

1005.00 cum

6 Disposal of excavated surplus rock

available at site with a lead of 0.50 KM

including transporting, loading and

unloading charges etc., complete as

directed by the Engineer in charge.

1005.00 cum

7 Drilling of 25mm dia and 800 mm deep

in hard rock or sheet rock by pneumatic

grouting and placing of 16 mm dia Tor

steel bars and grouting holes with slurry

excluding cost of steel and its

fabrication charges but including cost

and conveyance of al

Name of Work : Construction of 4 Blocks (Stilt+5) AARAMBH-II, Papireddy Colony, Chandanagar(v), Serilingampally(m), R.R D

ABSTRACT

Nos


10/81

Sl.No Description Quantity UnitNos

For block PSCH 2742.00 Rmt

14089.20 Rmt

5 Providing and laying VCC M20 in

foundations, machine foundations,

footings and bases of columns and

under floors including the cost of

centering and shuttering for Column

footings levelling course





234.31 cum

6 Providing and laying cement concrete

1:5:10 (1 cement :5 coarse sand :10

graded stone aggregate 40 mm.

nominal size) mm. ) in basement under

floors





466.25 cum

7 VRCC M20 grade mix (Design Mix as

per SS) with fixed stone aggregate of20mm & 12mm size mechanically mixed

with necessary reinforcement including

cost and conveyance of all materials

and water to work site seigniorage all

operational

FOR FOOTINGSFor block DH 210.16 cum




749.76 cum


per SS) with fixed stone aggregate of

20mm & 12mm size mechanically mixed

with necessary reinforcement includingcost and conveyance of all materials


operational

FOR PEDESTALS





108.87 cum






and water to work site seigniorage alloperational

FOR PLINTHBEAM





238.18 cum







operational

FOR COLUMNS UPTO PLINTH BEAM

For block

DH

For block

PF

For block

DI

For block

PSCH


11/81


For block

DH

For block

PF

For block

DI

For block

PSCH

GROUND FLOOR 43.37 32.98 82.80 73.75 232.89 cum

FIRST FLOOR 43.37 32.98 82.80 73.75 232.90 cum

SECOND FLOOR 43.37 32.98 82.80 73.75 232.90 cum

THIRD FLOOR 43.37 32.98 82.80 73.75 232.90 cum

FOURTH FLOOR 43.37 32.98 82.80 73.75 232.90 cum

FIFTH FLOOR 43.37 32.98 82.80 73.75 232.90 cum

SIXTH FLOOR 2.03 2.70 5.40 10.13 20.25 cum

SEVENTH FLOOR 1.35 1.35 2.70 5.40 10.80 cum







operational

ROOF BEAMS

For block

DH

For block

PF

For block

DI

For block

PSCH

GROUND FLOOR 14.29 14.63 96.96 13.10 138.98 cum

FIRST FLOOR 14.29 14.63 43.55 13.10 85.57 cum

SECOND FLOOR 14.29 14.63 43.55 13.10 85.57 cum

THIRD FLOOR 14.29 14.63 43.55 13.10 85.57 cumFOURTH FLOOR 14.29 14.63 43.55 13.10 85.57 cum

FIFTH FLOOR 14.29 14.63 43.55 13.10 85.57 cum

SIXTH FLOOR 1.74 2.11 4.67 3.07 11.59 cum








operational

ROOFSLAB

For block

DH

For block

PF

For block

DI

For block

PSCHGROUND FLOOR 123.99 88.53 94.23 185.52 492.27 cum

FIRST FLOOR 123.99 88.53 94.23 185.52 492.27 cum

SECOND FLOOR 123.99 88.53 94.23 185.52 492.27 cum

THIRD FLOOR 123.99 88.53 94.23 185.52 492.27 cum

FOURTH FLOOR 123.99 88.53 94.23 185.52 492.27 cum

FIFTH FLOOR 123.99 88.53 94.23 185.52 492.27 cum

SIXTH FLOOR 4.13 2.73 3.69 4.13 14.68 cum







and water to work site seigniorage alloperational

Lintels

For block

DH

For block

PF

For block

DI

For block

PSCH

GROUND FLOOR

FIRST FLOOR 1.80 1.40 2.44 2.81 8.45 cum

SECOND FLOOR 1.80 1.40 2.44 2.81 8.45 cum

THIRD FLOOR 1.80 1.40 2.44 2.81 8.45 cum

FOURTH FLOOR 1.80 1.40 2.44 2.81 8.45 cum

FIFTH FLOOR 1.80 1.40 2.44 2.81 8.45 cum

SIXTH FLOOR 0.00 0.00 0.00 0.00 0.00 cum


14 BED BLOCKS

For block

DH

For block

PF

For block

DI

For block

PSCH

GROUND FLOOR

FIRST FLOOR 0.44 0.36 6.68 0.70 8.18 cum


12/81


FIFTH FLOOR 0.44 0.36 7.12 0.70 8.62 cum

SIXTH FLOOR








operational

Chajjas

For block

DH

For block

PF

For block

DI

For block

PSCH

GROUND FLOOR

FIRST FLOOR 61.000 43.92 78.08 103.70 286.70 Sqm

SECOND FLOOR 61.000 43.92 70.76 103.70 279.38 Sqm

THIRD FLOOR 61.000 43.92 70.76 103.70 279.38 Sqm

FOURTH FLOOR 61.000 43.92 70.76 103.70 279.38 Sqm

FIFTH FLOOR 61.000 43.92 70.76 103.70 279.38 Sqm

16Racks and lofts Ground Floor FLOOR

RCC M20 grade mix (Design Mix as per

SS) with stone aggregate of 20mm and12mm size mechanically mixed etc,

necessary reinforcement including cost

and conveyance of all materials and

water to work site seignorage and all

operational, incidential labour charges

such as centering (steel Centering)

mixing concrete, laying, lift charges,

curing, etc., complete for finished item

of work as per standard specification but

excluding cost on steel reinforcement

and its fabrication charges etc complete

for finished item of work to the required

strength as directed by department for

60 mm thick to 40 mm thick at free end,

plastering 12mm thick in CM(1:4) Prop.

For all exposed faces (Bottom & Sides)

etc.

For block

DH

For block

PF

For block

DI

For block

PSCH

GROUND FLOOR

FIRST FLOOR 91.783 68.15 114.70 91.78 366.42 Sqm

SECOND FLOOR 91.783 68.15 114.70 91.78 366.42 Sqm

THIRD FLOOR 91.783 68.15 114.70 91.78 366.42 Sqm

FOURTH FLOOR 91.783 68.15 114.70 91.78 366.42 Sqm

FIFTH FLOOR 91.783 68.15 114.70 91.78 366.42 Sqm

17VRCC M20 grade mix (Design Mix as






operational

CUPBOARD SHELVES

For block DH 684.84 Sqm

For block PF 527.70 Sqm

For block DI 878.37 Sqm

For block PSCH 684.84 Sqm

2775.75 Sqm


13/81


18 BRICK MASONERY in CM(1:8)prop:

With Flyash,Gypsum, stone quarry dust

and Lime soild blocks of size

290x225x140mm(made up of

Flyash,Lime and gypsum) with

compressive strength not less than 50

kg/sq.cm. Including cost and

conveyance of all materials,labour

charges,curing etc., complete for14.00

cm. Thick Main Wall.

For block

DH

For block

PF

For block

DI

For block

PSCH

FIRST FLOOR 106.82 92.05 255.48 176.52 630.86 Cum

SECOND FLOOR 106.82 92.05 255.48 176.52 630.86 Cum

THIRD FLOOR 106.82 92.05 255.48 176.52 630.86 Cum

FOURTH FLOOR 106.82 92.05 255.48 176.52 630.86 Cum

FIFTH FLOOR 106.82 92.05 255.48 176.52 630.86 Cum

SIXTH FLOOR 61.87 51.20 26.26 135.78 275.12 Cum


19 GROUND FLOOR Masonary in

CM(1:8)prop: With Flyash,Gypsum,

stone quarry dust and Lime soild blocks

of size 290x225x140mm(made up of

Flyash,Lime and gypsum) with

compressive strength not less than 50

kg/sq.cm. Including cost and

conveyance of all materials,labour

charges,curing etc., complete for10.00

cm. Thick Main Wall.

For block

DH

For block

PF

For block

DI

For block

PSCH

FIRST FLOOR 70.08 52.04 219.85 130.25 472.23 Cum

SECOND FLOOR 70.08 52.04 219.85 130.25 472.22 Cum

THIRD FLOOR 70.08 52.04 219.85 130.25 472.22 Cum

FOURTH FLOOR 70.08 52.04 219.85 130.25 472.22 CumFIFTH FLOOR 70.08 52.04 219.85 130.25 472.22 Cum

SIXTH FLOOR

20Ground floor steps PCC M-20 Grade

mix with stone aggregate of 20 mm &

12mm size mechanically mixed

including cost and conveyance of all

materials and water to work site,

seignorage fee and all opertational

,incidential,labour charges such as

centering from work, steel

centering,mixing concrete, laying, lift

charges ,vibrating,curing etc complete

for finished item of work as per Standard

Specification etc complete for finished

item of work to the required strength as

directed by department forsteps.

