R&B Data 2013-2014

CIVIL DATASBuildings SoR : 2013-14

Sl No Description Quantity Rate (RS) Unit Amount (RS)39 Demolishing including stacking of serviceable materials and disposal of unserviceable materials with in 100 meters lead.

Brickwork UNIT 1 CUM

Man power CMM-087 Light mazdoor 4.09 day 280 1 day 1145.2

40% 1145.2 458.08

14% 1603.28 224.4592

0% 224.4592 0

Total 1827.7392

Rate per 1 cum. Say 182840

UNIT 10 SqmMaterial BLC-001 100.8 Kg 5800 1000 Kg 584.64

BLC-008 Cost of Sand 0.21 cum #REF! 1 cum #REF!Man power CMM-077 0.94 day 320 1 day 300.8

CMM-087 Light mazdoor 1.6 day 280 1 day 448

40% 748.8 299.52

Total #REF!

Rate per 1 Sqm Say 176

Index-Code

BLD-CSTN-14-9. 299

Applicable Municipal Area Allowance

Applicable Overheads and Contractor's profit

Value Added Tax ( Works Contract Tax)

BLD-CSTN-8-8

Plastering 20 mm thick in single coat in CM (1:3) including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for External & Uneven Surfaces of Brick Wall and RCC exposed faces for finished item of work. (SS 901,903 & 904)

Cement 43 Gr (including loading charges)

Mason Cl- ll / Brick layer Cl-II


Sl No Description Quantity Rate (RS) Unit Amount (RS)Index-Code

Ground (F1) 1st (F2) 2nd (F3) 3rd (F4)

176 176 176 176

6.33 8.6 10.87 13.13

2.17 3.08 3.99 4.89

Lift charges 0 7.49 14.98 22.460 3 5.99 8.99

25.83 27.7438 29.6562 31.5658

0 0 0 0

Rate per 1Sqm 210.33 225.9138 241.4862 257.0358

Say 210 226 241 257

4th (F5) 5th (F6) 6th (F7) 7th (F8)

176 176 176 176

15.4 17.67 19.94 22.21

5.8 6.71 7.62 8.52

Lift charges 29.95 37.44 44.93 52.4211.98 14.98 17.97 20.97

33.4782 35.392 37.3044 39.2168

0 0 0 0

272.6082 288.192 303.7644 319.3368

Say 273 288 304 31941

UNIT 1 Cum

Rate for other Floors

Rate as worked out above

Scafolding Charges







Scafolding Charges





Rate per 1 Sqm

BLD-CSTN-5-4

Brick masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using Bricks second class or ground moulded (Non-Modular or traditional size) 23 x 11 x 7 cm from approved source having minimum crushing strength of not less than 3.5 N/sq.mm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,cost of excluding seigniorage on all materials and all incidental and operational, labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing etc., complete for finished item of work as per SS 504. for:-Brick Masonry in CM 1:6 (Country)


Material BLC-023 512 Nos #REF! 1000 Nos #REF!

Material BLC-001 48 Kg 5800 1000 Kg 278.4

BLC-008 Cost of Sand 0.2 cum #REF! 1 cum #REF!Man power CMM-011 0.24 day 350 1 day 84

CMM-077 0.56 day 320 1 day 179.2

CMM-087 Light mazdoor 1.89 day 280 1 day 529.2

40% 792.4 316.96

Total #REF!

Rate per 1 cum Say 3486


3486 3486 3486 3486

281.43 382.21 482.99 583.78

96.6 136.91 177.22 217.54

Lift charges 0 79.24 158.48 237.720 31.7 63.39 95.09

540.9642 576.2484 611.5312 646.8182

0 0 0 0

Rate per cum 4404.9942 4692.3084 4979.6112 5266.9482

Say 4405 4692 4980 5267

4th (F5) 5th (F6) 6th (F7) 7th (F8)

3486 3486 3486 3486

684.56 785.34 886.12 986.9

257.85 298.16 338.47 378.78

Lift charges 316.96 396.2 475.44 554.68

Cost of Bricks 2nd Class : Non-modular (including loading charges)


Mason Cl- I / Brick layer Cl- I





Scafolding Charges







Scafolding Charges



126.78 158.48 190.18 221.87

682.101 717.3852 752.6694 787.9522

0 0 0 0

Rate per cum 5554.251 5841.5652 6128.8794 6416.1822

Say 5554 5842 6129 641642

UNIT 10 SqmBASE COAT 16mm thick in CM(1:6)


BLC-008 Cost of Sand 0.18 cum #REF! 1 cum #REF!TOP COAT 4mm thick in CM(1:4)Material BLC-001 14.5 Kg 5800 1000 Kg 84.1

BLC-008 Cost of Sand 0.04 cum #REF! 1 cum #REF!Man power CMM-011 0.63 day 350 1 day 220.5

CMM-077 1.47 day 320 1 day 470.4

CMM-087 Light mazdoor 3.9 day 280 1 day 1092

40% 1782.9 713.16

Total #REF!

Rate per 1 Sqm Say 296.2Ground (F1) 1st (F2) 2nd (F3) 3rd (F4)

296.2 296.2 296.2 296.2

6.33 8.6 10.87 13.13

2.17 3.08 3.99 4.89

Lift charges 0 17.83 35.66 53.490 7.13 14.26 21.39




BLD-CSTN-8-9

Plastering 20 mm thick in two coats with base coat of 16 mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for External & Uneven Surfaces of Brick Wall and RCC exposed surfaces for finished item of work. (SS 901,903 & 904) for:-Plastering 2/c in CM (1:4) & (1:6): 20 mm








Scafolding Charges




42.658 46.5976 50.5372 54.474

0 0 0 0

Rate per 1Sqm 347.358 379.4376 411.5172 443.574

Say 347 379 412 444




4th (F5) 5th (F6) 6th (F7) 7th (F8)

296.2 296.2 296.2 296.2

15.4 17.67 19.94 22.21

5.8 6.71 7.62 8.52

Lift charges 71.32 89.15 106.97 8.5228.53 35.66 42.79 8.52

58.415 62.3546 66.2928 48.1558

0 0 0 0

475.665 507.7446 539.8128 392.1258

Say 476 508 540 572



Scafolding Charges





Rate per 1 Sqm

ESTIMATE AMOUNT Rs 58.00 CRORES

C I R C L E :: VIJAYAWADA

D I V I S I O N :: VIJAYAWADA

S U B-D I V I S I O N :: BUILDINGS, VIJAYAWADA

GOVERNMENT OF ANDHRA PRADESH ROADS AND BUILDINGS DEPARTMENT

NAME OF WORK : CONSTRUCTION OF MULTISTORIED COURT BUILDING COMPLEX AFTER DEMOLISHING THE OLD SUB-COURT

BUILDING AT VIJAYAWADA

Stllt+7 Upper floors

23 Courts

Description Amount

PART- "A"

COST OF CIVIL WORKS1 Stilt floor #REF!

2 Ist Floor #REF!

3 IInd Floor to VIth Floor #REF!

3 VIIth Floor #REF!

4 Above Terrace #REF!

Sub Total #REF!

Sub Estimates

5 Water Supply and Sanitary Esimate #REF!

6 Electrical Estimate including Fire fighting 45720862.42

16500000

b) Provision for Air Conditioning 3835000

2200000

4300000

e) LS Provision towards CCTVs 1000000

f) Inspection fees payable to Fire Fighting Department. 250000

49636

PART- "B"

Amenities

7 Provision for architectural features @2% on civil works #REF!

8 Provision towards Lawn and beautification charges 1500000

9 Provision for internal roads 5000000

10 20000000

Sub Total #REF!

19 Provision for VAT @ 5% #REF!

20 Provision for price esclation @5% #REF!

21 provision for soil exploration and testing charges 500000

22 10000000

25 Provision for Avagahana Sadassu 5000

26 Provision for dismantling of existing old structures 1500000

27 Provision for Q.C.charges @1% on #REF! #REF!

28 #REF! #REF!

29 Provision for Contingencies 200000

30 #REF! #REF!

31 Provision for Unforseen Items & Rounding Off 948045

Name of Work:- Construction of multistoried court building complex after demolishing the old Sub-Court building at Vijayawada

Sl.No.

The LS Provisions made by the CE(R&B) Electrical

a) Provision for 2 Nos 8 passanger [email protected](L)per each and 3 Nos 13 passanger [email protected](L)per eachmachine roomless and gearlesss Lifts

c) LS Provision towards HT Service Connections payment of APSPDCL considering 500KVA load @4000/-per KVA+payable to DEPLB

d) LS Provision towards HT panel, 2 Nos 315KVATransformers andHT Cables

g) For preparation of drawings to submit to Fire Fighting Department.

Provision for interior decoration of meeting hall and auditorium, furniture to the judges chambers, meeting hall, auditorium, library and court halls

Provision for Municipal charges for plan approval and water and drainge charges

Provision for consultency services at 1% on civil works includes third party checking also.

Provision for Seigniorage charges at 1% on

Total RS. #REF!

Say RS. #REF!

Specification Report

of 117

Estimate Amount: Rs.58.00crores

Authority:

Necessity:

PART 'A'

1 Auguring and boring in -situ for piles for 60.0 CM dia piles

2 Earth work excavation for foundations

3 RCC M25 for 60 CM dia under reamed piles

4 V.R.C.C(M25) for Pile Caps

5 V.R.C.C (M25) for Plinth beams

6 V.R.C.C(M25) for Columns

7 V.R.C.C(M25) for Lintels

8 V.R.C.C(M25)for Roof beams

9 V.R.C.C(M25) for Roof slabs upto150mm thick and Sunshades/Chajjas

10 V.R.C.C(M25) for flight slabs upto 250mm thick

11 Providing HYSD deformed bars Fe 415 grade of different diameters

12 Filling with carted river sand in trenches, sides of foundations, basement etc

Specification Report to Accompany the work for "Construction of multistoried court building complex after demolishing the old Sub-Court

building at Vijayawada"

The Government of Andhra pradesh have accorded administrative sanction for the work Construction of multistoried court building complex after demolishing the old Sub-Court building at Vijayawada for RS.58.00Crores vide GO.RT.No.921 Law (LA&J - Home - Courts.A1) department Dt.06.05.2013.

Vijayawada is one of the major cities in the entire Andhra pradesh state.It is in krishna district. It is an important city in the entire krishna District and it is centrally located not only in the District but in the entire state of Andhra pradesh. Major part of the courts in the District are etablished in Vijayawada city. There are 30 courts functioning in Vijayawada at present. 27 courts are situated in civil courts compound and 3 courts are functioning out side the main courts premises.The present court buildings in the civil court compound are not at all suffiicient for running several courts.

The present sub-court building is very old building which was constructed long back.it is also below the road level and the roof of the entire building is completely leaking. Therefore there is a demand from the members of the bezawada Bar association to consruct a new court building in Vijayawada to accommodate all the said courts in the multi storied court complex with adequate parking facility and other facilities.

Accordingly the detailed estimate is prepared with the following provisions.


of 117

13 PCC (1:4:8) using 40 mm nominal size HBG metal for flooring

14

15 Providing and laying cinder concrete mix (1:5) proportion for low level slabs

16

17

18

19 Ornmental plastering to ceiling 12 mm thick in two coats

20 Plastering 20 mm thick in two coats for uneven faces of walls

21 Plastering 12 mm thick in two coats for even faces of walls

22 Supply and fixing of Entrance door(E.D) of size 2.72x2.58M with double leaf

23

24

25

26

27

28

29

30

31

P.C.C (1:3:6) using 6 mm to 20 mm size graded HBG machine crushed metal for hold fasts

Arerated Autoclaved Concrete Blocks of size 600X200X230 mm in CM(1:6)for basement

Arerated Autoclaved Concrete Blocks of size 600X200X230 mm in CM(1:6)for SuperstructureArerated Autoclaved Concrete Blocks of size 600X200X100 mm in CM(1:6)for Superstructure

Supply and fixing of UPVC Frames with Fully glazed door shutters provided for D1type door of size 1.52X2.58M with double leaf

Supply and fixing of door frames made of Galvonised steel 1.25 mm with Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mm thick provided forD3 type door of size 1.22x 2.58M with (double leaf )Supply and fixing of door frames made of Galvonised steel 1.25 mm thick with Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mm thick provided for D4 type door (Single shutter ) of size 1.00X2.58M

Supply and fixing of door frames made of Galvonised steel 1.25 mm thick with Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mm thick provided for D5 type door (Single shutter ) of size 1.00X2.13M

Supply and fixing of door frames made of Galvonised steel 1.25 mm thick with Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mm thick provided for D8 type door (Single shutter ) of size 0.90X2.58M

Supply and fixing of door frames made of Galvonised steel 1.25 mm thick with Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mm thick provided for D9 type door (Single shutter) of size 0.90X2.13M

Supply and fixing of door frames made of Galvonised steel 1.25 mm thick with Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mm thick provided for D10 type door (Single shutter) of size 0.84X2.13M

Supply and fixing of PVC Doors are provided for D11 type door (Single shutter ) of size 0.84X2.13M

Supply ing and fixing of unplasticised poly vinyl chloride (UPVC) W1 type FENESTA casement windows


of 117

32

33

34

35

36 Supply ad fixing of M.S.Iron grill door of size 0.90Mx2.13M

37 Supply and fixing of M.S.Iron grill ventilator of size 0.90Mx0.60M

38

39

40

41

42

43

44

45

46 Supply and fixing of Cement jallies of 50mm thick

47

48 S & f of alluinium glazed partitions using 5.50mm thick plain glass

49

50

51

52

53

54

55

Supply ing and fixing of unplasticised poly vinyl chloride (UPVC) W2 type FENESTA casement windows

Supply ing and fixing of unplasticised poly vinyl chloride (UPVC) Counter windows (C.W) type FENESTA casement windows

Supply ing and fixing of unplasticised poly vinyl chloride (UPVC) ventilator in lover glasses (V)type FENESTA casement Ventilators

Designing, Providing and fixing Structural glazing (FG1)fabricated from roll formed sections

Flooring and dadooing with premium textured design floor and wall tiles for toilets

Flooring with Vitrified polished floor tiles of size not less than 598x 598mm x8mm thickness glossy finish with 3mm width joint for corridors

Flooring with Vitrified polished floor tiles of size not less than 598x 598mm x8mm thickness without joint for chambers and rooms

Flooring with Vitrified polished floor tiles of size not less than 900x 900mm x10mm thickness without joint for court halls,auditorium and library

Providing skirting upto 10cm height with vertified polished floor tiles of size not less than 598x598mmx8mm thick 3mm width joint

Providing skirting upto 10cm height with vertified polished floor tiles of size not less than 598x598mmx8mm thick without joint

Providing skirting upto 10cm height with vertified polished floor tiles of size not less than 900x900mmx10mm without joint

Flooring with prepolished ready to lay flooring tiles of ultra or equivalent brand of any colour design for parking area

Cost, Supply and fixing of high polished granite 16 to 18mm thick upto 5'.0"(1.5M) length for steps and for full height for lift walls

Providing S.S.staircase railing using S.S.Hollow square vertical pipes of 50x25mm for steps & corridors

Cost , supply and fabrication of iron grills using M.S.flats/rounds/square for doors & windows glazing portion fixing

Providing & applying Birly wallcare/ synthetic plaster putty average 1 to 2 mm thickness in two coats for walls

Painting two coats with Plastic emulsuion paint over priemary coat (overall 3 coats) over New plastered surface internal walls

Painting two coats with Plastic emulsuion paint over priemary coat (overall 3 coats) over New plastered surface External walls

Painting two coats with best synthatic enamel paint over priemary coat (overall 3 coats) over new iron work.