For block

DH

For block

PF

For block

DI

For block

PSCH

GROUND FLOOR 0.68 0.68 1.35 2.7 5.40 Cum

FIRST FLOOR 0.68 0.68 1.35 2.7 5.40 Cum

SECOND FLOOR 0.68 0.68 1.35 2.7 5.40 Cum

THIRD FLOOR 0.68 0.68 1.35 2.7 5.40 Cum

FOURTH FLOOR 0.68 0.68 1.35 2.7 5.40 Cum

FIFTH FLOOR 0.68 0.68 1.35 2.7 5.40 Cum

SIXTH FLOOR 0.68 0.68 1.35 2.7 5.40 Cum


14/81


21

Plastering 12mm thick in 2 coats with a

base coat of 8mm thick in CM (1:6)

prop and top coat 4mm thick in

CM(1:4)prop with dubara sponge

finishing including cost and conveyance

of all materials seignorage and water to

work site and all operational ,incidential

labour charges such as scaffolding,

mixing, motor , lift charges, curing etc.

complete for finished item of work as per

SS No. 901, 904 for internal walls

For block

DH

For block

PF

For block

DI

For block

PSCH

GROUND FLOOR 2041.72 1533.27 2946.47 3252.34 9773.80 Sqm

FIRST FLOOR 4195.63 2744.60 5649.64 5090.66 17680.53 Sqm

SECOND FLOOR 4195.63 2744.60 5649.64 5090.66 17680.53 Sqm

THIRD FLOOR 4195.63 2744.60 5649.64 5090.66 17680.53 Sqm

FOURTH FLOOR 4195.63 2744.60 5649.64 5090.66 17680.53 Sqm

FIFTH FLOOR 4195.63 2744.60 5649.64 5090.66 17680.53 Sqm

SIXTH FLOOR 463.94 383.00 383.61 923.40 2153.95 Sqm

SEVENTH FLOOR 25.09 25.09 27.88 100.37 178.44 Sqm

22 Plastering 12mm thick in 2 coats with abase coat of 8mm thick in CM (1:6)

prop and top coat 4mm thick in

CM(1:4)prop with dubara sponge

finishing including cost and conveyance

of all materials seignorage and water to

work site and all operational ,incidential

labour charges such as scaffolding,

mixing, motor , lift charges, curing etc.

complete for finished item of work as per

SS No. 901, 904 for external walls

For block

DH

For block

PF

For block

DI

For block

PSCH

FIRST FLOOR 1177.65 965.40 1691.47 2178.511 6013.04 Sqm

SECOND FLOOR 1177.65 965.40 1691.47 2178.511 6013.04 Sqm

THIRD FLOOR 1177.65 965.40 1691.47 2178.511 6013.04 Sqm

FOURTH FLOOR 1177.65 965.40 1691.47 2178.511 6013.04 Sqm

FIFTH FLOOR 1177.65 965.40 1691.47 2178.511 6013.04 Sqm

SIXTH FLOOR 437.52 361.84 363.03 994.625 2157.01 Sqm

SEVENTH FLOOR 28.48 28.48 28.48 28.48 113.90 Sqm

23 Supply and fixing of doors as per

approved drawings with 2nd class teak

wood frame of section 100mm x 65 mm

and ISI marked flush door shutter of

35mm thick single shutterwith bond

wood solid block board type Corehaving cross bands and face veneers,

hot pressed bonded with water proof

phenol formaldehyde synthetic resin

factory made conforming to IS 2202-

1991 (Part-I) with teak veneer on one

face and commercial ply on another

face (lipping) including cost and

conveyance to site of teak wood frame,

flush shutter including supply and fixing

6 Nos.MS Z hold fasts of size

300mmx40mmx5mm including


15/81


cost of ISI marked fixtures of 3Nos

Brass butt hinges 150mm long, 1No.

Aluminium aldrop 300mm long, 1No.

Aluminium tower bolt of 300 mm long at

top, 1No. 150mm long Brass handle,

1No. Brass door stopper and 1No

rubber bush including cost of second

class teak wood frame, making,

finishing and fixing the fixtures to door

with required number of screws, bolt

and nuts including all labour charges for

fixing the frame in position, fixing the

shutter to the frame etc., complete for

finished item of work as per APSS 1001

& 1002 (The vertical frame of door shall

be embedded in flooring for a depth of

not less than 10 mm) of size 1.05 x 2.00

mts (3-6 x 6-6)

For block DH 50 Nos

For block PF 45 Nos

For block DI 80 Nos

For block PSCH 50 Nos

225 Nos

24 Door of size 3-0 x 6-6 Supply fixing

and filling with cement mortar (1:8) prop

of polynon frame of section 105x60 with

30mm rebate manufactured by cold

rolled forming process using cold rolled

steel coil of 1.25mm thick with bright

CRCA strips of "D" quality M.S. grade

confirming to IS 4351-1976.

For block DH 125 Nos

For block PF 90 Nos

For block DI 215 Nos


555 Nos

25Door of size 2-6 x 6-6 Supply fixing

and filling with cement mortar (1:8) propof Mild steel hollow door frame of

section 105x60 with 30mm rebate

manufactured by cold rolled forming

process using cold rolled steel coil of

1.25mm thick with bright CRCA strips of

"D" quality M.S. grade confirming to IS

4351-1976.

For block DH 51 Nos

For block PF 46 Nos

For block DI 2 Nos


150 Nos

Aluminium Sliding Doorof size 6-0 x

6-6 Supply fixing and filling withcement mortar (1:8) prop of Mild steel

hollow door frame of section 105x60

with 30mm rebate manufactured by

cold rolled forming process using cold

rolled steel coil of 1.25mm thick with

bright CRCA strips of "D" quality M.S.

grade confirming to IS 4351-1976.

For block DH 50 Nos

For block PF 45 Nos

For block DI 80 Nos


300 Nos

295x6x6.5 11505 Sft


16/81


26Door of size 2-6 x 6-6 Supply and

door frame made of hollow extruded

PVC section (Nandi or equivalent)

having dimensions of 40 x57mm with

the wall thickness of 2mm +/- 0.2 mm

duly reinforced with seasoned woood

plank at the hinges side the door frame

top 2 corners shall be metricut/weilded.

with door shutters made of rigid PVCextruded hollow section (Nandi


For block PF 90 Nos



505 Nos

27NCL WINDOE OF SIZE 3-0 x 4-0

Providing and fixing windows made of

prepainted steel (base steel as per IS

513 of 0.60 mm thick galvonised as per

IS 277 with zinc of 150 GSM)

For block DH 200 NosFor block PF 135 Nos



785 Nos

785*.9*1.2 847.8 Nos

28 NCL WINDOE OF SIZE 3-0 x 2-6

Providing and fixing windows made of

prepainted steel (base steel as per IS

513 of 0.60 mm thick galvonised as per

IS 277 with zinc of 150 GSM)

For block DH 50 Nos

For block PF 50 Nos

For block DI 70 Nos


220 Nos

225*.9*.75 151.88 Sqm

29 Manufacturing & supply of 2'-0" x 1"-6"

steel ventilator including cost of steel &

glass


For block PF 90 Nos



510 Nos

510*.6*.45 137.7 Sqm

30 Ground floor Flooring with

Grananalothic concrete Flooring 50 mm

thick with CC 1:1:2 prop. Using 6mm to

12 mm size (SSS) grade hard granite

stone mesigne crushed metal laid

Granalothically over an existing bed ofCC 1:5:10 Prop. 10 cm thic. CC slab

laib in alternate panels of size not

exceeding 1.5X1.5m and finishing the

top surface to required smooth ness and

slopes including cost and conveyance of

all meterials and all operational

incidental and seinarage charges and

mixing concrete, laying, curing etc.

complete for finisheditemof work.(APSS

NO:701and 707 )





4961.30 Sqm


17/81


31 Flooring with CERAMIC Edge cut tiles

of Johnson with 1st quality(premium) of

approved colour over a base coat of

cement plastring in cm. ( 1:6 ) with white

cement with required colour segment to

match the shade of the colour including

cost and conyance of all meterials,

labour and all taxes etc. complete for

finished item In rooms flooring with

8.3mm thk ceramic tiles of size(400 x

400mm) with 1" thk mortar in CN(1:6)

prop

For block

DH

For block

PF

For block

DI

For block

PSCH

FIRST FLOOR 821.29 583.07 759.92 1598.48 3762.76 Sqm

SECOND FLOOR 821.29 583.07 759.92 1598.48 3762.76 Sqm

THIRD FLOOR 821.29 583.07 759.92 1598.48 3762.76 Sqm

FOURTH FLOOR 821.29 583.07 759.92 1598.48 3762.76 Sqm

FIFTH FLOOR 821.29 583.07 759.92 1598.48 3762.76 Sqm

Total 18813.82 Sqm

32Dadooing with coluru glazed tiles 6.5mm

thick of size(300 x 200 mm) 1st quality

(as per manufacturers specification ) ofapproved make ISI CM (1:5) prop with

grey cement slurry for

kitchen,bathroom,balcony & li ft cladding

Toilet dadooing

For block

DH

For block

PF

For block

DI

For block

PSCH

FIRST FLOOR 503.20 362.78 782.45 655.24 2303.67 Sqm

SECOND FLOOR 503.20 362.78 782.45 655.24 2303.67 Sqm

THIRD FLOOR 503.20 362.78 782.45 655.24 2303.67 Sqm

FOURTH FLOOR 503.20 362.78 782.45 655.24 2303.67 Sqm

FIFTH FLOOR 503.20 362.78 782.45 655.24 2303.67 Sqm

Total 11518.35 Sqm

33 Supplying and application of two coats

of ALTEK super fine , one coat ofALTEK water based coment primer and

twocoats of ALTEK flora ( plastic

emulsion paint ) to interior faces of new

walls and ceeling of approved colour as

per manufacturer's specifications

including cost and conveyance of all

matirials to site and labour charges such

as preparing the wall, applying primary

coat etc. complete for finished item of

work for INTERNAL WALLS AND

CEILING (Total 2 coats).