Supply and applying poly-urethane (PU) water polish glossy/mat finish to the wood works for doors


of 117

56

57 Cost and supply of S.S.Coated over brass variety Tower bolts for doors

58 Cost and Supply of S.S.Coated over brass variety Aldrops for doors

59 Cost and supply of S.S.Coated over brass variety door handles for doors

60 Cost and supply of S.S.Coated over brass variety Door stoppers for doors

61 Anti-Termite Treatment

62 High performace Expansion Joints

Sub Estimates

63 Water Supply and Sanitary Esimate

64 Electrical Estimate including Fire fighting

65 The LS Provisions made by the CE(R&B) Electrical

d) LS Provision towards CCTVs

PART 'B'

66 Provision for architectural features @2% on civil works

67 Provision towards Lawn and beautification charges

68 Provision for internal roads

69

70 Provision for VAT @ 5%

71 Provision for price esclation @5%

72 provision for soil exploration and testing charges

73

74 Provision for Avagahana Sadassu

75 Provision for dismantling of existing old structures

76 Provision for Q.C.charges @1% on Civil Works

77

Ceiling with Gyp Board Fine Line Grid false ceiling in size 600 mm x 600 mm using 12.5 mm thick Gyp Board

a) Provision for 2 Nos 8 passanger [email protected](L)per each and 3 Nos 13 passanger [email protected](L)per eachmachine roomless and gearlesss Lifts

b) LS Provision towards HT Service Connections payment of APSPDCL considering 500KVA load @4000/-per KVA+payable to DEPLB

c) LS Provision towards HT panel, 2 Nos 315KVATransformers andHT Cables

Provision for interior decoration of meeting hall and auditorium, furniture to the judges chambers, meeting hall, auditorium, library and court halls

Provision for Municipal charges for plan approval and water and drainge charges

Provision for consultency services at 1% on civil works includes third party checking also.


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Provision for Contingencies

78 Provision for Seigniorage charges at 1% on Civil Works

Provision for Unforseen Items & Rounding Off

The estimate is prepared as per AP Standard Specifications and rates are adopted for the current Building SSR 2013-14 and relevent circulars issued from time to time.

Abs-STILT

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Estimate Rs #REF! Crores

#REF!

ABSTRACT ESTIMATE

Description of work Qty Rate Amount

1 #REF!

#REF! 353.00 #REF!

#REF! per 1 RM

2 #REF!

#REF! 285.00 #REF!

cum 1cum

3 #REF!

#REF! #REF! 6361.00 #REF!

cum cum

4 #REF! #REF! 6361.00 #REF!

cum cum

5 #REF! #REF! 8459.00 #REF!


S.No

for column piles& portico columns

Abs-STILT

of 117

Description of work Qty Rate AmountS.No

cum cum

#REF!

6 #REF! #REF! 9513.00 #REF!

cum cum

7 #REF! #REF! 9612.00 #REF!

cum cum

#REF!

8 #REF! #REF! 8953.00 #REF!

cum cum

9 #REF! #REF! 1198.00 #REF!

sqm sqm

10 #REF! #REF! 1709.00 #REF!

sqm sqm

Abs-STILT

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11 #REF!

#REF! 60209.00 #REF!

M.T M.T

12 #REF!

#REF! 462.00 #REF!

cum cum

13 #REF!

#REF! 5073.00 #REF!

cum cum

14 #REF!

#REF! 9169.00 #REF!

cum cum

Abs-STILT

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15 #REF!

Abs-STILT

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#REF! 9169.00 #REF!

cum cum

16 #REF!

#REF! 9826.00 #REF!

cum cum

17 #REF!

#REF! 348.00 #REF!

Sqm 1Sqm

18 #REF!

#REF! 332.00 #REF!

Sqm 1Sqm

Abs-STILT

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19 #REF!

#REF! 8413.00 #REF!

Sqm Sqm

20 #REF!

#REF! #REF! 8524.00 #REF!

Sqm Sqm

Abs-STILT

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21 #REF!

#REF! #REF! 3820.00 #REF!

Sqm Sqm

#REF! #REF! 3936.00 #REF!

Sqm Sqm

22 #REF!

#REF! #REF! 2771.00 #REF!

Sqm Sqm

Abs-STILT

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23 #REF!

#REF! 10506.00 #REF!

Sqm Sqm

24 #REF!

#REF! 11139.00 #REF!

Sqm Sqm

Abs-STILT

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25 #REF!

#REF! 8981.00 #REF!

Sqm Sqm

26 #REF!

#REF! 18432.00 #REF!

Sqm Sqm

27 #REF!

#REF! 15604.00 #REF!

Sqm Sqm

Abs-STILT

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28 #REF!

Abs-STILT

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#REF! 5286.00 #REF!

Sqm Sqm

29 #REF!

#REF! 1284.00 #REF!

Sqm Sqm

30 #REF!

#REF! 1602.00 #REF!

Sqm Sqm

31 #REF!

#REF! 1568.00 #REF!

Sqm Sqm

Abs-STILT

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32 #REF!

#REF! 159.00 #REF!

Rm Rm

33 #REF!

#REF! 157.00 #REF!

Rm

34 #REF!

#REF! 856.00 #REF!

Sqm Sqm

35 #REF!

#REF! 879.00 #REF!

Sqm Sqm

Abs-STILT

of 117


36 #REF!

#REF! 4302.00 #REF!

Sqm Sqm

37 #REF!

#REF! 4053.00 #REF!

Sqm Sqm

38 #REF!

#REF! 108528.00 #REF!

MT MT

Abs-STILT

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39 #REF!

#REF! 378.00 #REF!

Sqm Sqm

40 #REF!

Abs-STILT

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#REF! 111.00 #REF!

Sqm sqm

41 #REF!

#REF! 176.00 #REF!

Sqm sqm

42 #REF!

#REF! 138.00 #REF!

Sqm sqm

43 #REF!

#REF! 862 #REF!

Sqm Sqm

44 #REF!

Abs-STILT

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#REF! 189.24 #REF!

Nos Each

45 #REF!

#REF! 225.72 #REF!

Nos Each

46 #REF!

#REF! 1015.74 #REF!Nos Each

47 #REF!


48 #REF!


49 #REF!

#REF! 294.00 #REF!

Sqm Sqm

50 #REF!

#REF! 960.00 #REF!

Sqm Sqm

Abs-STILT

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51 #REF!

#REF! #REF! 792.00 #REF!

Sqm Sqm

Total Rs. #REF!

Abs-I

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Estimate Rs #REF! Crores

#REF!

ABSTRACT ESTIMATE

Description of work Qty Rate Amount

#REF!

1 #REF! #REF! 9874.00 #REF!

Cum Cum

2 #REF! #REF! 9904.00 #REF!

Cum Cum

#REF!

3 #REF! #REF! 9188.00 #REF!

Cum Cum

4 #REF! #REF! 1227.00 #REF!

sqm sqm


S.No

Abs-I

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5 #REF! #REF! 1740.00 #REF!

sqm sqm

6 #REF!

#REF! 61215.00 #REF!

M.T M.T

sqm sqm

7 #REF!

#REF! 9205.00 #REF!

Cum Cum

8 #REF!

#REF! 9882.00 #REF!

Cum Cum

9 #REF!

#REF! 384.00 #REF!

Abs-I

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Sqm Sqm

10 #REF!

#REF! 364.00 #REF!

Sqm Sqm

11 #REF!

#REF! 364.00 #REF!

Sqm Sqm

12 #REF!

#REF! 5463.00 #REF!

cum cum

Abs-I

of 117


13 #REF!

Abs-I

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#REF! 5207.00 #REF!

cum cum

14 #REF!

#REF! 2453.00 #REF!

cum cum

15 #REF!

#REF! #REF! 8524.00 #REF!

Sqm Sqm

Abs-I

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16 #REF!

#REF! #REF! 3820.00 #REF!

#REF! #REF! 3936.00 #REF!

#REF! #REF! 3936.00 #REF!

#REF! #REF! 4925.00 #REF!

#REF! #REF! 4925.00 #REF!

Sqm Sqm

17 #REF!

#REF! 2771.00 #REF!Sqm Sqm

Abs-I

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18 #REF!

#REF! 10506.00 #REF!

sqm sqm19 #REF!


Abs-I

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20 #REF!


21 #REF!


Abs-I

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22 #REF!


23 #REF!

#REF! 1633.00 #REF!

Sqm Sqm24 #REF!


Abs-I

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25 #REF!


26 #REF!

#REF! 159.00 #REF!Rm Rm

27 #REF!


28 #REF!


Abs-I

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29 #REF!


30 #REF!


31 #REF!


32 #REF!


Abs-I

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33 #REF!

#REF! 108528.00 #REF!MT MT

34 #REF!


35 #REF!


36 #REF!


Abs-I

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37 #REF!


38 #REF!


39 #REF!

#REF! #REF! 821.00 #REF!

Sqm Sqm

Total Rs #REF!


Lead Statement for the year 2013-14

Sl Avg Thk Class Size per Unit Source Convy Group Basic Cost Final Cost

1 Cement 43 Grade CSSR-5 1 MT LOCAL 0 C 5800 0 0 0 0 0 5800

2 HYSD Fe-415 Steel 415 CSSR-62 1 MT LOCAL 0 C 41500 0 0 0 0 0 41500

3 CSSR-68 1 MT LOCAL 0 C 43000 0 0 0 0 0 43000

4 CSSR-69 1 MT LOCAL 0 C 40000 0 0 0 0 0 40000

5 Mild Steel Bars M-126 1 MT LOCAL 0 C 41500 0 0 0 0 0 41500

6 CSSR-A.27 b 1 cum 0 6 A 285 0 54.4 0 32.1 12.8 384.3

7 CSSR-A.28 1 cum 0 6 A 505 0 54.4 0 32.1 12.8 604.3

8 CSSR-A.27 a 1 cum 0 6 A 385 0 54.4 0 32.1 12.8 484.3

9 6mm Nominal Aggregate M-050 1 cum 0 26 B 700 0 265.9 0 51.7 20.7 1038.3

10 M-051 1 cum 0 26 B 890 0 265.9 0 51.7 20.7 1228.3

11 M-052 1 cum 0 26 B 1045 0 265.9 0 51.7 20.7 1383.3

12 M-053 1 cum 0 26 B 1300 0 265.9 0 51.7 20.7 1638.3

13 M-055 1 cum 0 26 B 805 0 265.9 0 51.7 20.7 1143.3

14 Local 600x200x230 mm BMT-A.21 1 Nos 0 0 - 191 0 0 0 0 0 191

15 Local 600x200x100 mm BMT-A.18 1 Nos 0 0 - 90 0 0 0 0 0 90

MATERIAL DESCRIPTION

Material Code

Lead in KM

Seignio-rage

ChargesConveyance (Category B)

Loading (Category C)

Less 14%

Unloading (Category C) Less

14%

MA on Loading & Unloading

Structural Steel Angles/ Channels/ Beams

Structural Steel Plates/ Flats

Fine aggregate/Sand for filling

Fine aggregate /Sand for mortar/ plastering works

Fine aggregate/Sand for concrete works

10mm Nominal Aggregate

13.2/ 12.5 mm Nominal Aggregate



Areated Autoclave Concrete Blocks

Areated Autoclave Concrete Blocks

Final-DATA

of 117

CEMENT MORTAR PER CUM

CM (1:1) CM (1:1.5) CM (1:2) CM (1:3)

Cost of Cement 8352 5568 4176 2784

Cost of Sand 604.3 604.3 604.3 604.3

Wastage 5% 30.215 30.18 30.18 30.215

56 56 56 56

22.4 22.4 22.4 22.4

TOTAL Rate per cum 9064.915 6280.88 4888.88 3496.915

CM (1:4) CM (1:5) CM (1:6) CM (1:8)