For block PSCH 29629.04 Sqm100330.39 Sqm

34"B" -Supply and application of one

coats of Altek water based cement

primer and two coats of harmony

(Acrylic emulsion paint exterior grade) to

exterior faces of new walls and ceiling

of approved colour as per

manufacturer's specifications including c





34715.07 Sqm


18/81


35 Painting to new wood work and flush

shutters with lappam finish , over a

primary coat and painting two coats of

synthetic enamel paint 1st grade of

approved brand and shade (Total 3

coats) including cost and conveyance of

all materials to site cost of primer coat

and all labour charges etc. complete

including applying sand paper on

lappam coats for neat finish including

sales & other taxes on cost of all

materials etc. complete (APSS No.1200,

1207 & 1211) in all floors.





3621.28 Sqm

36 Supply and fixing of high polished Black

granite 16 to 18 mm thick (upto 2.43 Mts

length) including the rounding the

exposed edges of granite slab and

polished set over a base of 20mm thick

C.M(1:5) prop over already forKITCHEN PLATFORM

For block

DH

For block

PF

For block

DI

For block

PSCH

FIRST FLOOR 32.19 25.99 46.20 64.25 168.62 Sqm

SECOND FLOOR 32.19 25.99 46.20 64.25 168.63 Sqm

THIRD FLOOR 32.19 25.99 46.20 64.25 168.63 Sqm

FOURTH FLOOR 32.19 25.99 46.20 64.25 168.63 Sqm

FIFTH FLOOR 32.19 25.99 46.20 64.25 168.63 Sqm

37 Supplying and laying ofpolished

shabad stone of tandur blue variety of

25.40 mm thick single piece over a

base of 20 mm thick in C. M (1:8) with

neat cement joints to full depth includingcost and conveyance of all materials

and labour charges for laying, cutting

seigniorage charges etc complete for

tread and risers

For block

DH

For block

PF

For block

DI

For block

PSCH

GROUND FLOOR 19.08 19.08 19.53 76.32 134.01 Sqm

FIRST FLOOR 19.08 19.08 19.53 76.32 134.01 Sqm

SECOND FLOOR 19.08 19.08 19.53 76.32 134.01 Sqm

THIRD FLOOR 19.08 19.08 19.53 76.32 134.01 Sqm

FOURTH FLOOR 19.08 19.08 19.53 76.32 134.01 Sqm

FIFTH FLOOR 19.08 19.08 19.53 76.32 134.01 Sqm

SIXTH FLOOR 19.08 19.08 19.53 76.32 134.01 Sqm

38 Surface preparation by means ofchipping & cleaning testing for leakage

points and grouting the same with neat

cement slurry and repairing of cracks

and pot holes,if any with polymer repair

motor and applying two coats of polymer

based water proofing slurry coating.Sika

top seal 107 with coverage of 3Kg per

sq mtr for two coats and providing

cement screed of average 50mm thick

with smooth finish,and continuing the

same upto height of 300mm all along

the parapet wall and other adjoining

walls in form of vatta

SCREED CONCRETEFor block DH 986.86 Sqm

For block PF 726.00 SqmFor block DI 1503.02 Sqm


19/81


39 Lift cladding with CERAMIC Edge cut

tiles of Johnson with 1st

quality(premium) of approved colour

over a base coat of cement plastering in

cm. ( 1:6 ) with white cement with

required colour segment to match the

shade of the colour including cost and

conyance of all meterials, labour and all

taxes etc. ceramic tiles of size(300 x

300mm) with 1" thk mortar in CM(1:6)

propFor block DH 31.13 Sqm

For block PF 31.13 SqmFor block DI 75.63 Sqm


262.40 Sqm

40Impervious coat 20mm thick average

over roof slab with CM(1:4) prop. Mixed

with approved water proofing compound

at the rate of 1.0 kg per bag of cement

(50 kgs) and laid when the slab is green

with thread lining at 1-6x1-6 pannelsand finished smooth with neat cement

rendering as directed including cost and

conveyance of all materials and water to

work site, seignorage fee and all

operational, incidental, labour charges

such as mixing mortar, laying, curing

etc., complete forToilets

For block

DH

For block

PF

For block

DI

For block

PSCH


20/81

Agmt

item

no

Description Length Breadth Depth Quantity Unit

1

Block DH 1 1 1 56.5 29.7 1.30 2181.47 cum

2

For Coloumn footings for type 1

(External) 5 11

1

1.8 1.8 1.10 196.02


(Internal) 5 31

2.4 2.4 1.10 95.04


(external) 5 8

1

1.8 1.8 1.10 142.56


(Internal) 5 1

1

2.4 2.4 1.10 31.68

For Coloumn footings for staircase 2 1 1 1.8 1.8 1.10 7.13

For Coloumn footings for lift 4 1 1 1.8 1.8 1.10 14.26486.68 cum

3

1 1 1 28 15 1.50 630.00 cum

4

For block DH

External columns 101 7 7 1 1 0.8 3959.20

internal columns 20 9 9 1 1 0.8 1296.00

Net Quantity: Total 5255.20 Rmt

5

External columns 101 1 1 1.8 1.8 0.15 49.09

internal columns 20 1 1 2.4 2.4 0.15 17.28

66.37 cum

6

Type 1 Stilt floor 5 1 1 11.1 8.9 0.1 49.40

Type 2 Stilt floor 5 1 1 9.4 8.9 0.1 41.83

Corridor 1 1 1 49.5 2 0.1 9.90

for staircase 1 1 1 8.9 3.28 0.1 2.92

Deduct for beam portions (81.59+61.38) 1 1 1 142.97 0.23 0.1 -3.29

Deduct for columns 121 1 1 0.3 0.45 0.1 -1.63

for sump 2 1 1 5.14 3.38 0.15 5.21 Cum

LIFT 1 1 1 2.26 2.26 0.15 0.77

Total qty 100.76 Cum7


Internal columns 20 1 1 2.4 2.4 0.475 54.72

210.16 cum

8

FOR PEDESTALS



for sump 2 1 1 5.14 3.38 0.125 4.34

LIFT 1 1 1 2.26 2.26 0.125 0.6430.63 cum

9 FOR PLINTHBEAM

Excavation in rock by way of benching ,chiselling, wedging, and Boring in fourndation, grade levelling including all

lead and lift charges and disposal of rock from the site as directed by the department.( A rate of Rs.164.90 per Cum

VRCC M20 grade mix (Design Mix as per SS) with fixed stone aggregate of 20mm & 12mm size mechanically mixed

with necessary reinforcement including cost and conveyance of all materials and water to work site seigniorage all

operational

Name of Work : Construction of 1 Block (Stilt+5) total 50 flats, 25 flats Type - 1 (1026.55 sft) and 25 flats Type - 2 (1212.23 sft)

AARAMBH ,RGK Scheme-II, Papireddy Colony, Chandanagar(v), Serilingampally(m), R.R Dist.

Block DH

Nos

Earth work excavation and depositing on bank with an intial lead of 10m and l ift of 2m in mixture of gravel and soft

disintegrated rock like shales ,ordinary gravel stoney earth and earth mixed with fair size boulders including shoring

shuttering and bailing out of water etc for foundations .



operational for footings

Providing and laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40 mm. nominal

size) mm. ) in basement under floors

Drilling of 25mm dia and 800 mm deep in hard rock or sheet rock by pneumatic grouting and placing of 16 mm dia Tor

steel bars and grouting holes with slurry excluding cost of steel and its fabrication charges but including cost and

conveyance of al

Earth work Excavation in hard rock and boulders of more than 3 cum in size where ever quarrying is done by controlled

blasting without stacking

Providing and laying VCC M20 in foundations, machine foundations, footings and bases of columns and under floors

including the cost of centering and shuttering forColumn footings levelling course


21/81

Agmt

item

no

Description Length Breadth Depth Quantity UnitNos

B2 5 3 1 2.15 0.23 0.3 2.23

B3 5 1 1 3.05 0.23 0.3 1.05

B4 5 2 1 2.790 0.23 0.3 1.93

B5 5 1 1 3.860 0.23 0.3 1.33

B6 5 1 1 4.350 0.23 0.3 1.50

B7 5 2 1 11.100 0.23 0.3 7.66

B8 5 1 1 6.630 0.23 0.3 2.29

B9 5 1 1 3.760 0.23 0.3 1.30

B10 5 1 1 6.860 0.23 0.3 2.37

B11 5 1 1 1.050 0.23 0.3 0.36

TYPE 2 0.00

B1 4 2 1 8.900 0.23 0.3 4.91

B2 4 1 1 2.990 0.23 0.3 0.83

B3 4 2 1 1.990 0.23 0.3 1.10

B4 4 1 1 2.870 0.23 0.3 0.79

B5 4 2 1 9.400 0.23 0.3 5.19

B6 4 1 1 1.470 0.23 0.3 0.41

B7 4 2 1 5.060 0.23 0.3 2.79

B8 4 1 1 3.290 0.23 0.3 0.91

45.07 cum

FOR STAIR CASE

LW 1 1 1 5.930 0.23 0.3 0.41

SW 1 2 1 3.280 0.23 0.3 0.45lift all round 1 1 1 7.200 0.23 0.3 0.50

1.36

Total qty 46.43 cum

10 Columns upto Plinth beam

External columns 101 1 1 0.3 0.45 1 13.64

Internal columns 20 1 1 0.3 0.45 1 2.70

for side walls of sump 2 1 1 17.04 0.175 2 11.93

for side walls of lift 2 1 1 9.04 0.175 1.5 4.75

16.34 cum

COLUMNS FOR GROUND FLOOR



Total qty 43.37 cum

First floor 43.37 cum

Second floor 43.37 cumThird floor 43.37 cum

Fourth floor 43.37 cum

Fifth floor 43.37 cum

COLUMNS FOR SIXTH FLOOR

Staircase columns 2 1 1 0.3 0.45 2.5 0.68

lift columns 4 1 1 0.3 0.45 2.5 1.35

2.03 cum

COLUMNS FOR SEVENTH FLOOR

lift columns 4 1 1 0.3 0.45 2.5 1.35

1.35 cum

11

Up to bottom of plinth beam item no

1+2+3 3298.15Deduct for useful earth qty @50% OF

item 1 -1090.73

Deduct footings qty -210.16

Deduct pedestals qty -30.63

Deduct plinth beam qty -46.43

Deduct cols up to PB qty -16.34

Total qty 1903.86 Cum

11 ROOF BEAMS

GROUND FLOOR

TYPE 1

B1 2 1 1 8.90 0.23 0.38 1.56

B2 3 1 1 2.15 0.23 0.38 0.56

B3 1 1 1 3.05 0.23 0.38 0.27

B4 2 1 1 2.79 0.23 0.38 0.49

B5 1 1 1 3.86 0.23 0.38 0.34B6 1 1 1 4.35 0.23 0.38 0.38

B7 2 1 1 11.10 0.23 0.38 1.94

B8 1 1 1 6 63 0 23 0 38 0 58

Filling in trenches, sides of foundations, basements etc., with carted earth with a lead of 12km in layers not exceeding