Cost of Cement 2088 1670.4 1392 1044

Cost of Sand 604.3 604.3 604.3 604.3

Wastage 5% 30.215 30.18 30.18 30.215

56 56 56 56

22.4 22.4 22.4 22.4

TOTAL Rate per cum 2800.915 2383.28 2104.88 1756.91520 mm GRADED METAL

Cost of 20mm Metal (SS5) 60% 1638.3 982.98




TOTAL Rate per cum 1478.55

12 mm GRADED METAL




TOTAL Rate per cum 1283.3

CIVIL DATASBuildings SoR : 2013-14

Sl No Description Quantity Rate (RS) Unit Amount (RS)1

UNIT 1 RmtMan power CMM-087 Light mazdoor 0.789 day 280 1 day 220.92

40% 220.92 88.37

14% 309.288 43.30

0% 352.59 0.00

Total 352.59

Rate per 1 Rmt Say 353.00

Name of Work:- Construction of multistoried court building complex after demolishing the old Sub-Court at building Vijayawada

Man Mazdoor for mixing mortar (0.20)cum


Man Mazdoor for mixing mortar (0.20)cum


Index-Code

Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles of following diameters .500 mm dia to 700 mm dia (Boring for Cast-in-Situ piles)




Final-DATA

of 117

2

UNIT 10 CUMMan power CMM-087 Light mazdoor 3.64 day 280 1 day 1019.2

75% 1019.2 764.4

40% 1783.6 713.44

10 cum 0 1 cum 0

14% 2497.04 349.6

0% 2846.6 0.00

Total 2846.63

Rate per 1 cum. Say 285.00

3

UNIT 1 CUMMaterial BLC-001 380 Kg 5800 1000 Kg 2204

0.8 cum 1478.55 1 cum 1182.84

BLC-008 Cost of Sand 0.4 cum 484.3 1 cum 193.72M-189 Water 1.2 KL 100 1 KL 120

Machinery CMC-001 0.222 Hour 1594.5 1 Hour 353.98

Hire CMC-011 0.222 Hour 962.4 1 Hour 213.65

Market Concrete Pump 0.222 Hour 120.8 1 Hour 26.82Crew CMC-001 0.222 Hour 224.6 1 Hour 49.86

" CMC-011 0.222 Hour 269.5 1 Hour 59.83

40% 109.69 43.88

Man power CMM-011 0.056 day 350 1 day 19.6

CMM-077 0.056 day 320 1 day 17.92

BLD-CSTN-2.1

Earth work excavation for BUILDING foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS 20B (ApSS 308) in Ordinary Soil-Manual Means-Upto 3M depth

Add 75% for excavation of building foundation


Seigniorage Charge



BLD-CSTN-3-17

Supply and placing of the M-25 Grade Design Mix Concrete corresponding to IS 456 using Batching Plant at 20 cum per hour,Transit mixer 4cum capacity and concrete Pump with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding Seigniorage charges, including sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS


Cost of 20mm Graded metal

Agitator car / Transit mixer 2 cum

Batching plant 2 x 1.50 cum



Municipal Area Allowance applicable on Machinery crew



Final-DATA

of 117

CMM-087 Light mazdoor 0.92 day 280 1 day 257.640% 295.12 118.048

Basic cost Total 4861.7

Rate per 1 cum. Say 4862.00A FOOTINGS

1 cum 4861.74 1 cum 4861.74

1 cum 137 1 cum 137

1 cum 415 1 cum 415

40% 415 166

14% 5579.74 781.164

0% 6360.91 0

Total 6360.91

Rate per 1 cum. Say 6361.00B PEDESTALS

1 cum 4861.74 1 cum 4861.74

1 cum 109 1 cum 109.00

1 cum 660 1 cum 660.00

40% 660.00 264

14% 5894.74 825.26

0% 6720.01 0.00

Total 6720.01

Rate per 1 cum. Say 6720.00C PLINTH BEAMS

1 cum 4861.74 1 cum 4861.74

1 cum 1158 1 cum 1158.00

1 cum 1000 1 cum 1000.00

40% 1000.00 400

14% 7419.74 1038.76

0% 8458.51 0.00

Total 8458.51



Rate as worked out

Centering Hire charges

Centering labour




Rate as worked out


Centering labour




Rate as worked out


Centering labour




Final-DATA

of 117

D STEPS1 cum 4861.74 1 cum 4861.7

Total 4861.7



4861.7 4861.7 4861.7 4861.7

137 137 137 137

415 456.5 498 539.5

166 182.6 199.2 215.8

Lift charges 0 40.48 80.96 121.440 16.19 32.38 48.58

781.16 797.23 813.30 829.37

0 0 0 0

Rate per cum 6360.9 6491.7 6622.6 6753.4Say 6361.0 6492.0 6623.0 6753.0

4th (F5) 5th (F6) 6th (F7) 7th (F8)

4861.7 4861.7 4861.7 4861.7

137 137 137 137

581 622.5 664 705.5

232.4 249 265.6 282.2

Lift charges 161.92 202.41 242.89 283.3764.770 80.96 97.15 113.35

845.44 861.51 877.57 893.64

0 0 0 0

Rate per cum 6884.3 7015.1 7146.0 7276.8Say 6884.0 7015.0 7146.0 7277.0

Rate as worked out




Centering labour








Centering labour





Final-DATA

of 117

8th (F9) 9th (F10)

4861.744 4861.744

137 137

747 789

299 316

Lift charges 323.85 364.33130 146

910 926

0 0

Rate per cum 7408.59 7540.07Say 7409 7541

4


0.8 cum 1478.55 1 cum 1182.84





" CMC-011 0.444 Hour 269.5 1 Hour 119.658

40% 219.38 87.75





Centering labour





BLD-CSTN-3-18

Supply and placing of the M-25 Grade Design Mix Concrete corresponding to IS 456 using Batching Plant at 20 cum per hour,Transit mixer 4cum capacity and concrete Pump with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding Seigniorage charges, including sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS









Final-DATA

of 117

CMM-077 0.222 day 320 1 day 71.04Mason Cl- ll / Brick layer Cl-II

Final-DATA

of 117


Basic cost Total 5960.39


A i 3.66M Height COLUMNS1 cum 5960.39 1 cum 5960.389

Total 5960.389



5960.39 5960.39 5960.39 5960.39

296 296 296 296

1491 1640.1 1789.2 1938.3

597 657 716 776

Lift charges 0 76.50 152.99 229.490 31 62 92

1168.21 1212.54 1256.72 1300.90

0 0 0 0

Rate per cum 9512.6 9873.5 10233.3 10593.1Say 9513.0 9874.0 10233.0 10593.0

4th (F5) 5th (F6) 6th (F7) 7th (F8)

5960.39 5960.39 5960.39 5960.39

296 296 296 296

2087.4 2236.5 2385.6 2534.7

835 895 955 1014

Lift charges 305.98 382.48 458.97 535.47123 153 184 215

1345.09 1389.27 1433.59 1477.78

0 0 0 0

Rate per cum 10952.9 11312.6 11673.6 12033.3Say 10953.0 11313.0 11674.0 12033.0


Rate as worked out




Centering labour








Centering labour





Final-DATA

of 117

8th (F9) 9th (F10)

5960.389 5960.389 5960.389

296 296 296

2684 2833 2982

1074 1134 1193

Lift charges 612 689 765245 276 306

1522 1567 1611

0 0 0

Rate per cum 12393.39 12755.39 13113.39Say 12394 12756 13114

A ii 3.66M Height LINTELS1 cum 5960.39 1 cum 5960.39

Total 5960.39



5960.39 5960.39 5960.39 5960.39

984 984 984 984

1062 1168.2 1274.4 1380.6

425 468 510 553

Lift charges 0 76.50 152.99 229.490 31 62 92

1180.39 1216.33 1252.13 1287.93

0 0 0 0

Rate per cum 9611.8 9904.4 10195.9 10487.4Say 9612.0 9904.0 10196.0 10487.0


Above Terrace



Centering labour





Rate as worked out




Centering labour





Final-DATA

of 117

4th (F5) 5th (F6) 6th (F7) 7th (F8)

5960.39 5960.39 5960.39 5960.39

984 984 984 984

1486.8 1593 1699.2 1805.4

595 638 680 723

Lift charges 305.98 382.48 458.97 535.47123 153 184 215

1323.72 1359.52 1395.32 1431.26

0 0 0 0

Rate per cum 10778.9 11070.4 11361.9 11654.5Say 10779.0 11070.0 11362.0 11655.0

8th (F9) 9th (F10)

5960.389 5960.389 5960.389

984 984 984

1912 2018 2124

765 808 850

Lift charges 611.96 688.46 764.95245 276 306

1467 1503 1539

0 0 0

Rate per cum 11945.35 12237.84 12528.34Say 11946 12238 12529

5




Centering labour






Above Terrace



Centering labour





BLD-CSTN-3-16 C

Supply and placing of the M-25 Grade Design Mix Concrete corresponding to IS 456 using Batching Plant at 20 cum per hour,Transit mixer 4cum capacity and concrete Pump with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding Seigniorage charges, including sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for RCC SLABS, BEAMS

Final-DATA

of 117


0.8 cum 1478.55 1 cum 1182.84

BLC-008 Cost of Sand 0.4 cum 484.3 1 cum 193.7M-189 Water 1.2 KL 100 1 KL 120.0




" CMC-011 0.133 Hour 269.5 1 Hour 35.8

40% 65.7 1 26.29


CMM-077 0.067 day 320 1 day 21.44

CMM-087 Light mazdoor 0.433 day 280 1 day 121.2440% 154.23 1 61.69

Basic cost 4364.62A i 3.66M Height BEAMS

1 cum 4364.62 1 cum 4364.618

Total 4364.618



4364.62 4364.62 4364.62 4364.62

1737 1737 1737 1737

1251 1376.1 1501.2 1626.3

501 551 601 651

Lift charges 0 21.99 43.99 65.980 9 18 27

1099.51 1128.36 1157.21 1186.07

0 0 0 0











Rate as worked out




Centering labour





Final-DATA

of 117

Rate per cum 8953.1 9188.1 9423.0 9658.0Say 8953.0 9188.0 9423.0 9658.0

4th (F5) 5th (F6) 6th (F7) 7th (F8)

4364.62 4364.62 4364.62 4364.62

1737 1737 1737 1737

1751.4 1876.5 2001.6 2126.7

701 751 801 851

Lift charges 87.98 109.97 131.97 153.9636 44 53 62

1214.92 1243.63 1272.49 1301.34

0 0 0 0

Rate per cum 9892.9 10126.7 10361.7 10596.6Say 9893.0 10127.0 10362.0 10597.0

8th (F9) 9th (F10)

4364.62 4364.62 4364.62

1737 1737 1737

2252 2377 2502

901 951 1001

Lift charges 176 198 22071 80 88

1331 1360 1388

0 0 0

Rate per cum 10832.62 11067.62 11300.62Say 10833 11068 11301

A v 3.66M Height

1.5 cum 4364.618 1 cum 6546.93

Rate per 1 sqm 654.69




Centering labour






Above Terrace



Centering labour





SLAB 150MM THICK

Rate as worked out

Final-DATA

of 117


654.69 654.69 654.69 654.69

197 197 197 197

142 156.2 170.4 184.6

57 63 69 74

Lift charges 0 3.30 6.60 9.900 2 3 4

147.10 150.67 154.10 157.39

0 0 0 0

Rate per 1 Sqm 1197.8 1226.9 1254.8 1281.6

Say 1198.0 1227.0 1255.0 1282.0

4th (F5) 5th (F6) 6th (F7) 7th (F8)

654.69 654.69 654.69 654.69

197 197 197 197

198.8 213 227.2 241.4

80 86 91 97

Lift charges 13.20 16.50 19.80 23.096 7 8 10

160.96 164.39 167.68 171.25

0 0 0 0

Rate per 1 Sqm 1310.6 1338.6 1365.4 1394.4

Say 1311.0 1339.0 1365.0 1394.0




Centering labour








Centering labour





Final-DATA

of 117

8th (F9) 9th (F10)

654.69 654.69 654.69

197 197 197

256 270 284

103 108 114

Lift charges 26.4 29.7 3311 12 14

175 178 182

0 0 0

Rate per 1 Sqm 1423.09 1449.39 1478.69

Say 1424 1450 1479

A vii 3.66M Height

2.5 cum 4364.618 1 cum 10911.54



1091.15 1091.15 1091.15 1091.15

203 203 203 203

146 160.6 175.2 189.8

59 65 71 76

Lift charges 0 4.40 8.80 13.200 2 4 6

209.88 213.66 217.44 221.08

0 0 0 0

Rate per 1 Sqm 1709.0 1739.8 1770.6 1800.2

Say 1709.0 1740.0 1771.0 1800.0


Above Terrace



Centering labour





SLAB 250MM THICK

Rate as worked out




Centering labour





Final-DATA

of 117

4th (F5) 5th (F6) 6th (F7) 7th (F8)

1091.15 1091.15 1091.15 1091.15

203 203 203 203

204.4 219 233.6 248.2

82 88 94 100

Lift charges 17.60 21.99 26.39 30.798 9 11 13

224.86 228.50 232.28 236.06

0 0 0 0

Rate per 1 Sqm 1831.0 1860.6 1891.4 1922.2

Say 1831.0 1861.0 1891.0 1922.0

8th (F9) 9th (F10)

1091.15 1091.15 1091.15

203 203 203

263 278 292

106 112 117

Lift charges 35.2 39.6 43.9915 16 18

240 244 248

0 0 0

Rate per cum 1953.35 1983.75 2013.14Say 1954 1984 2014

6




Centering labour






Above Terrace



Centering labour





BLD-CSTN-4-1

Supplying, fitting and placing HYSD (Fe 415/ tmt grade as per IS 1786-1985) bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes, on cost of all materials complete for finished item of work

Final-DATA

of 117

UNIT 1 MTMaterial BLC-002 1.05 MT 41500 1 MT 43575

CSSR-A.03 Binding wire 6 Kg 70 1 Kg 420Man power CMM-002 10 day 350 1 day 3500

CMM-087 Light mazdoor 10 day 280 1 day 280040% 6300 2520

Total 52815

Rate per 1 MT Say 52815Ground (F1) 1st (F2) 2nd (F3) 3rd (F4)

52815 52815 52815 52815

Lift charges 0 630 1260 18900 252 504 756

7394.1 7517.58 7641.06 7764.54

0 0 0 0

Rate per MT 60209.1 61214.58 62220.06 63225.54Say 60209.0 61215.0 62220.0 63226.0

4th (F5) 5th (F6) 6th (F7) 7th (F8)

52815 52815 52815 52815

Lift charges 2520 3150 3780 44101008 1260 1512 1764

7888.02 8011.5 8134.98 8258.46

0 0 0 0

Rate per MT 64231.02 65236.5 66241.98 67247.46Say 64231.0 65237.0 66242.0 67247.0

Cost of HYSD Fe-415 Steel (including loading charges)

Black smith / Tin smith / Rivetor












Final-DATA

of 117

8th (F9) 9th (F10)

52815 52815 52815

Lift charges 5040 5670 63002016 2268 2520

8382 8506 8629

0 0 0

Rate per cum 68253 69259 70264Say 68253 69259 70264

7

UNIT 6 CUMMaterial BLC-007 6 cum 384.3 1 cum 2305.8

Man power CMM-087 Light mazdoor 0.31 day 280 1 day 86.840% 86.8 34.72

14% 2427.3 339.8

0% 2767.1 0.0

Total 2767.14


8

UNIT 1 CUMMaterial BLC-001 162 Kg 5800 1000 Kg 939.6

BLC-015 0.9 cum 1143.3 1 cum 1028.97


Machinery CMC-016 1 Hour 128.9 1 Hour 128.9

Crew CMC-016 1 Hour 174.2 1 Hour 174.2

40% 174.2 69.68


Above Terrace





BLD-CSTN-2.8

Filling with Sand in trenches, sides of foundations & basement from approved quarry consolidating deposited layer by watering and ramming, including all operational, incidental, labour charges, complete including cost and conveyance of sand / gravel for finished item of work. (APSS No 309 & 310).

Cost of Sand filling




BLD-CSTN-3-5

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, including sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:4:8) NOMINAL MIX


Cost of 40mm Nominal Aggregate

Concrete mixer 300 / 200 ( diesel)

Concrete mixer 300 / 200 ( diesel)


Final-DATA

of 117

Man power CMM-011 0.1 day 350 1 day 35


14% 3273.165 458.2431

0% 3731.4081 0

Total 3731.4081



3732 3732 3732 3732

137 137 137 137

415 456.5 498 498

166 182.6 199.2 199.2

Lift charges 0 42.42 84.84 127.260 16.968 33.936 50.904

623.0 639.4 655.9 664.2

0.0 0.0 0.0 0.0

Rate per cum 5073.0 5206.9 5340.9 5408.6Say 5073 5207 5341 5409

4th (F5) 5th (F6) 6th (F7) 7th (F8)

3732 3732 3732 3732

137 137 137 137

581 622.5 664 705.5

232.4 249 265.6 282.2

Lift charges 169.68 212.1 254.52 296.9467.872 84.84 101.808 118.776

688.79 705.24 721.69 738.14








Centering labour








Centering labour




Final-DATA

of 117

0.00 0.00 0.00 0.00

Rate per cum 5608.75 5742.68 5876.62 6010.55Say 5609 5743 5877 6011

8th (F9) 9th (F10)

3732 3732

137 137

747 789

299 316

Lift charges 339.36 381.78135.744 152.712

754.61 771.19

0.00 0.00

Rate per cum 6144.72 6279.68Say 6145 6280

9

UNIT 1 CUMA BED BLOCKS

Material BLC-001 220 Kg 5800 1000 Kg 1276

BLC-014 0.9 cum 1478.55 1 cum 1330.7




Total 3918.8






Centering labour





BLD-CSTN-3-10

Plain Cement Concrete (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size nominal aggregate machine crushed hard granite metal (coarse aggregate) from approved quarry from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, including sales & other taxes on all materials and including all charges for mixing, laying concrete, curing etc., complete for finished item of work. (APSS No. 402) for:-Hand Mix-PCC (1:3:6) NOMINAL MIX


Cost of 20mm Nominal Aggregate



Final-DATA

of 117


3918.8 3918.8 3918.8 3918.8

137 137 137 137

415 456.5 498 539.5

166 182.6 199.2 215.8

Lift charges 0 69.58 139.16 208.740 27.832 55.664 83.496

649.15 670.92 692.69 714.46

0.00 0.00 0.00 0.00

Rate per cum 5285.90 5463.18 5640.46 5817.75Say 5286 5463 5640 5818

4th (F5) 5th (F6) 6th (F7) 7th (F8)

3918.8 3918.8 3918.8 3918.8

137 137 137 137

581 622.5 664 705.5

232.4 249 265.6 282.2

Lift charges 278.32 347.9 417.48 487.06111.328 139.16 166.992 194.824

736.23 758.00 779.78 801.55

0.00 0.00 0.00 0.00

Rate per cum 5995.03 6172.31 6349.60 6526.88Say 5995 6172 6350 6527

8th (F9) 9th (F10)

3918.75 3918.75

62 62

747 789

299 316

Lift charges 556.64 626.22




Centering labour








Centering labour








Centering labour


Final-DATA

of 117

223 251

813 835

0 0

Rate per cum 6619.39 6797.97Say 6620 6798

10

Description Quantity Unit rate per Amount

A.A. Concrete Blocks 36.00 No.s 191.00 Each 6876.00

CM (1:6) (50% taken in mortar quantity) 0.10 Cum 2104.88 1 cum 210.49

Mason 1st class (50% taken in Brick Masonry labour) 0.21 Nos 350.00 Each 73.50

Mason 2nd class(50% taken in B.M labour) 0.49 Nos 320.00 Each 156.80

Woman Mazdoor(50% taken in B.M labour) 0.35 Nos 280.00 Each 98.00

Man Mazdoor(60% taken in B.M labour) 1.05 Nos 280.00 Each 294.00

7708.79

Add Extra 40% MAA on Labour Charges 40.00 % 622.30 248.92

7957.71

Or say 7958Rate for Ground floor(F1) 1.00 Cum 7957.71 1cum 7957.71

Add Extra For Scaffolding Charges 1.00 Cum 63.32 63.32

Add Extra 40% MAA on Labour 40.00 % 54.34 21.74

Add Extra 14% for Contarctors profit and overheads 14.00 % 8042.76 1125.99

9168.75

Or say 9169

R A T E FOR 1ST Floor (F2)

Basic Rate cum 7957.71 1 cum 7957.71

Add Extra For Scaffolding Charges 1.00 Cum 86 86.00



9204.94

or say 9205per 1 cum




Arerated Autoclaved Concrete Blocks of size 600X200X230 mm in CM (1:6) Conforming to IS 2185 part - III - 1984 and IS 6441 - 1972 having compressive strength of 3 N/mm2 of Aerocon / Airolite or equivalent products including cost, seigniorage and conveyance of all materials and water from approved sources to work site and all operational , incidental, labour charges such as scaffolding, mixing mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per SS 504

Final-DATA

of 117

R A T E FOR 2nd Floor (F3)





9241.13


R A T E FOR 3rd Floor (F4)





9277.32


R A T E FOR 4TH Floor (F5)





9313.52







9349.71







Final-DATA

of 117

9385.90







9422.08







9458.28







9494.46


11

Description Quantity Unit rate per Amount

A.A. Concrete Blocks 83.00 No.s 90.00 Each 7470.00

CM (1:6) (50% taken in mortar quantity) 0.10 Cum 2104.88 1 cum 210.49

Mason 1st class (50% taken in Brick Masonry labour) 0.21 Nos 350.00 Each 73.50

Mason 2nd class(50% taken in B.M labour) 0.49 Nos 320.00 Each 156.80

Woman Mazdoor(50% taken in B.M labour) 0.35 Nos 280.00 Each 98.00

Man Mazdoor(60% taken in B.M labour) 1.05 Nos 280.00 Each 294.00

8302.79

Arerated Autoclaved Concrete Blocks of size 600X200X100mm in CM (1:6) Conforming to IS 2185 part - III - 1984 and IS 6441 - 1972 having compressive strength of 3 N/mm2 of Aerocon / Airolite or equivalent products including cost, seigniorage and conveyance of all materials and water from approved sources to work site and all operational , incidental, labour charges such as scaffolding, mixing mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per SS 504 for Superstructure.

Final-DATA

of 117

Add Extra 40% MAA on Labour Charges 40.00 % 622.30 248.92

8551.71

Or say 8552

Final-DATA

of 117

Rate for Ground floor(F1) 1.00 Cum 8551.71 1cum 8551.71


Add Extra 40% MAA on Labour Rs 40.33 40.00 % 54.34 21.74


9826.04

Or say 9826

R A T E FOR 1ST Floor (F2)


Add Extra For Scaffolding Charges 1.00 Cum 86 86.00



9882.10


R A T E FOR 2nd Floor (F3)





9918.29


R A T E FOR 3rd Floor (F4)





9954.48






Final-DATA

of 117


9990.68







10026.87







10063.06







10099.24







10135.44


Final-DATA

of 117






10171.62


12

UNIT 10 SqmBASE COAT 8mm thick in CM(1:5)Material BLC-001 31.7 Kg 5800 1000 Kg 183.86

BLC-008 Cost of Sand 0.11 cum 604.3 1 cum 66.473TOP COAT 4mm thick in CM(1:3)Material BLC-001 19.2 Kg 5800 1000 Kg 111.36

BLC-008 Cost of Sand 0.04 cum 604.3 1 cum 24.172Man power CMM-011 0.63 day 350.00 1 day 220.5

CMM-077 1.47 day 320.00 1 day 470.4

CMM-087 Light mazdoor 3.9 day 280.00 1 day 109240% 1782.9 713.16

Total 2881.925



288 288 288 288

13.19 17.68 22.16 26.65

4.432 6.228 8.02 9.816

Lift charges 0 17.829 35.658 53.4870 7.1316 14.2632 21.3948

BLD-CSTN-8-10

Ornamental plastering to ceiling 12 mm thick in two coats with base coat of 8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for RCC exposed faces for finished item of work. (SS 901,903 & 904) for:-Ceiling Plastering 2/c in CM (1:3) & (1:5): 12 mm








Scafolding Charges



Final-DATA

of 117

42.79 47.16 51.53 55.91

0.00 0.00 0.00 0.00

Rate per 1Sqm 348.41 384.03 419.64 455.26Say 348 384 420 455

4th (F5) 5th (F6) 6th (F7) 7th (F8)

288 288 288 288

31.14 35.62 40.11 44.6

11.612 13.404 15.2 16.996

Lift charges 71.316 89.145 106.974 124.80328.5264 35.658 42.7896 49.9212

60.28 64.66 69.03 73.40

0.00 0.00 0.00 0.00

Rate per 1 Sqm 490.88 526.48 562.10 597.73

Say 491 526 562 598

8th (F9) 9th (F10)

288 288 288

49.08 53.57 58.06

18.792 20.584 22.38

Lift charges 142.64 160.47 178.2958 65 72

78 83 87

0 0 0

Rate per cum 634.512 670.624 705.73Say 635 671 706

13





Scafolding Charges






Above Terrace


Scafolding Charges





BLD-CSTN-8-10

Plastering 12 mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Internal & Even faces of Brick Wall and RCC exposed faces for finished item of work. (SS 901,903 & 904) for:-Plastering 2/c in CM (1:4) & (1:6): 12 mm

Final-DATA

of 117

UNIT 10 SqmBASE COAT 8mm thick in CM(1:6)Material BLC-001 26.4 Kg 5800 1000 Kg 153.12

BLC-008 Cost of Sand 0.11 cum 604.3 1 cum 66.473TOP COAT 4mm thick in CM(1:4)Material BLC-001 14.4 Kg 5800 1000 Kg 83.52


CMM-077 1.47 day 320.00 1 day 470.4


Total 2823.345



283 283 283 283

6.33 8.6 10.87 13.13

2.172 3.08 3.988 4.896

Lift charges 0 17.829 35.658 53.4870 7.1316 14.2632 21.3948

40.81 44.75 48.69 52.63

0.00 0.00 0.00 0.00

Rate per 1Sqm 332.31 364.39 396.47 428.53Say 332 364 396 429








Scafolding Charges





Final-DATA

of 117

4th (F5) 5th (F6) 6th (F7) 7th (F8)

283 283 283 283

15.4 17.67 19.94 22.21

5.8 6.708 7.616 8.524

Lift charges 71.316 89.145 106.974 124.80328.5264 35.658 42.7896 49.9212

56.57 60.51 64.44 68.38

0.00 0.00 0.00 0.00

Rate per 1 Sqm 460.61 492.69 524.76 556.84

Say 461 493 525 557

8th (F9) 9th (F10)

283 283 283

24.47 26.74 29.01

9.428 10.336 11.244

Lift charges 142.64 160.47 178.2958 65 72

73 77 81

0 0 0

Rate per cum 590.538 622.546 654.544Say 591 623 655

14

UNIT 10 SqmBASE COAT 16mm thick in CM(1:6)


BLC-008 Cost of Sand 0.18 cum 604.3 1 cum 108.774TOP COAT 4mm thick in CM(1:4)



Scafolding Charges






Above Terrace


Scafolding Charges





BLD-CSTN-8-9

Plastering 20 mm thick in two coats with base coat of 16 mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for External & Uneven Surfaces of Brick Wall and RCC exposed surfaces for finished item of work. (SS 901,903 & 904) for:-Plastering 2/c in CM (1:4) & (1:6): 20 mm


Final-DATA

of 117

Material BLC-001 14.5 Kg 5800 1000 Kg 84.1


CMM-077 1.47 day 320.00 1 day 470.4


Total 2962.506

Rate per 1 Sqm Say 297Ground (F1) 1st (F2) 2nd (F3) 3rd (F4)