15cms thick consolidating each deposited layer by watering and ramming including c/c of earth, water to workspot


22/81

Agmt

item

no


B11 1 1 1 1.05 0.23 0.38 0.09

TYPE 2 7.13 cum

B1 2 1 1 8.90 0.23 0.38 1.56

B2 1 1 1 2.99 0.23 0.38 0.26

B3 2 1 1 1.99 0.23 0.38 0.35

B4 1 1 1 2.87 0.23 0.38 0.25

B5 2 1 1 9.40 0.23 0.38 1.64

B6 1 1 1 1.47 0.23 0.38 0.13

B7 2 1 1 5.06 0.23 0.38 0.88

B8 1 1 1 3.29 0.23 0.38 0.29

At stair case 2 1 1 3.28 0.23 0.38 0.57

1 1 1 5.90 0.23 0.38 0.52

for lift alround 1 1 1 8.12 0.23 0.38 0.71

7.16 cum

GROUND FLOOR 14.29 cum

FIRST FLOOR 14.29 cum

SECOND FLOOR 14.29 cum

THIRD FLOOR 14.29 cum

FOURTH FLOOR 14.29 cum

FIFTH FLOOR 14.29 cum

SIXTH FLOOR

At stair case 2 1 1 3.28 0.23 0.38 0.57

2 1 1 5.90 0.23 0.38 1.03for lift alround 1 1 1 8.12 0.23 0.38 0.71

1.74 cum

SEVENTH FLOOR

for lift alround 1 1 1 8.12 0.23 0.38 0.71

11 ROOFSLAB for Ground Floor

For Type 1 5 1 1 11.10 8.9 0.115 56.80

For Type 2 5 1 1 9.40 8.9 0.115 48.10

corridor 1 1 1 49.50 2.00 0.115 11.39

waist slab 2 1 1 3.00 1.5 0.15 1.35

midlanding slab 2 1 1 1.50 3.3 0.115 1.14

top slab for sump 2 1 1 5.14 3.38 0.15 5.21

123.99 cum

ROOFSLAB for Ground Floor 123.99 cum

ROOFSLAB for First Floor 123.99 cum

ROOFSLAB for Second Floor 123.99 cumROOFSLAB for third Floor 123.99 cum

ROOFSLAB for Fourth Floor 123.99 cum

ROOFSLAB for Fifth Floor 123.99 cum

ROOFSLAB for Sixth Floor

stair case head room 1 1 1 8.90 3.28 0.115 3.36

lift room 1 1 1 2.26 2.26 0.15 0.77

4.13 cum

ROOF SLAB SEVENTH FLOOR

lift room 1 1 1 2.26 2.26 0.115 0.59

12 Lintels FIRST FLOOR

over D 10 1 1 1.37 0.15 0.1 0.21

over D1 25 1 1 1.22 0.1 0.1 0.31

over D2 35 1 1 1.07 0.1 0.1 0.37

Over sliding door 10 1 1 2.10 0.1 0.15 0.32

over W40 1 1 1.22 0.1 0.1 0.49over W! 10 1 1 0.91 0.1 0.1 0.09

over lift 1 1 1 1.07 0.15 0.1 0.02

1.80 cum

Lintels for SECOND FLOOR 1.80 cum

Lintels for THIRD FLOOR 1.80 cum

Lintels for FOURTH FLOOR 1.80 cum

Lintels for FIFTH FLOOR 1.80 cum

SEVENTH FLOOR

over lift 1 1 1 1.07 0.15 0.10 0.02 cum

Bed blocks

over D 10 2 3 0.15 0.14 0.10 0.13

over D1 25 2 3 0.15 0.10 0.10 0.23

over D2 10 2 3 0.15 0.10 0.10 0.09

0.44 cum

bed blocks for first floor 0.44 cum

bed blocks for second floor 0.44 cum

bed blocks for third floor 0.44 cum


23/81

Agmt

item

no


13

Chejjas over Windows FOR FIRST

FLOOR

Chejjas over Windows W 40 1 1 1.22 0.6 48.80

Chejjas over Windows W1 10 1 1 1.22 0.6 12.20

61.00 SQM

Chejjas over Windows FOR FIRST

FLOOR 61.00 SQM

Chejjas over Windows FOR SECOND

FLOOR 61.00 SQM

Chejjas over Windows FOR THIRD

FLOOR 61.00 SQM

Chejjas over Windows FOR FOURTH

FLOOR 61.00 SQM

Chejjas over Windows FOR FIFTH

FLOOR 61.00 SQM

14

Type 1

Lofts in kitchen 5 1 1 2.53 0.45 5.69

kitchen platform two sides 5 1 1 4.08 0.65 13.26

Deduct for sink 5 1 1 0.52 0.40 -1.04

master bed 5 1 1 4.17 0.60 12.51

bed 1 5 1 1 3.20 0.60 9.60

bed2 5 1 1 2.90 0.60 8.70

48.72

Type 2

Lofts in kitchen 5 1 1 2.40 0.45 5.40


Deduct for sink 5 1 1 0.52 0.40 -1.04

master bed 5 1 1 4.00 0.60 12.00bed 1 5 1 1 3.70 0.60 11.10

43.06 Sqm

First floor 91.78 Sqm

second floor 91.78 Sqm

third floor 91.78 Sqm

fourth floor 91.78 Sqm

fifth floor 91.78 Sqm

15

VRCC M20 FOR CUPBOARD

SHELVES

Type 1

kitchen Shelves horizontal 5 1 1 2.53 0.32 4.048


kitchen Shelves verticals 5 2 1 1.50 0.32 4.8Master bed horizontal 5 2 1 2.09 0.53 11.077

Master bed verticals 5 2 1 1.98 0.53 10.494

bed 1 5 2 1 2.44 0.53 12.932

bed 1 5 2 1 1.98 0.53 10.494

bed 2 5 2 1 1.87 0.53 9.911

bed 2 5 2 1 1.98 0.53 10.494

80.01 Sqm

Type 2



kitchen Shelves verticals 5 2 1 1.50 0.32 4.80

Master bed horizontal 5 2 1 2.00 0.53 10.60


bed 1 5 2 1 2.10 0.53 11.13

bed 1 5 2 1 1.98 0.53 10.4956.96 Sqm

Total Qty for

Racks and lofts Ground Floor FLOOR RCC M20 grade mix (Design Mix as per SS) with stone aggregate of 20mm and

12mm size mechanically mixed etc, necessary reinforcement including cost and conveyance of all materials and water

to work site seignorage and all operational, incidential labour charges such as centering (steel Centering) mixing

concrete, laying, lift charges, curing, etc., complete for finished item of work as per standard specification but excluding

cost on steel reinforcement and its fabrication charges etc complete for finished item of work to the required strength asdirected by department for 60 mm thick to 40 mm thick at free end, plastering 12mm thick in CM(1:4) Prop. For all

exposed faces (Bottom & Sides) etc.


24/81

Agmt

item

no


Total Qty for

five floor 684.84 Sqm

16

for type 1

All around 5 1 1 39.40 0.14 2.66 73.22

Deduct for sitout and utility 5 1 1 5.40 0.14 2.66 -10.04

deduct columns 5 9 1 0.30 0.14 2.66 -5.02

deduct for door D 5 1 1 1.06 0.14 1.98 -1.47

deduct for windows w 5 5 1 0.91 0.14 1.22 -3.89

deduct for windows w1 5 1 1 0.91 0.14 0.75 -0.48

deduct for windows v 5 3 1 0.60 0.14 0.45 -0.57

deduct for lintels over doors 5 1 1 1.37 0.14 0.10 -0.10

deduct for lintels over windows 5 6 1 1.22 0.14 0.10 -0.51

deduct for exhaust fan 5 1 0.79 0.30 0.14 0.30 -0.05

for type 2All around 5 1 1 36.00 0.14 2.66 66.91

Deduct for sitout and utility 5 1 1 5.22 0.14 2.66 -9.70deduct columns 5 8 1 0.30 0.14 2.66 -4.46