297 297 297 297

6.33 8.6 10.87 13.13

2.172 3.08 3.988 4.896

Lift charges 0 17.829 35.658 53.4870 7.1316 14.2632 21.3948

42.77 46.71 50.65 54.59

0.00 0.00 0.00 0.00

Rate per 1Sqm 348.27 380.35 412.43 444.49Say 348 380 412 444

4th (F5) 5th (F6) 6th (F7) 7th (F8)

297 297 297 297

15.4 17.67 19.94 22.21

5.8 6.708 7.616 8.524

Lift charges 71.316 89.145 106.974 124.80328.5264 35.658 42.7896 49.9212

58.53 62.47 66.40 70.34

0.00 0.00 0.00 0.00

Rate per 1 Sqm 476.57 508.65 540.72 572.80

Say 477 509 541 573







Scafolding Charges







Scafolding Charges





Final-DATA

of 117

Final-DATA

of 117

8th (F9) 9th (F10)

297 297 297

24.47 26.74 29.01

9.428 10.336 11.244

Lift charges 142.64 160.47 178.2958 65 72

75 79 83

0 0 0

Rate per cum 606.538 638.546 670.544Say 607 639 671

15

Taken size 2.72MX2.58M ---per 1.0Sqm

Required materials Quantities

Door frame verticals 4X1X2.58X0.150X0.100 0.1548

Door frame horizontals 3X1X2.720x0.150X0.100 0.1224

Total 0.2772 Cum

for Shutters styles 4x1x1.954x0.125x0.038 0.0371

-do- top railing 2x1x0.673x0.200x0.038 0.0102

-do--lock & bottom rails 2x2x0.673x0.15x0.038 0.0153

Door both sides glass shutters

styles 2x2x1.954x0.075x0.050 0.0293

rails 2x3x0.524x0.075x0.050 0.0118

Total 0.1037 Cum3)T.W. planks of 25mm thick

door shutter top planks 2x1x0.44x0.80x0.025 0.0176 Cum

do- bottom planks 2x1x0.44x0.77x0.025 0.0169

0.0345 Cum


Above Terrace


Scafolding Charges





Supply and fixing of Entrance door(E.D) of size 2.72x2.58M with double leaf best teak wood panelled and both sides glazed doors (Double door) and top fixing glazing using T.W.scantlings Ist class variety for frame of size 150X100mm Door shutter styles of size 125X38mm ,top rail of size 200mmx38mm, lock rail & bottim rails of size 150x38mm, Teak wood planks Ist class variety of size 25mm thick, side glazed portion shutter using planksT.W Ist class styles & nails of size 75x50mm glazed portion using 5mm thick plain glass fixing with 12.5mm thick T.W.beeding alround the plain glass using nails for beedings fixing and frames fittings, M.S.'Z' hold fasts 4nos.on each side (Total 8nos) including cost and conveyance of all materials to site like Fevicol gum, wire nails, screws for fixing of hold fasts and labour charges for making of doors as per approved design and fixing them in position with door fixtures and M.S,grill for glazed portion ( excluding cost of fixtures & M.S.grill which is supplied in the other items of this agreement) etc. complete item of work --per 1Sqm

1)T.W.scantlings above 2.00mts.length Ist class variety

2)T.W.scantlings below 2.00mts.length Ist class variety

Final-DATA

of 117

4)T.W. beeding for glass allround Tst class

side shutter top glass alround 2x1x2(0.42+1.23)x0.0125x0.0125 0.00103 Cum

do- bottom glass alround 2x1x2(0.42+1.62)x0.0125x0.0125 0.00065

over door top fixed glazing alround 2x1x2(0.52+0.375)x0.0125x0.0125 0.00056 Cum

-do--center 1x1x2(1.35+0.375)x0.0125x0.0125 0.00054

0.00278 Cum

5)5mm thick plain glass

Door side shutter glzing top panel 2x1x0.42x1.23 1.03

-do- top panel 2x1x0.42x0.62 0.52

over door top fixed glazing 2x1x0.52x0.375 0.39

1x1x1.35x0.375 0.51

add cutting for wastage@5% 0.12

2.57 Sqm

6) Mild steel 'Z' hold fasts

for door fixing both sides 2*4 8.00 Nos

7) Wire nails

for doormaking and glass side beeding fixing nails 1*1/4 0.25 Kg

8)Fevicol gum 1*1/4 0.25 Kg

9) Labour charges for door area 1x1x2.72x2.58 7.02 Sqm

ABSTRACT

0.2772 cum 116540.00 cum 32304.89

0.1037 cum 63567.00 cum 6591.90

cost of T.W.planks(Ist class)-(PG 20/116) 0.0345 cum 137729.00 cum 4751.65

0.0027 cum 63567.00 cum 172.90

cost of plain glass 5mm thick p33/350 2.57 Sqm 521.00 Sqm 1338.97

Cost of M.S. Z hold fasts 8.00 NosL.R

15.00 Each 120.00

cost of wire nails P21/131 SSR13-14 0.25 Kgs 57.00 Kgs 14.25

7.02 Sqm 473 662.20 Sqm 4648.64

Add 40% extra on labour 40% 4648.64 1859.46

51802.66

Rate per Sqm = 51802.66/7.02 7379.30

Applicable Overheads and Contractor's profit 0.14 7379.30 1033.10

8412.40

or say

8413per sqm

cost of T.W.scantlings Ist class variety above 2.00mts length(PG 20/114)

cost of T.W.scantlings below 2.00mts length(Ist class)-(PG 20/109)

cost of T.W.beeding(Ist class)1/2"x1/2" size(PG 20/109)

Labour charges for making of door fixing in position P63/949 SSR08-09-Adding 40% extra for 2013-14

Final-DATA

of 117

16 BMT-N.63

For DOOR D1

Rate per 1 Sqm 7477Applicable Overheads and Contractor's profit 0.14 7477 1046.78

8523.78

8524.00

17

a DOUBLE SHUTTER(D3) UNIT 1.21 2.59 3.1339 SqmMaterial BMT-F.32 6.39 Rmt 735 1 Rmt 4696.65

Supplying and fixing of Unplasticised Poly Vinyl Chloride (UPVC) openable doors with openable shutters duly manufactured using UPVC reinforced profiles of 60 mm x 55 mm x 2.0 mm for outer frames, 70 mm x 60 mm x 2.25 mm for mullion sections as per the need and 102 mm x 60 mm x 2.0 mm for openable shutter frame capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2 mm prefabricated & welded through fusion welding the window sash shall be fitted with 5 mm thick clear float glass of reputed make duly fixed with TPV Gaskets/ EPDM weathering seal resistant and accessories for openable door - hinges of stainless steel grade 304- 3 Nos., per shutter handle with mazak alloy casting 1 No. per shutter, locking system suitably concealed 1 No., with raiser wedges for smooth operation and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site with templates for casement sizing complete for finished item of work-DOOR D1

BLD-CSTN-13-16

Supply and Fixing Door Frames made of Skin pass galvanized Iron Sheet ( conform to Base Steel as per IS 513 “D” Quality, Galvanized as per IS 277 with Hot Zinc Coating of 120 grams/ Sq.mtr) with pure polyester powder coating of 60 - 65 Microns (Dry Film thickness) manufactured from 1.2 mm thick galvanized steel sheet formed to single rebate profile of size 100 mm x 58 mm fitted with “TEE” anchors and supplied to knock down /welded form with Miter Joint for Bolted Assembly at site, cleaned and coated with Polyurethane powder coating of thickness 65 – 75 microns (Dry Film Thickness) & Oven Baked at 200 Degree Centigrade for Wood Grain finish, Stainless Steel Ball Bearing Butt Hinges of 102 x 76 x 3mm thick fixed flush to the frame,Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mmthick conforming to IS:2202,2 No tower bolt of 250x12mm dia, 1 No. CP Aldrops - 300 mm long and 2 Nos. CP handles of 150 mm size & 1 No. 63 mm long door stopper including fixing the fixtures to door with required no. of screws, bolts and nuts including 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

Supply and Fixing Door Frames made of Skin pass galvanized Iron Sheet ( conform to Base Steel as per IS 513 “D” Quality, Galvanized as per IS 277 with Hot Zinc Coating of 120 grams/ Sq.mtr) with pure polyester powder coating of 60 - 65 Microns (Dry Film thickness) manufactured from 1.2 mm thick galvanized steel sheet formed to single rebate profile of size 100 mm x 58 mm fitted with “TEE” anchors and supplied to knock down /welded form with Miter Joint for Bolted Assembly at site, cleaned and coated with Polyurethane powder coating of thickness 65 – 75 microns

Final-DATA

of 117

BMT-N.21 3.1339 sqm 1206 1 sqm 3779.4834

BMT-G.45 1 No. 164 1 No. 164

BMT-G.17 4 No. 68 1 No. 272

BMT-G.36 4 No. 46 1 No. 184

BMT-G.53 2 No. 46 1 No. 92

Market Rubber bush 2 No. 10 1 No. 20Man power BMM-V.23 3.1339 sqm 295 1 sqm 924.5005

40% 924.5005 369.8002

14% 10502.4341 1470.340774

0% 1470.340774 0

Total 11972.774874Rate per 1 Sqm Say 3820

b UNIT 1.06 2.59 2.7454 Sqm

Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mmthick conforming to IS:2202

MS-Powder Coated Aldrop (IS:2681) 300 mm long

MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 250 mm Long

MS-Powder Coated Door Handles (IS:208) 150 mm Long

MS-Powder Coated - Door Stoppers

Labour charges for fixing Flush door shutters of any thickness to the existing door frame including fixing the fixtures to the door shutter excluding cost of shutter




SINGLE SHUTTER(D4,D8)

Final-DATA

of 117

Material BMT-F.32 6.24 Rmt 735 1 Rmt 4586.4

BMT-N.21 2.7454 sqm 1206 1 sqm 3310.9524

BMT-G.45 1 No. 164 1 No. 164

BMT-G.17 2 No. 68 1 No. 136

BMT-G.36 2 No. 46 1 No. 92

BMT-G.53 1 No. 46 1 No. 46

Market Rubber bush 1 No. 10 1 No. 10

Supply and Fixing Door Frames made of Skin pass galvanized Iron Sheet ( conform to Base Steel as per IS 513 “D” Quality, Galvanized as per IS 277 with Hot Zinc Coating of 120 grams/ Sq.mtr) with pure polyester powder coating of 60 - 65 Microns (Dry Film thickness) manufactured from 1.2 mm thick galvanized steel sheet formed to single rebate profile of size 100 mm x 58 mm fitted with “TEE” anchors and supplied to knock down /welded form with Miter Joint for Bolted Assembly at site, cleaned and coated with Polyurethane powder coating of thickness 65 – 75 microns Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mmthick conforming to IS:2202





Final-DATA

of 117

Man power BMM-V.23 2.7454 sqm 295 1 sqm 809.893

40% 809.893 323.9572

14% 9479.2026 1327.088364

0% 1327.088364 0

Total 10806.290964Rate per 1 Sqm Say 3936

c UNIT 0.9 2.13 1.917 Sqm

Material BMT-F.32 5.16 Rmt 735 1 Rmt 3792.6





SINGLE SHUTTER(D5,D9,D10)

Supply and Fixing Door Frames made of Skin pass galvanized Iron Sheet ( conform to Base Steel as per IS 513 “D” Quality, Galvanized as per IS 277 with Hot Zinc Coating of 120 grams/ Sq.mtr) with pure polyester powder coating of 60 - 65 Microns (Dry Film thickness) manufactured from 1.2 mm thick galvanized steel sheet formed to single rebate profile of size 100 mm x 58 mm fitted with “TEE” anchors and supplied to knock down /welded form with Miter Joint for Bolted Assembly at site, cleaned and coated with Polyurethane powder coating of thickness 65 – 75 microns

Final-DATA

of 117

BMT-N.21 1.917 sqm 1206 1 sqm 2311.902

BMT-G.45 1 No. 164 1 No. 164

BMT-G.17 2 No. 68 1 No. 136

BMT-G.36 2 No. 46 1 No. 92

BMT-G.53 1 No. 46 1 No. 46

BMT-G.63 1 No. 938 1 No. 938

Market Rubber bush 1 No. 10 1 No. 10Man power BMM-V.23 1.917 sqm 295 1 sqm 565.515

40% 565.515 226.206

14% 8282.223 1159.51122

0% 1159.51122 0

Total 9441.73422

Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mmthick conforming to IS:2202





Providing and fixing Cast Iron Body Bottle Type Hydraulic Door Closer (IS: 3564) with double speed adjustment, with necessary accessories and screws etc. complete





Final-DATA

of 117


18 BMT-N.74

(For DOOR D11)

Rate per 1 Sqm 2431Applicable Overheads and Contractor's profit 0.14 2431.00 340.34

2771.34

2771.00

19

Required Quantities1)M.S.flat angles of size 100x75x12mm thickDoor outer Frame verticals 2X1X2.13 4.26Door outer Frame horizontals 2X1X0.90 1.80Door shutter horizontal rails 5x1x0.88 4.40Door shutter horizontal styles 2x1x2.11 4.22Door shutter horizontal diagonals 4x1x1.02 4.08For hold fasts 6x1x0.30 1.80Add 5% extra for wastage 1.03

21.59 RMweight of of [email protected]/Sqm 332.49 Kgs2) M.S.round bars 25mmFor Door shutter vertical posts 10x1x2.11 21.10Add 5% extra for wastage 1.06

22.16 RM85.41 Kgs

3)Area charges for door area 0.90x2.13 1.92 SqmABSTRACT

332.49 Kgs 43000.00 MT 14297.07

85.41 Kgs 41500.00 MT 3544.52

cost of locking arrangements 1.00 No Each 1500.00

417.90 Kgs 20.00 Kgs 8358.00

Add 40% extra on labour 40% 8358.00 3343.2031042.79

Rate for 1Sqm =31042.79/1.92Sqm 16168.12


18431.65

18432.00

Supply and fixing SINGLE PANEL 30 mm thick PVC DOOR, door shutters with shutter frame and infill panel made from PVC material, the shutter frame made out of PVC extruded sections having overall dimentions of 60 mm x 30 mm with wall thickness of 1.3 mm+- 0.3 mm, with the infill panel made out of multichambered seamless hallow PVC extruded panel having overall dimentions of 610 mm x 20 mm having wall thickness 1 mm +- 0.2 mm with the shutter frame meter cut and joined at corners and all the hardware locations reinforced with special polymeric bars as per the drawing including providing special PVC braket on the hinge side,etc complete.