deduct for door D 5 1 1 1.06 0.14 1.98 -1.47






at staircase

L/W 1 1 1 4.72 0.14 2.66 1.75

s/W 2 1 1 3.14 0.14 1.00 0.88

at lift room allaround 1 1 1 7.01 0.14 2.66 2.61

Corridor parapet wall 1 9 1.00 2.00 0.14 1.00 2.52

106.82 Cum

BM for First floor 106.82 Cum

BM for Second floor 106.82 CumBM for Third floor 106.82 Cum

BM for Fourth floor 106.82 Cum

BM for Fifth floor 106.82 Cum

BM for Sixth floor Cum

at stair case 1 1 1 16.77 0.14 2.2 5.17

Parapet wall 1 1 1 312.06 0.14 1.2 52.43


61.87 Cum

SEVENTH FLOOR


17

Type 1

Master bed room two sides 5 1 1 7.840 0.1 2.655 10.41

bed room1 two sides 5 1 1 6.140 0.1 2.655 8.15

bed room2 three sides 5 1 1 8.260 0.1 2.655 10.97

between kitchen and utility 5 1 1 2.230 0.1 2.655 2.96

toilets west side L/W 5 2 1 2.230 0.1 2.655 5.92

toilets west side S/W 5 1 1 2.250 0.1 2.655 2.99

East side toilet 5 1 1 1.315 0.1 2.655 1.75

sitout 5 1 1 1.375 0.1 2.655 1.83

deduct for door D1 5 3 1 0.900 0.1 1.98 -2.67

deduct for door D2 5 4 1 0.750 0.1 1.98 -2.97

deduct for lintels over d1 5 3 1 1.220 0.1 0.1 -0.18


38.93 Cum

Type 2

Master bed room two sides 5 1 1 6.800 0.1 2.655 9.03bed room1 two sides 5 1 1 6.900 0.1 2.655 9.16

between drawing and dining 5 1 1 2.700 0.1 2.655 3.58

kitchen and utility 5 1 1 2 200 0 1 2 655 2 92

GROUND FLOOR Masonary in CM(1:8)prop: With Flyash,Gypsum, stone quarry dust and Lime soild blocks of size

290x225x140mm(made up of Flyash,Lime and gypsum) with compressive strength not less than 50 kg/sq.cm. Including

cost and conveyance of all materials,labour charges,curing etc., complete for 14.00 cm. Thick Main Wall.

Masonary in CM(1:8)prop: With Flyash,Gypsum, stone quarry dust and Lime soild blocks of size 290x225x140mm(made

up of Flyash,Lime and gypsum) with compressive strength not less than 50 kg/sq.cm. Including cost and conveyance of

all materials,labour charges,curing etc., complete for 14.00 cm. Thick Main Wall.


25/81

Agmt

item

no


west side toilet two sides 5 1 1 1.600 0.1 2.655 2.12

deduct for door D1 5 2 1 0.900 0.1 1.98 -1.78

deduct for door D2 5 3 1 0.750 0.1 1.98 -2.23



31.16 Cum

Total qty 70.08 Cum


BM for Second floor 70.08 Cum

BM for Third floor 70.08 Cum



18

For staircase steps

Groun floor 1 0.50 20 1.50 0.30 0.15 0.675 cum

first floor 1 0.50 20 1.50 0.30 0.15 0.675 cum

second floor 1 0.50 20 1.50 0.30 0.15 0.675 cumthird floor 1 0.50 20 1.50 0.30 0.15 0.675 cum

fourth floor 1 0.50 20 1.50 0.30 0.15 0.675 cum

fifth floor 1 0.50 20 1.50 0.30 0.15 0.675 cum

sixth floor 1 0.50 20 1.50 0.30 0.15 0.675 cum

0.675 cum

19

Type 1

GROUND floor

Columns all around 5 14 1 1.50 2.655

Beams B1 to B11 two sides 5 1 1 81.59 0.76 278.775

ceiling 5 1 1 11.10 8.9 310.042

493.95

Type 2 1082.767 Sqm

Stilt floor

Columns all around 5 9 1 1.500 2.655

Beams B1 to B11 two sides 5 1 1 61.380 0.76 179.2125

ceiling 5 1 1 9.400 8.9 233.244

Corridor ceiling 1 1 1 49.50 2 418.3

staircase room bottom 1 1 1 8.90 3.28 99.00

29.19

958.9485 Sqm

FIRST FLOOR 2041.7155 Sqm

Type 1

master bed alaround 5 1.000 1.000 16.080 3.035

master bed ceiling 5 4.070 3.97 244.014

bed room 1 5 1.000 1.000 12.700 3.035 80.7895

bed room 1 ceiling 5 1.000 1.000 3.340 2.995 192.7225bed room 2 5 11.330 3.035 16.7

bed room 2 ceiling 5 2.670 2.995 171.93275

drawing alround 5 15.210 3.035 39.98325

drawing alround ceiling 5 4.430 3.175 230.81175

dining 5 16.560 3.035 70.32625

dining ceiling 5 3.075 5.205 251.298

passage between drawing and dining

two sides 5 2.000 0.895 3.035 80.026875

passage between drawing and dining

two sides ceiling 5 1.335 0.895 27.16325

kitchen 5 8.190 3.035 5.974125

kitchen ceiling 5 2.430 2.855 124.28325

sitout 5 4.450 3.035 34.68825

sitout ceiling 5 3.175 1.55 67.52875

utility three sides 5 4.580 3.035 24.60625utility ceiling 5 2.230 1.175 69.5015

west side toilets 1 5 7.060 3.035 13.10125

west side toilets 2 5 7 260 3 035 107 1355

Ground floor steps PCC M-20 Grade mix with stone aggregate of 20 mm & 12mm size mechanically mixed including

cost and conveyance of all materials and water to work site, seignorage fee and all opertational ,incidential,labour

charges such as centering from work, steel centering,mixing concrete, laying, lift charges ,vibrating,curing etc complete

for finished item of work as per Standard Specification etc complete for finished item of work to the required strength as

directed by department for steps.

Plastering 12mm thick in 2 coats with a base coat of 8mm thick in CM (1:6) prop and top coat 4mm thick in

CM(1:4)prop with dubara sponge finishing including cost and conveyance of all materials seignorage and water to work

site and all operational ,incidential labour charges such as scaffolding, mixing, motor , lift charges, curing etc. complete

for finished item of work as per SS No. 901, 904 for internal walls


26/81

Agmt

item

no


east side toilets 5 7.420 3.035 15.145

east side toilets ceiling 5 2.395 1.315 112.5985

washbasin area three sides 5 2.315 3.035 15.747125

washbasin area ceiling 5 0.500 1.315 35.130125

deductions D1 5 3.000 0.910 1.98 3.2875

D2 5 4.000 0.750 1.98 27.027

29.7

Type 2 2215.37275 Sqm

master bed alaround 5 1.000 1.000 14.000 3.035

master bed ceiling 5 3.200 3.8 212.45

bed room 1 5 1.000 1.000 14.200 3.035 60.8

bed room 1 ceiling 5 1.000 1.000 3.600 3.5 215.485

drawing alround 5 16.800 3.035 63

drawing alround ceiling 5 4.900 3.5 254.94

dining 5 11.750 3.035 85.75

dining ceiling 5 3.000 4.15 178.30625

kitchen three sides 5 8.050 3.035 62.25

kitchen ceiling 5 2.300 2.95 122.15875

sitout 5 7.000 3.035 33.925

sitout ceiling 5 3.000 1.4 106.225

utility three sides 5 4.200 3.035 21

utility ceiling 5 2.200 1 63.735

west side toilets 1 5 8.400 3.035 11west side toilets cielings 5 2.600 1.6 127.47

east side toilets 5 7.400 3.035 20.8

east side toilets ceiling 5 2.200 1.5 112.295

washbasin area three sides 5 2.315 3.035 16.5

washbasin area ceiling 5 0.500 1.315 35.130125

deductions D1 5 2.000 0.910 1.98 3.2875

D2 5 3.000 0.750 1.98 18.018

staircase two sides 1 1.000 1.000 14.530 3.035 22.275

mid landing wall 3.130 1 44.09855

lift alaround 7.200 3.035 3.13

waist slab ceiling 1 1.000 1.000 5.625 3.13 21.852

corridor 1 1.000 1.000 49.500 2 5.625

corridor between lift and staircase 2.820 3.28 49.5

9.2496

1980.25578 Sqmfirst floor 4195.62853

second floor 4195.62853

third floor 4195.62853

fourth floor 4195.62853

fifth floor 4195.62853

sixth floor 4195.62853

parapet wall all round 312.060 1.2 374.472

staircase head room 17.450 2.68 46.766

staircase room ceiling 5.625 3.13 17.60625

lift room all around 7.200 3.035 21.852

lift room ceiling 1.800 1.8 3.24

463.93625 Sqm

SEVENTH FLOOR


lift room ceiling1.800 1.8 3.2425.092 Sqm

20

type 1

all around 5 1.000 1.000 40.000 3.15 630

corridor wall inbetween flats 5 9.000 1.000 2.000 2.14 192.6

deductions

door D 5 1.000 1.000 1.060 1.98 -10.494

W 5 5.000 1.000 0.910 1.22 -27.755

W1 5 1.000 1.000 0.910 0.75 -3.4125

V 5 3.000 1.000 0.600 0.45 -4.05

deductions for utility and sitout portion 5 1.000 1.000 5.500 2.655 -73.0125

703.876 Sqm

type 2

ll d

Plastering 12mm thick in 2 coats with a base coat of 8mm thick in CM (1:6) prop and top coat 4mm thick in

CM(1:4)prop with dubara sponge finishing including cost and conveyance of all materials seignorage and water to work

site and all operational ,incidential labour charges such as scaffolding, mixing, motor , lift charges, curing etc. complete

for finished item of work as per SS No. 901, 904 for external walls


27/81

Agmt

item

no


W 5 3.000 1.000 0.910 1.22 -16.653

W1 5 1.000 1.000 0.910 0.75 -3.4125

V 5 2.000 1.000 0.600 0.45 -2.7

deductions for utility and sitout portion 5 1.000 1.000 5.300 2.655 -70.3575

473.778 Sqm

first floor 1177.654 Sqm





sixth floor

parapet wall all round 312.060 1.14 355.7484

staircase head room 18.570 2.79 51.8103


door decurition 0.750 1.98 1.485

437.5197 Sqm

seventh floor

lift all roujd 1 1.000 1.000 9.040 3.15 28.476 Sqm

21

10 1 5 50 nos

22

5 1 25 125nos

23

Balcony 5 10 50

for machine room 1 1 1 nos

51

24

Attached toilet 5 25 125 nos

24

at sitout 5 10 1 50 nos

25

5 40 200 Nos

26

Kitchen window 5 10 50 Nos

27

Attached toilet 5 25 125 Nos

28

Type 1 5 1 1 11.1 8.9

Type 2 5 1 1 9.4 8.9 493.95

staircase room 1 1 1 8.9 3.28 418.3

Door of size 3-0 x 6-6 Supply fixing and filling with cement mortar (1:8) prop of Mild steel hollow door frame of section

105x60 with 30mm rebate manufactured by cold rolled forming process using cold rolled steel coil of 1.25mm thick with

bright CRCA strips of "D" quality M.S. grade confirming to IS 4351-1976.

Door of size 2-6 x 6-6 Supply fixing and filling with cement mortar (1:8) prop of Mild steel hollow door frame of section

105x60 with 30mm rebate manufactured by cold rolled forming process using cold rolled steel coil of 1.25mm thick with

bright CRCA strips of "D" quality M.S. grade confirming to IS 4351-1976.

Door of size 2-6 x 6-6 Supply and door frame made of hollow extruded PVC section (Nandi or equivalent) havingdimensions of 40 x57mm with the wall thickness of 2mm +/- 0.2 mm duly reinforced with seasoned woood plank at the

hinges side the door frame top 2 corners shall be metricut/weilded. with door shutters made of rigid PVC extruded

hollow section (Nandi

NCL WINDOE OF SIZE 3-0 x 4-0 Providing and fixing windows made of prepainted steel (base steel as per IS 513 of

0.60 mm thick galvonised as per IS 277 with zinc of 150 GSM)

Sliding Doorof size 6-0 x 6-6 Supply fixing and filling with cement mortar (1:8) prop of Mild steel hollow door frame

of section 105x60 with 30mm rebate manufactured by cold rolled forming process using cold rolled steel coil of 1.25mm

thick with bright CRCA strips of "D" quality M.S. grade confirming to IS 4351-1976.

cost supply and fixing of Teak Wood Door of size 1.06 X 1.98 m including all labour charges

NCL WINDOE OF SIZE 3-0 x 2-6 Providing and fixing windows made of prepainted steel (base steel as per IS 513 of

0.60 mm thick galvonised as per IS 277 with zinc of 150 GSM)

Manufacturing & supply of 2'-0" x 1"-6" steel ventilator including cost of steel & glass

Ground floor Flooring with Grananalothic concrete Flooring 50 mm thick with CC 1:1:2 prop. Using 6mm to 12 mm size

(SSS) grade hard granite stone mesigne crushed metal laid Granalothically over an existing bed of CC 1:5:10 Prop. 10

cm thic. CC slab laib in alternate panels of size not exceeding 1.5X1.5m and finishing the top surface to required

smooth ness and slopes including cost and conveyance of all meterials and all operational incidental and seinarage

charges and mixing concrete, laying, curing etc. complete for finisheditemof work.(APSS NO:701and 707 )


28/81

Agmt

item

no


1024.107 Sqm

29

Type 1First floor qty

Master bed 5 1 1 4.07 3.97 80.79

bed 1 5 1 1 2.995 3.34 50.02

bed 2 5 1 1 2.995 2.67 39.98

drawing 5 1 1 4.43 3.175 70.33

dining 5 1 1 3.075 5.2 79.95

between drawing and dining 5 1 1 0.895 1.335 5.97

kitchen 5 1 1 2.43 2.855 34.69

utility 5 1 1 2.23 1.175 13.10

sitout 5 1 1 3.175 1.55 24.61

west side toilet 1 5 1 1 2.33 1.2 13.98

west side toilet 2 5 1 1 2.33 1.3 15.15

east side toilet 5 1 1 2.395 1.3 15.57

washbasin area 5 1 1 0.5 1.3 3.25

skirting m.bed room 5 1 1 14.43 0.1 7.22

bed 1 5 1 1 11.02 0.1 5.51

bed 2 5 1 1 10.43 0.1 5.22

drawing 5 1 1 14.44 0.1 7.22

dining 5 1 1 7.96 0.1 3.98

kitchen 5 1 1 7.32 0.1 3.66

utility 5 1 1 3.83 0.1 1.92

sitout 5 1 1 4.46 0.1 2.23

484.32 Sqm

Type 2

First floor qty

Master bed 5 1 1 3.80 3.2 60.80

bed 1 5 1 1 3.6 3.5 63.00

drawing 5 1 1 4.9 3.5 85.75

dining 5 1 1 4.15 3 62.25

kitchen 5 1 1 2.95 2.3 33.93

utility 5 1 1 2.2 1 11.00sitout 5 1 1 3 1.4 21.00

west side toilet 5 1 1 2.6 1.6 20.80

east side toilet 5 1 1 2.2 1.5 16.50

washbasin area 5 1 1 0.6 1.6 4.80

skirting m.bed room 5 1 1 12.35 0.1 6.18

bed 1 5 1 1 12.55 0.1 6.28

drawing 5 1 1 14.04 0.1 7.02

dining 5 1 1 7.5 0.1 3.75

kitchen 5 1 1 7.95 0.1 3.98

utility 5 1 1 3.45 0.1 1.73

sitout 5 1 1 3.80 0.1 1.90

410.65

Total

Quantity821.29 Sqm

Second floor 821.29 SqmThird floor 821.29 Sqm



821.29

30

Toilet dadooing

Type 1

west side T1 allaround 5 1 1 7.06 2.1 74.13

west side T1 allaround 5 1 1 7.26 2.1 76.23

Deduct for dooor portion 5 2 1 0.75 1.98 -14.85

east side Toilet allaround 5 1 1 7.42 2.1 77.91


206.00

Kitchen dadooingthree sides 5 1 1 6.965 1.22 42.48

utility three sides 5 1 1 3.83 1.22 23.36

Dadooing with coluru glazed tiles 6.5mm thick of size(300 x 200 mm) 1st quality (as per manufacturers specification ) of

approved make ISI CM (1:5) prop with grey cement slurry for kitchen,bathroom,balcony & lift cladding

Flooring with CERAMIC Edge cut tiles of Johnson with 1st quality(premium) of approved colour over a base coat of

cement plastring in cm. ( 1:6 ) with white cement with required colour segment to match the shade of the colour

including cost and conyance of all meterials, labour and all taxes etc. complete for finished item In rooms flooring with

8.3mm thk ceramic tiles of size(400 x 400mm) with 1" thk mortar in CN(1:6) prop


29/81

Agmt

item

no


west side toilet allaround 5 1 1 8.40 2.1 88.20


east side Toilet allaround 5 1 1 7.40 2.1 77.70


151.06

Kitchen dadooing

three sides 5 1 1 6.8 1.22 41.48

utility three sides 5 1 1 3.45 1.22 21.04

wash basin side 5 1 1 1.6 1.22 9.76

72.28

Total

Quantity503.20 Sqm




fifthfloor 503.20 Sqm

31

Quantity same as internal ceiling andplastering

Ground floor

1st floor to 5 floor 5 4195.6285 2041.7155

6 th floor 20978.1426

463.93625

23483.7944 Sqm

32


Second floor 1177.65 Sqm

Third floor 1177.65 Sqm

Fourth floor 1177.65 SqmFifth floor 1177.65 Sqm

Sixth floor 437.52 Sqm6325.79 Sqm

Add for Chejjas

Chejjas over Windows



610.00 SQM

Grand total 6935.79 SQM

33

main door 10 5 1.8 1.06 1.98 188.892

d1 25 5 1.8 0.91 1.98 405.405d2 10 5 1.8 0.75 1.98 133.65 SQM

727.947

34

First floor 5 1 1 4.54 0.6

TYPE 1 two sides 5 1 1 4.50 0.6 13.62

TYPE 2 two sides 10 1 1 3.94 0.1 13.5

add for Faces 10 1 1 0.75 0.15 3.94

add for verticql Faces 1.125 Sqm




fourth floor 32.185 Sqmfifthfloor 32.18535

Painting to new wood work and flush shutters with lappam finish , over a primary coat and painting two coats of synthetic

enamel paint 1st grade of approved brand and shade (Total 3 coats) including cost and conveyance of all materials to

site cost of primer coat and all labour charges etc. complete including applying sand paper on lappam coats for neat

finish including sales & other taxes on cost of all materials etc. complete (APSS No.1200, 1207 & 1211) in all floors.

Supply and fixing of high polished Black granite 16 to 18 mm thick (upto 2.43 Mts length) including the rounding the

exposed edges of granite slab and polished set over a base of 20mm thick C.M(1:5) prop over already for KITCHEN

PLATFORM

Supplying and laying of polished shabad stone of tandur blue variety of 25.40 mm thick single piece over a base of 20

mm thick in C. M (1:8) with neat cement joints to full depth including cost and conveyance of all materials and labour

Supplying and application of two coats of ALTEK super fine , one coat of ALTEK water based coment primer and

twocoats of ALTEK flora ( plastic emulsion paint ) to interior faces of new walls and ceeling of approved colour as per

manufacturer's specifications including cost and conveyance of all matirials to site and labour charges such as

preparing the wall, applying primary coat etc. complete for finished item of work for INTERNAL WALLS AND CEILING

(Total 2 coats).