Supply ad fixing of M.S.Iron grill door (G.D)of size 0.90Mx2.13M of approved design using M.S.flat angles of size 100x75mm of 12mm thick for outer frame shutter alround ,horizontal rails 5nos and cross diagonals 4nosand shutter vertical posts with 25mm M.S.round bars at 100mm center to center and M.S.hold fasts with angles and locking arrangements including cost, conveyance to site and labour charges for making of iron grill door welding and grinding neatly and fabrication charges etc.complete -per 1Sqm

weight of of M.S.round bars 25mm [email protected]/RM

cost of M.S.angle of size 100x75x12mm thick ( Rate approved 4/2013)

cost of M.S.round bars 25mm ( Rate approved 4/2013)

1500 L.R

Labour charges for making of door welding and grinding and fixing etc.(P99/934 ssr13-14)

or say 18109/-

Sqm

Final-DATA

of 117

20

A) 13989.00

B) 16876.00

TOTAL 30865.00

1No each 30865.00 each 30865.00

Rate per 1Sqm 9216.18

0.14 9216.18 1290.27

10506.45

0r say 10506.00

21

A) 9741.00

B) 12078.00

TOTAL 21819.00

Supply ing and fixing of unplasticised poly vinyl chloride (UPVC) W1 type FENESTA casement windows openable shutters sliding 2 track-3panel and middle portion fixed shutter of 1.83MX 1.37M size and top glazed with top hungh in 3 parts of total size 1.83x0.45M (Total window size 1.83mX 1.83M )1500 series duly manufactured using UPVC reinforced profiles of 56mmx48mmx 2.25mm for outer frames, 56mm x66mm x 2.25mm for mullion sections for two or more openable shutters 56mm x66mmx2.25mm for openable shutter frame capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2mm prefabricated & welded through fusion welding the window sash shall be fitted with 5mm thick clear float glass of reputed make duly fixed with EPDM weathering seal resistant and accessories for casement window -friction stay hinges of stainless steel grade304 -2nos., per sash, handle with mazak alloy casting 1no. per sash provided with riser wedges for smooth operation and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing /deglazing at the site etc., including cost and conveyance of all materials ,accessories, labour charges for transportation, erection at site with templates for casement sizing complete for finished item of work for -1Sqm

Taken size 1.83MX1.83M =3.349Sqm

top hungh in 3 parts amount (1.83x0.45M size) as per Quotation

sliding window 2track-3panel amount (1.83x1.37M) as per quotation

Rate asper Quotation of FENESTA company UPVC 1500 series W1 size window of 1.83M x 1.83M

30865/3.349


Supply ing and fixing of unplasticised poly vinyl chloride (UPVC) W2 type FENESTA casement windows openable shutters sliding 2 track-2panel and middle portion fixed shutter of 1.22MX 1.37M size and top glazed with top hungh in 2 parts of total size 1.22 x0.45M (Total window size 1.22MX 1.83M )1500 series duly manufactured using UPVC reinforced profiles of 56mmx48mmx 2.25mm for outer frames, 56mm x66mm x 2.25mm for mullion sections for two or more openable shutters 56mm x66mmx2.25mm for openable shutter frame capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2mm prefabricated & welded through fusion welding the window sash shall be fitted with 5mm thick clear float glass of reputed make duly fixed with EPDM weathering seal resistant and accessories for casement window -friction stay hinges of stainless steel grade304 -2nos., per sash, handle with mazak alloy casting 1no. per sash provided with riser wedges for smooth operation and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing /deglazing at the site etc., including cost and conveyance of all materials ,accessories, labour charges for transportation, erection at site with templates for casement sizing complete for finished item of work for -1Sqm

Taken size 1.22MX1.83M =2.233Sqmtop hungh in 3 parts amount

(1.22x0.45M size) as per Quotation

sliding window 2track-2panel amount (1.22x1.37M) as per quotation

Final-DATA

of 117

1No each 21819.00 each 21819.00

Rate per 1Sqm 9771.16

0.14 9771.16 1367.96

11139.12

0r say 11139.00

22

A 6835.00

TOTAL 6835.00

1No each 6835.00 each 6835.00

Rate per 1Sqm 6835/1.635 4180.43

0.14 4180.43 585.26

4765.69

0r say 4766.00

23

A 3608.00

TOTAL 3608.00

Rate asper Quotation of FENESTA company UPVC 1500 series W1 size window of 1.22M x 1.83M

21819/2.233


Supply ing and fixing of unplasticised poly vinyl chloride (UPVC) Counter windows (C.W) type FENESTA casement windows fixed shutters of size of 1.22MX 1.37M size 1500 series duly manufactured using UPVC reinforced profiles of 56mmx48mmx 2.25mm for outer frames, 56mm x66mm x 2.25mm for mullion sections for closing and glazing shutters frame capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2mm prefabricated & welded through fusion welding the window sash shall be fitted with 5mm thick clear float glass of reputed make duly fixed with EPDM weathering seal resistant and accessories for casement window -friction stay hinges of stainless steel grade304 -2nos., per sash, handle with mazak alloy casting 1no. per sash provided with riser wedges for smooth operation and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing /deglazing at the site etc., including cost and conveyance of all materials ,accessories, labour charges for transportation, erection at site with templates for casement sizing complete for finished item of work for -1Sqm

Taken size 1.22MX1.34M =1.635SqmFixed window amount (1.22x1.34M) as

per quotation

Rate asper Quotation of FENESTA company UPVC 1500 series counter window of 1.22M x 1.34M


Supply ing and fixing of unplasticised poly vinyl chloride (UPVC) Ventilator in lover glasses (V type) FENESTA casement ventilator with lovers of size of 0.75MX 0.61M size 1500 series duly manufactured using UPVC reinforced profiles of 56mmx48mmx 2.25mm for outer frames, 56mm x66mm x 2.25mm for mullion sections for closing and glazing shutters frame capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2mm prefabricated & welded through fusion welding the ventilator sash shall be fitted with 5mm thick clear float glass of reputed make duly fixed with EPDM weathering seal resistant and accessories for casement ventilator , per sash, handle with mazak alloy casting 1no. per sash provided with riser wedges for smooth operation and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing /deglazing at the site etc., including cost and conveyance of all materials ,accessories, labour charges for transportation, erection at site with templates for casement sizing complete for finished item of work for -1Sqm

Taken size 0.75MX0.61M =0.458SqmFixed ventilator with lover glasses

amount (0.75x0.61M) as per quotation

Final-DATA

of 117

1No each 3608.00 each 3608.00

Rate per 1Sqm 3608/0.458 7877.73

0.14 7877.73 1102.88

8980.61

0r say 8981.00

24

Required Quantities1)M.S.angles of size 90x60mm size 12mm thickFor outer Frame verticals 2X1X0.60 1.20for outer Frame horizontals 2X1X0.90 1.80For hold fasts 2x2x0.30 1.20Add 5% extra for wastage 0.21

Total 4.41 RMweight of of [email protected]/Sqm 57.33 Kgs2)M.S.Plates of size 90mm width and 12mm thickFrame intermediate horizontal plates 0.243

Add 5% extra for wastage 0.012Total 0.255 RM

24.02 kgs3) M.S.round bars 25mmFor ventilator vertical posts 10x1x0.60 6.00Add 5% extra for wastage 0.30

6.30 RM24.28 kgs

4)area for iron grill ventilator area 0.54 sqm

ABSTRACT57.33 Kgs 43000.00 MT 2465.19

cost of M.S.platesof 90mm width and 12mm thick 24.02 Kgs 40000.00 Sqm 960.80

cost of M.S.round bars 24.28 Kgs 41500.00 Kgs 1007.62

105.63 Sqm 20.00 Sqm 2112.60

Add 40% extra on labour 40% 2112.60 845.04

7391.2513687.50


15603.75

15604.00

Rate asper Quotation of FENESTA company UPVC 1500 series ventilator with lovers of 0.75M x 0.61M


Supply and fixing of M.S.Iron grill ventilator of size 0.90Mx 0.60M using outframe of M.S.angles of size 90x60mm of 12mm thick and intermidiate grills using 25mm mild steel bars at every 100mm center to center in both ways and hold fasts using M.S.angle 90x60mm size 12mm thick including cost, conveyance of all materials to site welding and grinding charges and labour charges for making of iron grill ventilators and fixing in position etc.complete item of work -per 1Sqm

3X1X0.90x0.09

weight of of M.S.Plates 12mm [email protected]/Sqm

weight of of M.S.round bars 12mm [email protected]/RM 1x1x0.90x0

.60

cost of M.S.angle of size 90x60mm size 12mm thick rate taken for the month of 4/2013

Labour charges for fabrication of iron grill ventilator welding and grinding and fixing etc. P85/880 SSR12-13

Rate for 1Sqm =7325.99/0.54

Sqm

or say 15466/-

Sqm

Final-DATA

of 117

25

Taken size 1X1x4.40Mx 0.84M=3.70SqmRequired quantities

A

vertical posts @0.90M c/c 6x1x0.90M 5.40

Top railing 1x1x4.40M 4.40

9.80Add 10%extra for wastage 0.98

10.78 RM

B

8.80

5.04

13.84Add 10%extra for wastage 1.38

15.22 RM

C

0.60

Add 10%extra for wastage 0.060.66 RM

Weight = 0.66M x 4.70KG/RM =3.10KGS

D

12.00 Nos

E Labour charges for railing17.25

16.7433.99

ABSTRACT

17.25 kgs 309.00 kgs 5330.25

16.74 kgs 309.00 kgs 5172.66

3.102 kgs 40000.00 1000Kgs 124.08

Supply and fixing of stainless steel (S.S)railing for staircase/corridors using vertical posts 50x25mm size SS square hollow pipe of 304 @ 0.90M center to center and top railing using 50x25mm size SSsquare hollow pipe of 304,middle portion using 25x25mm size SS square hollow pipe of 304 ,middle verticals @0.30M center to center in between vertical posts and middle portion top and bottom horizontal rail 2nos, M.S.iron flats of 12mm thick 50mm wide 100mm long pieces for vertical posts fixing in steps with bolts and nuts etc.including cost,conveyance of all materials to site and labour charges for making of railing as per approved design,welding ,grinding and fixing in position etc.compete for finished item of work -1Sqm

50x25mm size SS square hollow pipe of 304

Weight = 10.78RM x 1.60KG/RM =17.25 KGS

25x25mm size SS square hollow pipe of 304for horizontal railing in middle portion 2x1x4.40verticals in middle [email protected]/c 9x1x0.56M

Weight = 15.22RM x 1.10KG/RM =16.74 KGS

M.S.flats of 12mm thick 50mm wide & 100mm long

Vertical posts fixing in steps 6x1x0.10

M.S bolts and nuts 10mm dia.50mm long

M.S flats fixing 6x2

50x25mm size SS square hollow pipe of 30425x25mm size SS square hollow pipe of 304

Cost of 50x25mm size SS square hollow pipe of 304 (P21/134 SSR13-14)

Cost of 25x25mm size SS square hollow pipe of 304(P21/134 SSR13-14)

Cost of M.S.flats of 12mm thick 50mm wide & 100mm long (Rate taken 4/2013 structural steel)

Final-DATA

of 117

M.S bolts and nuts 10mm dia.50mm long12.00 Each Each

120.00

33.99 kgs 101.00 kgs 3432.99

Add 40%extra on labour 0.40 3432.99 1373.20

3.10 kgs 20.00 kgs 62.04

Add 40%extra on labour 0.40 62.04 24.82

15640.03Rate per 1Sqm 4227.04 or say 4227/-Sqm

Rate per 1RM 3554.55 or say 3555/-RM

0.14 3555.00 497.70

4052.70

4053.00

26

UNIT 1 MTMaterial BLC-005 1.05 MT 40000 1 MT 42000

Man power BMM-V.14 1000 Kg 20.00 1 Kg 20000

10 .00 LR

Labour charges for making of SS railing, welding,grinding & fixing etc.(P99/938 SSR13-14)

Labour charges for making of MS flats,holes in flats for fixinf of bolts &nuts etc.(P99/934 SSR13-14)

15640.03/3.70

15640.03/4.40


or say 3226/- RM

Providing Mild Steel, Structural Steel, I.e., Angles, Channels and I sections.of different diameters, cutting and fabricating to required sizes and shapes,placing in position as per approved designs and drawings to be supplied at the time of execution of work, including cost and conveyance of all Mild steel sections and all wastages such as overlaps, couplings, welede joints, etc., and all operational, incidental, Labour charges for fabricating steel works like Window Grills, Compound Wall Grills, Iron Doors, Windows including cost of welding rods, power charges, including cost of Labour charges for fabricating all heavy steel works like Trusses, Stanchions, Heavy Beams and Girders including cost of welding rods, power charges, etc excluding cost of fixing in position etc. complete for finished item of work.

Cost of Structural Steel (including loading charges)

Labour charges for fabricating steel works like Window Grills, Compound Wall Grills, Iron Doors, Windows including cost of welding rods, power charges, excluding cost of fixing in position

Final-DATA

of 117

Man power BMM-V.16 1000 Kg 18 1 Kg 18000

40% 38000 15200

14% 95200 13328

0% 108528 0

Total 108528

Rate per 1MT Say 108528.00

27

UNIT 10 SqmMaterial BLC-001 100.8 Kg 5800 1000 Kg 584.64

BLC-008 Cost of Sand 0.21 cum 604.3 1 cum 126.903BMT-H.01 2 Kg 24 0.5 Kg 96

Man power CMM-011 0.66 day 350.00 1 day 231

CMM-077 1.54 day 320.00 1 day 492.8


Total 3271.263

Rate per 1 Sqm Say 327.00


Labour charges for fabricating all heavy steel works like Trusses, Stanchions, Heavy Beams and Girders including cost of welding rods, power charges, etc excluding cost of fixing in position




BLD-CSTN-10-25

Providing impervious coat to exposed RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like sand, water proofing compound, water etc., to site, excluding seigniorage charges, including sales & other taxes on all materials and operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing including providing 4" coving with cement concrete in (1:2:4) prop. rounding off the wall and slab junction etc., complete for finished item of work. (APSS No. 901 & 903) for:-Impervious coat CM(1:3), 20mm


Supply of cement based Impervious Water Proofing powder compound





Final-DATA

of 117

327.00 327.00 327.00 327.00

Lift charges 0 17.598 35.196 52.7940 7.0392 14.0784 21.1176

45.8 49.2 52.7 56.1

0.0 0.0 0.0 0.0

Rate per 1Sqm 372.8 400.9 429.0 457.0Say 373 401 429 457





Final-DATA

of 117

4th (F5) 5th (F6) 6th (F7) 7th (F8)

327.00 327.00 327.00 327.00

Lift charges 70.392 87.99 105.588 123.18628.16 35.20 42.24 49.27

59.58 63.03 66.48 69.92

0.00 0.00 0.00 0.00

Rate per 1 Sqm 485.13 513.21 541.30 569.38

Say 485 513 541 569

8th (F9) 9th (F10)

327 327 327

Lift charges 140.79 158.39 175.9857 64 71

74 77 81

0 0 0

Rate per cum 598.79 626.39 654.98Say 599 627 655

28

UNIT 1 cumMaterial BLC-001 95 Kg 5800 1000 Kg 551

BMT-A.17 1 cum 529 1 cum 529


CMM-087 Light mazdoor 2.36 day 280.00 1 day 660.840% 695.8 278.32

Total 2054.12

Rate per 1 Cum Say 2054







Above Terrace





BLD-CSTN-17-10

Providing and laying cinder concrete in cement cinder mix (1:15) prop. using 12.5 mm nominal size cinder laid in layers and compacted as directed for filling sunken floors including cost and conveyance of all materials, water to work site, excluding seigniorage charges and including all operational, incidental, labour charges, such as mixing cement & cinder etc. complete for finished item of work.


Supply of well burnt cinder aggregates as per IS: 2686-1977



Final-DATA

of 117


2054 2054 2054 2054

Lift charges 0 69.58 139.16 208.740 27.832 55.664 83.496

287.6 301.2 314.8 328.5

0.0 0.0 0.0 0.0

Rate per 1Cum 2341.6 2452.6 2563.7 2674.7Say 2342 2453 2564 2675

4th (F5) 5th (F6) 6th (F7) 7th (F8)

2054 2054 2054 2054

Lift charges 278.32 347.9 417.48 487.06111.33 139.16 166.99 194.82

342.11 355.75 369.39 383.02

0.00 0.00 0.00 0.00

Rate per 1Cum 2785.76 2896.81 3007.86 3118.91Say 2786 2897 3008 3119

8th (F9) 9th (F10)

2054 2054 2054

Lift charges 556.64 626.22 695.8223 251 279

397 411 425

0 0 0

Rate per cum 3230.64 3342.22 3453.8Say 3231 3343 3454

29

UNIT 10 Sqm












Above Terrace





BLD-CSTN-9-5

Flooring with Vitrified tiles of size 600 x 600 mm not less than 8 to 10mm thick premium colour 1st quality set over a base coat of CM (1:8) prop. 12mm thick and filling the joints with 3mm Nylon spacers at each corner of the tile andn joints grooted with laticrete epoxy grout of pigment of approved shade of tiles over a bed of C.C. or R.C.C. slab, including cost and conveyance of all materials like cement, sand, water, tiles, white cement etc., to site (excluding cost of C.C. bed) excluding cost of seigniorage charges on all materials cost of base coat and including all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer-in-charge curing etc., complete for finished item of work. (APSS No.707 & 701)

Final-DATA

of 117

Material BMT-C.15 10.5 Sqm 1008 1 Sqm 10584

BLC-001 21.6 Kg 5800 1000 Kg 125.28

BLC-001 Cement Slurry 33 Kg 5800 1000 Kg 191.4BMS-W.68 White Cement 6 Kg 27 1 Kg 162BLC-008 Cost of Sand 0.14 cum 604.3 1 cum 84.602


CMM-077 2.24 day 320.00 1 day 716.8


1%13914.802 139.14802

Total 14053.95002



1405 1405 1405 1405

Lift charges 0 19.768 39.536 59.3040.00 7.91 15.81 23.72

196.70 200.57 204.45 208.32

0.00 0.00 0.00 0.00

Rate per 1Sqm 1601.70 1633.25 1664.80 1696.35Say 1602 1633 1665 1696

4th (F5) 5th (F6) 6th (F7) 7th (F8)

1405 1405 1405 1405

Lift charges 79.072 98.84 118.608 138.37631.63 39.54 47.44 55.35

212.20 216.07 219.95 223.82

0.00 0.00 0.00 0.00

Supply of vitrified polished floor tiles of size not less than 598 x 598 mm x 8 mm thickness glossy finish permium colours





Add water charges 1%











Final-DATA

of 117

Rate per 1 Sqm 1727.90 1759.45 1791.00 1822.55

Say 1728 1759 1791 1823

8th (F9) 9th (F10)

1405 1405 1405

Lift charges 158.15 177.92 197.6864 72 80

228 232 236

0 0 0

Rate per cum 1855.15 1886.92 1918.68Say 1856 1887 1919

30

UNIT 1 SqmMaterial BMT-C.52 1.01 Sqm 1214 1 Sqm 1226.14

Man power BMT-C.19 1 Sqm 148 1 Sqm 148

Total 1374.14



1375 1375 1375 1375

Lift charges 0 14.8 29.6 44.40 6 12 18

193 196 199 202


Above Terrace





Flooring with Vitrified polished floor tiles of size not less than 598x 598mm x8mm thickness high glossy finish/ premium colours special series of approved make and design and labour charges for flooring in required areas using different sizes fixing with synthetic/ epoxy adhesive in specified thickness without joint including cost, conveyance and excluding seigniorage of all materials to site and including all operational, incidental, labour charges for flooring etc. complete for finished item of work ---per 1sqm

virtified polished floor tiles high glossy finish of size not less than 598x598x8mmP18/89of SSR13-14

Labour charges for providing virtified tile flooring with synthetic/ epoxy adhesive with out joint P16/56 ssr 13-14





Final-DATA

of 117

0 0 0 0

Rate per 1Sqm 1568 1591.8 1615.6 1639.4Say 1568 1592 1616 1640

4th (F5) 5th (F6) 6th (F7) 7th (F8)

1375 1375 1375 1375

Lift charges 59.2 74 88.8 103.624 30 36 42

205 208 210 213

0 0 0 0

Rate per 1 Sqm 1663.2 1687 1709.8 1733.6

Say 1664 1687 1710 1734

8th (F9) 9th (F10)

1375 1375 1375

Lift charges 118.4 133.2 14848 54 60

216 219 222

0 0 0

Rate per 1 Sqm 1757.4 1781.2 1805

Say 1758 1782 1805

31

UNIT 1 Sqm








Above Terrace





Flooring with Vitrified polished floor tiles of size not less than 900x 900mm x10mm thickness glossy finish premium colours high glossy finish/ premium colours special series of approved make and design and labour charges for flooring in required areas using different sizes fixing with synthetic/ epoxy adhesive in specified thickness without joint including cost, conveyance and excluding seigniorage of all materials to site and including all operational, incidental, labour charges for flooring etc. complete for finished item of work ---per 1sqm

Final-DATA

of 117

Material BMT-C.53 1.01 Sqm 1344 1 Sqm 1357.44


Total 1505.44



1506 1506 1506 1506

Lift charges 0 14.8 29.6 44.40 6 12 18

211 214 217 220

0 0 0 0

Rate per 1Sqm 1717 1740.8 1764.6 1788.4Say 1717 1741 1765 1789

4th (F5) 5th (F6) 6th (F7) 7th (F8)

1506 1506 1506 1506

Lift charges 59.2 74 88.8 103.624 30 36 42

223 226 229 232

0 0 0 0

Rate per 1 Sqm 1812.2 1836 1859.8 1883.6

Say 1813 1836 1860 1884

virtified polished floor tiles high glossy finish premium colours special series of size not less than 900x900x10mmP18/90 of SSR13-14












Final-DATA

of 117

8th (F9) 9th (F10)

1506 1506 1506

Lift charges 118.4 133.2 14848 54 60

235 238 240

0 0 0

Rate per 1 Sqm 1907.4 1931.2 1954

Say 1908 1932 1954

32



Total 1374.14


Rate per 1 Rm 137.5Say 138


1374.14 1374.14 1374.14 1374.14

Lift charges 0 14.8 29.6 44.40 5.92 11.84 17.76

192.3796 195.2804 198.1812 201.082

0 0 0 0


Above Terrace





BLD-CSTN-9-5

Providing skirting upto 10cm height with vertified polished floor tiles of size not less than 598x598mmx8mm thick glossy finish premium colour high glossy finish/ premium colour special series of approved make and colour and labour charges for skirting required areas using different sizes, fixing with synthetic/epoxy adhesive in specified thickness without joint including cost, conveyance and seigniorage of all materials and all opertational, incidental ,labour charges for skirting etc. complete for finished item of work.. per1RM








Final-DATA

of 117

Rate per 1Sqm 1566.5196 1590.1404 1613.7612 1637.382Say 1567 1590 1614 1637

Rate per 1 Rm 156.65196 159.01404 161.37612 163.7382Say 157 159 161 164

4th (F5) 5th (F6) 6th (F7) 7th (F8)

1374.14 1374.14 1374.14 1374.14

Lift charges 59.2 74 88.8 103.623.68 29.6 35.52 41.44

203.9828 206.8836 209.7844 212.6852

0 0 0 0

Rate per 1 Sqm 1661.0028 1684.6236 1708.2444 1731.8652

Say 1661 1685 1708 1732Rate per 1 Rm 166.10028 168.46236 170.82444 173.18652

Say 166 168 171 173

8th (F9) 9th (F10)

1374.14 1374.14 1374.14

Lift charges 118.4 133.2 14848 54 60

216 219 222

0 0 0

Rate per 1 Sqm 1756.54 1780.34 1804.14

Say 1757 1781 1805Rate per 1 Rm 175.654 178.034 180.414

Say 176 178 181

33

UNIT 1 Sqm







Above Terrace





BLD-CSTN-9-5

Providing skirting upto 10cm height with vertified polished floor tiles of size not less than 598x598mmx8mm thick glossy finish premium colour high glossy finish/ premium colour special series of approved make and colour and labour charges for skirting required areas using different sizes, fixing with synthetic/epoxy adhesive in specified thickness and pointing specified colour cement based polymer grout mixed with grout admix tiles with 3mm joints width including cost, conveyance and seigniorage of all materials and all opertational, incidental ,labour charges for skirting etc. complete for finished item of work.. per1RM

Final-DATA

of 117

Material BMT-C.52 1.01 Sqm 1214 1 Sqm 1226.14


Total 1395.14




1395.14 1395.14 1395.14 1395.14

Lift charges 0 16.9 33.8 50.70 6.76 13.52 20.28

195.3196 198.632 201.9444 205.2568

0 0 0 0

Rate per 1Sqm 1590.4596 1617.432 1644.4044 1671.3768Say 1590 1617 1644 1671

Rate per 1 Rm 159.04596 161.7432 164.44044 167.13768Say 159 162 164 167

4th (F5) 5th (F6) 6th (F7) 7th (F8)

1395.14 1395.14 1395.14 1395.14

Lift charges 67.6 84.5 101.4 118.327.04 33.8 40.56 47.32

208.5692 211.8816 215.194 218.5064

0 0 0 0

Rate per 1 Sqm 1698.3492 1725.3216 1752.294 1779.2664

Say 1698 1725 1752 1779Rate per 1 Rm 169.83492 172.53216 175.2294 177.92664

Say 170 173 175 178













Final-DATA

of 117

8th (F9) 9th (F10)

1395.14 1395.14 1395.14

Lift charges 135.2 152.1 16955 61 68

222 226 229

0 0 0

Rate per 1 Sqm 1807.34 1834.24 1861.14

Say 1808 1835 1862Rate per 1 Rm 180.734 183.424 186.114

Say 181 183 187

34



Total 1505.44




Above Terrace





BLD-CSTN-9-5

Providing skirting upto 10cm height with vertified polished floor tiles of size not less than 900x900mmx10mm thick glossy finish premium colour high glossy finish/ premium colour special series of approved make and colour and labour charges for skirting required areas using different sizes, fixing with synthetic/epoxy adhesive in specified thickness without joint including cost, conveyance and seigniorage of all materials and all opertational, incidental ,labour charges for skirting etc. complete for finished item of work.. per1RM

virtified polished floor tiles high glossy finish premium colours special series of size not less than 900x900x10mmP18/90 of SSR13-14


Final-DATA

of 117


1505.44 1505.44 1505.44 1505.44

Lift charges 0 14.8 29.6 44.40 5.92 11.84 17.76

210.7616 213.6624 216.5632 219.464

0 0 0 0

Rate per 1Sqm 1716.2016 1739.8224 1763.4432 1787.064Say 1716 1740 1763 1787

Rate per 1 Rm 171.62016 173.98224 176.34432 178.7064Say 172 174 176 179

4th (F5) 5th (F6) 6th (F7) 7th (F8)

1505.44 1505.44 1505.44 1505.44

Lift charges 59.2 74 88.8 103.623.68 29.6 35.52 41.44

222.3648 225.2656 228.1664 231.0672

0 0 0 0

Rate per 1 Sqm 1810.6848 1834.3056 1857.9264 1881.5472

Say 1811 1834 1858 1882Rate per 1 Rm 181.06848 183.43056 185.79264 188.15472

Say 181 183 186 188

8th (F9) 9th (F10)