"B" -Supply and application of one coats of Altek water based cement primer and two coats of harmony (Acrylic

emulsion paint exterior grade) to exterior faces of new walls and ceiling of approved colour as per manufacturer's

specifications including c


30/81

Agmt

item

no


Ground floor treads 2 10 1 1.5 0.30

Raisers 2 10 1 1.5 0.15 9

Mid landing 1 1 1 3.3 1.5 4.5

add for skirting midlanding 3 sides 1 1 1 6.3 0.10 4.95

0.63

Ground floor quantity 19.08 Sqm

first floor 19.08 Sqm




fifthfloor 19.08 Sqm

36

Type 1 terrace 5 1 1 10.80 8.60 464.40

Type 2 terrace 5 1 1 9.10 8.60 391.30

Corridor portion 1 1 1 50.50 2.00 101.00

Staircase portion 1 1 1 8.6 3.13 26.918Lift portion 1 1 1 1.8 1.8 3.24

Total qty 986.86 Sqm37

Ground floor

Total front face up to beam 1 1 1 2.26 2.82 6.37

Deduct opening -1 1 1 0.7 2.00 -1.40

Side faces 1 2 1 0.3 2.00 1.20

Top face 1 1 1 0.7 0.30 0.21

Deduct Switch portion -1 2 1 0.28 0.08 -0.04

6.34 Sqm

First floor to fifth floor

Total front face up to beam 1 1 1 1.93 2.62 5.06

Deduct opening -1 1 1 0.71 2.00 -1.42Side faces 1 2 1 0.29 2.00 1.16

Top face 1 1 1 0.71 0.29 0.21

Deduct Switch portion -1 2 1 0.28 0.08 -0.04

For Each floor 4.96 Sqm

For Five floors 24.79 Sqm

Total for GF+5floors 31.13 Sqm

38

For type 1 W/SToilet 1 5 1 1 2.33 1.30 15.15

Impervious coat 20mm thick average over roof slab with CM(1:4) prop. Mixed with approved water proofing compound

at the rate of 1.0 kg per bag of cement (50 kgs) and laid when the slab is green with thread lining at 1-6x1-6 pannels

and finished smooth with neat cement rendering as directed including cost and conveyance of all materials and water to

work site, seignorage fee and all operational, incidental, labour charges such as mixing mortar, laying, curing etc.,

complete for Toilets

Lift cladding with CERAMIC Edge cut tiles of Johnson with 1st quality(premium) of approved colour over a base coat of

cement plastering in cm. ( 1:6 ) with white cement with required colour segment to match the shade of the colour

including cost and conyance of all meterials, labour and all taxes etc. ceramic tiles of size(300 x 300mm) with 1" thk

mortar in CM(1:6) prop

Surface preparation by means of chipping & cleaning testing for leakage points and grouting the same with neat cement

slurry and repairing of cracks and pot holes,if any with polymer repair motor and applying two coats of polymer based

water proofing slurry coating.Sika top seal 107 with coverage of 3Kg per sq mtr for two coats and providing cement

screed of average 50mm thick with smooth finish,and continuing the same upto height of 300mm all along the parapet

wall and other adjoining walls in form of vatta


31/81

Agmt

item

no

Description Length Breadth depth Quantity Unit

1

Filling portion 1 1 1 49.00 20.00 1.20 1176.00Block area 1 1 1 59.40 31.00 1.00 1841.40

3017.40 cum

2


(External) 5 8 1 1.80 1.80 1.10 142.56


(Internal) 5 1 1 2.40 2.40 1.10 31.68


(external) 4 8 1 1.80 1.80 1.10 114.05


(Internal) 4 1 1 2.40 2.40 1.10 25.34

For Coloumn footings for staircase 4 1 1 1.80 1.80 1.10 14.26

For Coloumn footings for lift 4 1 1 1.80 1.80 1.10 14.26For Coloumn footings for corridor 3 1 1 1.80 1.80 1.10 10.69

Net Qty earth work excavation 352.84 cum

3

1 1 1 30.00 5.00 2.50 375.00 cum

4

For block PF

External columns 83 7 7 1 1 0.80 3253.60

internal columns 9 9 9 1 1 0.80 583.20

Net Quantity: Total 3836.80 Rmt

5


internal columns 9 1 1 2.40 2.40 0.15 7.78

48.11 Cum

6

Type 1 Stilt floor 5 1 1 8.50 8.40 0.10 35.70

Type 2 Stilt floor 4 1 1 8.65 8.40 0.10 29.06

Corridor 1 1 1 52.75 2.00 0.10 10.55

Staircase portion 1 1 1 4.73 3.60 0.10 1.70

Deduct for beam portions (63.55+65.47) 1 1 1 129.02 0.23 0.10 -2.97

Deduction for Columns 1 92 1 0.30 0.45 0.10 -1.24

for sump 2 1 1 4.40 4.9 0.15 6.47 Cum

LIFT 1 1 1 2.26 2.26 0.15 0.77

Total qty 72.81 Cum

7

Footings

BLOCK No. PF



152.36 cum

8

Name of Work : Construction of 1 Block (Stilt+5) 5 flats Type-1 and 4 flats Type-2, total 45 flats (885.86 Sft) (PEARL -F) AARAM

block PF

Nos

Earth work excavation and depositing on bank with an intial lead of 10m and l ift of 2m in mixture of gravel and soft

disintegrated rock like shales ,ordinary gravel stoney earth and earth mixed with fair size boulders including shoring

shuttering and bailing out of water etc for foundations .

Excavation in rock by way of benching ,chiselling, wedging, and Boring in fourndation, grade levelling including all

lead and lift charges and disposal of rock from the site as directed by the department.( A rate of Rs.164.90 per Cum

Providing and laying VCC M20 in foundations, machine foundations, footings and bases of columns and under floorsincluding the cost of centering and shuttering for Column footings levelling course

VRCC M20 grade mix (Design Mix as per SS) with fixed stone aggregate of 20mm & 12mm size mechanically mixedwith necessary reinforcement including cost and conveyance of all materials and water to work site seigniorage all

operational

Providing and laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40 mm. nominal

size) mm. ) in basement under floors

Earth work Excavation in hard rock and boulders of more than 3 cum in size where ever quarrying is done by controlled

blasting without stacking and disposal of excavated rock within a distance of 2km from work spot



operational

Drilling of 25mm dia and 800 mm deep in hard rock or sheet rock by pneumatic grouting and placing of 16 mm dia Tor

steel bars and grouting holes with slurry excluding cost of steel and its fabrication charges but including cost and

conveyance of al


32/81

Agmt

item

no

Description Length Breadth depth Quantity UnitNos



for sump 2 1 1 4.40 4.9 0.125 5.39

LIFT 1 1 1 2.26 2.26 0.125 0.64

23.29 cum

9

FOR PLINTHBEAM

TYPE 1

B1 5 2 1 8.40 0.23 0.30 5.80

B2 5 1 1 4.79 0.23 0.30 1.65

B3 5 1 1 2.79 0.23 0.30 0.96

B4 5 1 1 3.39 0.23 0.30 1.17

B5 5 1 1 1.17 0.23 0.30 0.40

B6 5 3 1 8.50 0.23 0.30 8.80

B7 5 2 1 1.79 0.23 0.30 1.24

B8 5 1 1 2.54 0.23 0.30 0.88

B9 5 1 1 2.99 0.23 0.30 1.03

21.92

TYPE 2

B1 4 2 1 8.40 0.23 0.30 4.64B2 4 1 1 1.04 0.23 0.30 0.29

B3 4 2 1 4.49 0.23 0.30 2.48

B4 4 1 1 3.09 0.23 0.30 0.85

B5 4 3 1 8.75 0.23 0.30 7.25

B6 4 2 1 1.99 0.23 0.30 1.10

B7 4 1 1 2.79 0.23 0.30 0.77

B8 4 1 1 2.54 0.23 0.30 0.70

18.07

Corridor two sides 1 1 1 14.15 0.23 0.30 0.98

corridor connecting beams 1 2 1 2.00 0.23 0.30 0.28

for stair case 3 sides 1 1 1 12.60 0.23 0.30 0.87

for stair case front side 1 1 1 6.25 0.23 0.30 0.43

lift all round 1 1 1 7.20 0.23 0.30 0.50

3.05

Total qty 43.04 cum10 Columns upto plinth beam



for side walls of sump 2 1 1 18.60 0.175 2.00 13.02

for side walls of lift 1 1 1 9.04 0.175 1.50 2.37

Total qty 23.60 cum

11 COLUMNS FOR GROUND FLOOR



Total qty 32.98 cum

First floor 32.98 cum

Second floor 32.98 cum

Third floor 32.98 cum

Fourth floor 32.98 cum

Fifth floor 32.98 cumCOLUMNS FOR SIXTH FLOOR

Staircase columns 4 1 1 0.30 0.45 2.5 1.35

lift columns 4 1 1 0.30 0.45 2.5 1.35

2.70 cum

COLUMNS FOR SEVENTH FLOOR

4 1 1 0.30 0.45 2.5 1.35

1.35

11

Up to bottom of plinth beam item no

1+2+3 3745.24

For balance portion with out filling 1 1 1 10.40 31.00 1.20 386.88

Deduct for useful earth qty @50% OF

item 1 -1508.70Deduct footings qty -152.36

Deduct pedestals qty -23.29

Deduct plinth beam qty 43 04

Filling in trenches, sides of foundations, basements etc., with carted earth with a lead of 12km in layers not exceeding

15cms thick consolidating each deposited layer by watering and ramming including c/c of earth, water to workspot



operational


33/81

Agmt

item

no


12 ROOF BEAMS

GROUND FLOOR

TYPE 1

B1 2 1 1 8.40 0.23 0.38 1.47

B2 1 1 1 4.79 0.23 0.38 0.42

B3 1 1 1 2.79 0.23 0.38 0.24

B4 1 1 1 3.39 0.23 0.38 0.30

B5 1 1 1 1.17 0.23 0.38 0.10

B6 3 1 1 8.50 0.23 0.38 2.23

B7 2 1 1 1.79 0.23 0.38 0.31

B8 1 1 1 2.54 0.23 0.38 0.22

B9 1 1 1 2.99 0.23 0.38 0.26

TYPE 2 5.55 cum

B1 2 1 1 8.40 0.23 0.38 1.47

B2 1 1 1 1.04 0.23 0.38 0.09

B3 2 1 1 4.49 0.23 0.38 0.78

B4 1 1 1 3.09 0.23 0.38 0.27

B5 3 1 1 8.75 0.23 0.38 2.29

B6 2 1 1 1.99 0.23 0.38 0.35

B7 1 1 1 2.79 0.23 0.38 0.24

B8 1 1 1 2.54 0.23 0.38 0.22

For stair case 2 1 1 3.30 0.23 0.38 0.58

2 1 1 4.73 0.23 0.38 0.83For lift alround 1 1 1 8.12 0.23 0.38 0.71

For Corridor two sides 1 1 1 14.15 0.23 0.38 1.24

9.07 cum

Total qty 14.63 cum

GROUND FLOOR 14.63 cum

FIRST FLOOR 14.63 cum

SECOND FLOOR 14.63 cum

THIRD FLOOR 14.63 cum

FOURTH FLOOR 14.63 cum

FIFTH FLOOR 14.63 cum

SIXTH FLOOR

For stair case 2 1 1 3.30 0.23 0.38 0.58

2 1 1 4.73 0.23 0.38 0.83

For lift alround 1 1 1 8.12 0.23 0.38 0.71

Total qty 2.11 cumSEVENTH FLOOR

For lift alround 1 1 1 8.12 0.23 0.38 0.71

13 ROOFSLAB for Ground Floor

For Type 1 5 1 1 8.40 8.5 0.115 41.06

For Type 2 4 1 1 8.40 8.65 0.115 33.42

corridor 1 1 1 52.75 2.00 0.115 12.13

waist slab 2 1 1 3.00 1.50 0.15 1.35

midlanding slab 1 1 1 1.50 3.30 0.115 0.57

top slab for sump 2 1 1 4.90 4.4 0.15 6.47

Total qty 95.00 cum

ROOFSLAB for Ground Floor 88.53 cum

ROOFSLAB for First Floor 88.53 cum

ROOFSLAB for Second Floor 88.53 cum

ROOFSLAB for third Floor 88.53 cum

ROOFSLAB for Fourth Floor 88.53cum

ROOFSLAB for Fifth Floor 88.53 cum

ROOFSLAB for Sixth Floor cum

stair case head room 1 1 1 4.73 3.6 0.115 1.96

lift room 1 1 1 2.26 2.26 0.15 0.77

Total qty 2.73 cum

ROOF SLAB FOR SEVETH FLOOR

lift room 1 1 1 2.26 2.26 0.115 0.59

14 Lintels for FIRST FLOOR

over D 9 1 1 1.37 0.15 0.10 0.18

over D1 18 1 1 1.22 0.10 0.10 0.22

over D2 27 1 1 1.07 0.10 0.10 0.29

Over sliding door 9 1 1 2.10 0.10 0.15 0.28

over W 27 1 1 1.22 0.10 0.10 0.33

over W! 9 1 1 0.91 0.10 0.10 0.08

over lift 1 1 1 1.07 0.15 0.10 0.02

Total qty 1.40 cum

Lintels for SECOND FLOOR 1.40 cum


34/81

Agmt

item

no


LINTELS FOR SEVENTH FLOOR

over lift 1 1 1 1.07 0.15 0.10 0.02 cum

For BEDBLOCKS

For D 9 2 3 0.15 0.14 0.10 0.11

For D1 18 2 3 0.15 0.10 0.10 0.16

For D2 9 2 3 0.15 0.10 0.10 0.08

0.36 cum

15 Chejjas over Windows FOR FF



Total qty 43.92 SQM

Chejjas over Windows FOR SECOND

FLOOR 43.92 SQM

Chejjas over Windows FOR THIRD

FLOOR 43.92 SQM

Chejjas over Windows FOR FOURTH

FLOOR 43.92 SQM

Chejjas over Windows FOR FIFTH

FLOOR 43.92 SQM

16

Type 1

Lofts in kitchen 5 1 1 2.20 0.45 4.95


Deduct for sink 5 1 1 0.52 0.40 -1.04

master bed 5 1 1 3.40 0.60 10.20

bed 1 5 1 1 3.20 0.60 9.60

37.52

Type 2

Lofts in kitchen 4 1 1 2.55 0.45 4.59


Deduct for sink 4 1 1 0.52 0.40 -0.83

master bed 4 1 1 3.50 0.60 8.40bed 1 4 1 1 3.20 0.60 7.68

30.63 Sqm






17

VRCC M20 FOR CUPBOARD

SHELVES

Type 1




Master bed horizontal 5 2 2 1.28 0.53 13.57Master bed verticals 5 2 1 1.98 0.53 10.49

bed 1 5 2 1 2.05 0.53 10.87

bed 1 5 2 1 1.98 0.53 10.49

58.70 Sqm

Type 2




Master bed horizontal 4 2 1 2.00 0.53 8.48


bed 1 4 2 2 1.20 0.53 10.18

bed 1 4 2 1 1.98 0.53 8.40

46.84 Sqm

Total Qty forfirst floor 105.54 Sqm

Total Qty for

Racks and lofts Ground Floor FLOOR RCC M20 grade mix (Design Mix as per SS) with stone aggregate of 20mm and

12mm size mechanically mixed etc, necessary reinforcement including cost and conveyance of all materials and water

to work site seignorage and all operational, incidential labour charges such as centering (steel Centering) mixing

concrete, laying, lift charges, curing, etc., complete for finished item of work as per standard specification but excludingcost on steel reinforcement and its fabrication charges etc complete for finished item of work to the required strength as

directed by department for 60 mm thick to 40 mm thick at free end, plastering 12mm thick in CM(1:4) Prop. For all

exposed faces (Bottom & Sides) etc.


35/81

Agmt

item

no


RCC Columns for tank 2 4 1 0.30 0.45 1.20 1.30 Cum

RCC beams over all 2 1 1 14.80 0.23 0.38 2.59 Cum

RCC bottom slab 2 1 1 4.66 4.26 0.15 5.96 Cum

RCC Top slab 2 1 1 4.06 3.66 0.125 3.71 Cum

RCC Side walls 2 1 1 15.44 0.175 2.00 10.81 Cum

24.36 Cum

19 Sump at Ground floor

RCC Columns for tank 2 4 1 0.30 0.45 1.20 1.30 Cum

CC 1:5:10 2 1 1 5.03 4.17 0.15 6.29 Cum

RCC bottom slab 2 1 1 5.03 4.17 0.15 6.29 Cum

RCC Top slab 2 1 1 5.03 4.17 0.15 6.29 Cum

RCC Side walls allaround 2 1 1 17.48 0.23 1.80 14.47 Cum

34.65 Cum

20

for type 1

All around 5 1 1 33.20 0.14 2.655 61.70


deduct columns 5 8 1 0.30 0.14 2.655 -4.46

deduct for door D 5 1 1 1.06 0.14 1.98 -1.47deduct for windows w 5 3 1 0.91 0.14 1.22 -2.33




deduct for lintels over windows 5 4 1 1.22 0.14 0.1 -0.34


for type 2

All around 4 1 1 36.00 0.14 2.655 53.52


deduct columns 4 8 1 0.30 0.14 2.655 -3.57

deduct for door D 4 1 1 1.06 0.14 1.98 -1.18




deduct for lintels over doors 4 1 1 1.37 0.14 0.1 -0.08deduct for exhaust fan 4 1 0.79 0.30 0.14 0.3 -0.04

For staircase

L/W 1 2 1 4.72 0.14 2.655 3.51

s/W 1 1 1 3.30 0.14 1.000 0.46

lift room allaround 1 1 1 7.01 0.14 2.655 2.61

Corridor parapet wall 1 7 1 2.00 0.14 1.000 1.96

Corridor parapet wall 1 1 1 14.15 0.14 1.000 1.98 Cum

Total qty 92.05 cum


BM for Second floor 92.05 Cum

BM for Third floor 92.05 Cum



BM for Sixth floor

Stair case 3sides 1 1 1 13.06 0.14 2.2 4.02Parapet wall 1 1 1 255.35 0.14 1.2 42.90


Total qty 51.20 Cum

BM FOR SEVENTH FLOOR


21

Type 1




Toilets North side 2 sides 5 1 1 3.10 0.1 2.655 4.12South side toilet 2 sides 5 1 1 4.10 0.1 2.655 5.44

sitout 2 sides 5 1 1 2.40 0.1 2.655 3.19

Wash area side 5 1 1 0 40 0 1 2 655 0 53

Masonary in CM(1:8)prop: With Flyash,Gypsum, stone quarry dust and Lime soild blocks of size

290x225x140mm(made up of Flyash,Lime and gypsum) with compressive strength not less than 50 kg/sq.cm. Including

cost and conveyance of all materials,labour charges,curing etc., complete for 14.00 cm. Thick Main Wall.

Masonary in CM(1:8)prop: With Flyash,Gypsum, stone quarry dust and Lime soild blocks of size 290x225x140mm(made

up of Flyash,Lime and gypsum) with compressive strength not less than 50 kg/sq.cm. Including cost and conveyance of

all materials,labour charges,curing etc., complete for 14.00 cm. Thick Main Wall.


36/81

Agmt

item

no




28.77 Cum

Type 2



between drawing and dining 4 1 1 0.35 0.1 2.655 0.37


sitout two sides 4 1 1 2.40 0.1

Date post:	02-Apr-2018
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