1505.44 1505.44 1505.44

Lift charges 118.4 133.2 14848 54 60

235 237 240

0 0 0

Rate per 1 Sqm 1906.84 1929.64 1953.44

Say 1907 1930 1954Rate per 1 Rm 190.684 192.964 195.344

Say 191 193 196












Above Terrace





Final-DATA

of 117

35



Total 1057.29



1058 1058 1058 1058

Lift charges 0 11.9 23.8 35.70 5 10 15

149 151 153 156

0 0 0 0

Rate per 1Sqm 1207 1225.9 1244.8 1264.7Say 1207 1226 1245 1265

4th (F5) 5th (F6) 6th (F7) 7th (F8)

1058 1058 1058 1058

Lift charges 47.6 59.5 71.4 83.320 24 29 34

158 160 163 165

0 0 0 0

Rate per 1 Sqm 1283.6 1301.5 1321.4 1340.3

Flooring and dadooing with premium textured design floor and wall tiles set with floor tiles of thickness 15mm and wall tiles of thickness 9mm of approved make, colour, shade and design of any size approved by departmental officers and labour charges for flooring and dadooing and fixing with synthetic/ epoxy adhesive in specified thickness withoutjoint including cost, conveyance and seigniorageof all materials site and all operational, incidental and labour charges for flooring and dadooing etc., complete for finished item of work ---per 1sqm

cost of premium textured design floor tiles of 15mm & wall tiles of 9mm thick P18/84 of ssr13-14

labour charges for vitrified tiles flooring & dadooing fixing with synthetic/ epoxy adhesive in specified thick without joint p16/57 of ssr 13-14











Final-DATA

of 117

Say 1284 1302 1322 1341

8th (F9) 9th (F10)

1058 1058 1058

Lift charges 95.2 107.1 11939 43 48

167 170 172

0 0 0

Rate per cum 1359.2 1378.1 1397Say 1360 1379 1397

36

10.10 Sqm 485.00 Sqm 4898.50

White cement 5.00 Kg 27.00 1Kg. 135.00Cement 33.00 Kg 5800.00 1 MT 191.40Cement Mortor(1:8) 0.12 cum 1756.92 cum 210.83Labour charges P16/56 10.00 Sqm 148.00 Sqm 1480.00Add for MAA @ 40% 0.40 1480.00 592.00

7507.73Rate for 1 sqm 7501.16/10Sqm 750.77


855.88

856

37


Above Terrace





Flooring with prepolished ready to lay flooring tiles of ultra or equivalent brand of any colour design and any size with 22mm thickness and comprehensive strength of not less than 450kgs/sqm (confirming to I.S:516). These flooring tiles are to be laid over a base coat of CM(1:8)prop.20mm thick over the concrete flooring/foot paths already laid neat cement slurry of honey like consistency spead out the rate of 3.3 kgs of cement per sqm and jointed with neat white cement paste mixed with pigment of matching shade, including cost, seigniorage and conveyance of all materials and water from approved source to work site and all operational ,incidential,labour charges such as mixing mortor, curing etc., complete for finished item of work. the work also including laying base coat of 20mm thick in CM(1:5)mix which the tiles to the reqired slope are to be laid as directed by the Engineer -in -charge of work.

Cost of high strengh CC pre polished ultra/ urocon/ equvalent p19/103

or say 835/- Sqm

BLD-CSTN-9-19

Providing Clading/Skirting with High Polished Granite 16 to 18 mm thick up to 8'-00 (2.43 M) other than black/ premium colours set over base coat of CM (1:3) 12mm thick with Grey cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with cement to full depth (joints of stone should be flushed)including cost and conveyance of all materials like cement, sand, water, etc., to site excluding cost of seigniorage charges on all materials cost of base coat including all labour charges like dressing to the required size, mixing of mortar, curing and lift charges including cutting the brick wall to place the stones and redoing the surface smooth complete for finished item of works (APSS No.707 & 701). The skirting should flush online with plastering.

Final-DATA

of 117

UNIT 10 SqmMaterial BMT-B.09 10.5 Sqm 2751 1 Sqm 28885.5

BLC-001 57.6 Kg 5800 1000 Kg 334.08

BLC-001 Cement Slurry 33 Kg 5800 1000 Kg 191.4BMS-W.68 White Cement 5 Kg 27.00 1 Kg 135BLC-008 Cost of Sand 0.12 cum 604.3 1 cum 72.516BMM-V.12 66.67 Rmt 13 1 Rmt 866.71

BMM-V.13 67.67 Rmt 13 1 Rmt 879.71


CMM-077 4.9 day 320.00 1 day 1568

CMM-087 Light mazdoor 8 day 280.00 1 day 224040% 4543 1817.2

Total 37725.116



3773 3773 3773 3773

Lift charges 0 45.43 90.86 136.290 19 37 55

529 538 547 556

0 0 0 0

Rate per 1Sqm 4302 4375.43 4447.86 4520.29Say 4302 4376 4448 4521

High Polished Granite 16 to 18 mm thick up to 8'-00 (2.43 M) other than black/ premium colours


Machine Cutting charges - for Marble/ Granite slabs up to 50 mm thick by mechanical device.

Flat nosing to Kadapa/ Shahabad stone slabs of any thick









Final-DATA

of 117

4th (F5) 5th (F6) 6th (F7) 7th (F8)

3773 3773 3773 3773

Lift charges 181.72 227.15 272.58 318.0173 91 110 128

564 573 582 591

0 0 0 0

Rate per 1 Sqm 4591.72 4664.15 4737.58 4810.01

Say 4592 4665 4738 4811

8th (F9) 9th (F10)

3773 3773 3773

Lift charges 363.44 408.87 454.3146 164 182

600 609 618

0 0 0

Rate per cum 4882.44 4954.87 5027.3Say 4883 4955 5028

38

One Coat of Primer UNIT 10 SqmMaterial BMT-J.02 1 Kg 80 1 Kg 80

Man power CMM-035 Painter Cl- I 0.21 day 400.00 1 day 84CMM-079 Painter Cl- II 0.49 day 320 1 day 156.8

40% 240.8 96.32

Two coats Plastic emulsion paintMaterial BMT-J.22 0.8 Ltr 244 1 Ltr 195.2

Man power CMM-035 Painter Cl- I 0.21 day 400.00 1 day 84CMM-079 Painter Cl- II 0.49 day 320 1 day 156.8CMM-087 Light mazdoor 1.5 day 280.00 1 day 420







Above Terrace





BLD-CSTN-12-17-10

Painting to new walls with 2 coats of plastic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - Plastic emulsion paint - 3 Coats

Supply of water based Cement Primer of Exterior Grade- 2


Supply of synthetic polymer plastic emulsion paint

Final-DATA

of 117

40% 660.8 264.32

14% 1537.44 215.24

0% 1752.68 0.00

Total 1752.68


39

One Coat of Primer UNIT 10 SqmMaterial BMT-J.01 0.5 Kg 134 1 Kg 67


40% 92.8 37.12

Two coats Plastic emulsion paintMaterial BMT-J.22 0.8 Ltr 244 1 Ltr 195.2


40% 412.8 165.12

14% 970.04 135.81

0% 1105.85 0.00

Total 1105.85


One Coat of Putty Grade Primer UNIT 10 SqmMaterial BMT-J.42 34.5 Kg 631 25 Kg 870.78




BLD-CSTN-12-17-9

Painting to new walls with 2 coats of plastic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-Internal Colouring - Plastic emulsion paint - 2 Coats + 1 coat primer

Supply of water based Cement Primer of Interior Grade- 1


Supply of synthetic polymer plastic emulsion paint




BLD-CSTN-12-17-14

Providing and applying synthetic plaster putty or equivalent putty such as birla wall care putty or texture paint or equivalent such as NCL/ Saicoat texture paint of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work for external walls - including cost of access scaffolding for:-External Colouring - Providing Putty/ Texture to External walls

Altek / PMCC / Deco orient base or Equivalent exterior Texture.

Final-DATA

of 117

Man power CMM-035 Painter Cl- I 0.546 day 400.00 1 day 218.4CMM-079 Painter Cl- II 1.274 day 320.00 1 day 407.68CMM-087 Light mazdoor 1.82 day 280.00 1 day 509.6

40% 1135.68 454.272

10 sqm 8.99 1 sqm 89.9

10 sqm 54.34 1 sqm 543.4

40% 543.4 217.36

14% 3311.39 463.59

0% 3774.99 0.00

Total 3774.99


41

UNIT 10 SqmMaterial BMT-J.18 0.65 Liter 743 1 Liter 482.95

Material BMT-J.13 0.33 Liter 256 1 Liter 84.48

Man power CMM-035 Painter Cl- I 2.4 day 400.00 1 day 960CMM-079 Painter Cl- II 5.6 day 320.00 1 day 1792CMM-087 Light mazdoor 8 day 280.00 1 day 2240

40% 4992 1996.8

14% 7556.23 1057.8722

0% 8614.1022 0

Total 8614.1022



Scaffolding hire charges

Scaffolding labour




BLD-CSTN-12-16-8

Supply & applying Poly-Urethane Water Proof Polish Glossy/ Matt finish to the exterior wood works duly cleaning the surface and applying emery paper, Sand the wood with 180 No., emery paper and then with 320 No., emery paper, clean & wipe off loose dust, applying suitable knifing paste filler / wood filler by putty knife / muslin pad, air dry for 2 - 3 hrs, sand with 180 and 320 No., emery paper, applying two component wood sealer, after the surface preparation applying one coat of approved spraying PU thinner (for spraying) / applying one coat of approved brushing PU thinner or general purpose thinner (for brushing) and apply one coat of Poly Urethene (exterior Grade) by brush or spray, air-dry overnight, Sand again with 180 No. emery paper and removing dust, applying second coat of PU (exterior Grade), air drying for 4 - 6 Hrs, Sand with 320 No emery paper, and applying (either with spray or brush) two coats of approved brand PU (exterior Grade) including cost & labour charges, emery papers, cost of thinner & PU of approved brands such as Jenson & Nicholson, Asian Paints, Berger Paints or equivalent etc., complete for finished item for:-Polishing to wood work - Poly-Urethene Polishing to external Wood Work

Supply of Exterior Grade Poly-Urethene Polish

Supply of thinner for Poly-urethene polish




Final-DATA

of 117

42

One Coat of Primer UNIT 10 SqmMaterial BMT-J.03 0.7 Liter 121 1 Liter 84.7

Man power CMM-035 Painter Cl- I 0.21 day 400.00 1 day 84CMM-079 Painter Cl- II 0.49 day 320.00 1 day 156.8

40% 240.8 96.32

Synthetic Enamel paint Grade - I Material BMT-J.30 1.1 Liter 230 1 Liter 253

Man power CMM-035 Painter Cl- I 0.33 day 400.00 1 day 132CMM-079 Painter Cl- II 0.77 day 320.00 1 day 246.4

40% 378.4 151.36

14% 1204.58 168.6412

0% 1373.2212 0

Total 1373.2212


43

UNIT 1 SqmMaterial BMT-M.01 1 sqm 255 1 sqm 255

BMT-M.08 0.4 Rmt 38 1 Rmt 15.2

BMT-M.10 3.2 Rmt 50 1 Rmt 160

BLD-CSTN-12-12

Painting to new iron works with 2 coats of synthetic enamel paint of approved brand and shade over 1 coat of red oxide primer of approved brand to give an even shade after thoroughly cleaning and sand papering the surface to remove all dirt and remains , including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work for:-Painting to Iron work - Synthetic enamel paint to New Iron Work - 2 coats + 1 coat Iron primer

Supply of Red Oxide Primer Paint for iron works of Grade -1


Supply of ready mixed Synthetic Enamel paints in all shades Grade - I




BLD-CSTN-10-32

Supplying and fixing Gyp Board Fine Line Grid false ceiling (GS-FLC-4.6 as per India Gypsum) in size 600 mm x 600 mm using 12.5 mm thick/ 9.5 mm thick Gyp Board sheet tiles of size 595 mm x 595 mm or 595 mm x 1195 mm conforming to IS 2095 - 1982 fixing to Gyp steel precoated GI wall angle of size 25 mm x 25 mm x of 0.70 mm thick along the perimeter of ceiling screw fixed to brick work/ partition at 610 mm c/c and suspending the frame work using precoated GI Tee section (24 mm x 38 mm x 0.7 mm) from soffit at 1220 mm c/c fixed with GI Soffit Cleat, rawl plugs and steel expansion fasteners & connecting clip to the GI T section with 4 mm dia GI Rod with galvanised spring steel level clip of PVC unversal holding clips system at 1200 mm c/c and fixing the 12.5 mm / 9.5 mm Gypboard Sheet tiles of size 595 mm x 595 mm or 595 mm x 1195 mm and finishing two coats of drywall topcoat complete for finished item of work as per Idia Gypsum Ltd specification.

Gypsum Board tiles of size notless than 0.595 M x 0.595 M of 12.5 mm thick as per IS 2095 -1992

G.I.-Precoated Fine line Grid 25 mm x 25 mm x 0.7 mm

GI - Precoated - T-Sec- 24 mm x 38 mm x 0.7 mm thick

Final-DATA

of 117

BMT-M.26 1.28 Rmt 11 1 Rmt 14.08

BMT-M.18 Rawl Plug 1.28 No 2 1 No 2.56BMT-M.20 Soffit Cleats 1.28 No 2 1 No 2.56BMT-M.25 5.36 No 3 1 No 16.08

BMT-M.24 0.15 Ltr 133 1 Ltr 19.95

Machinery BMC-X.02 0.32 Hour 117 1 Hour 37.44

Machinery BMC-X.03 0.32 Hour 108 1 Hour 34.56

Man power CMM-004 Carpenter Cl- I 0.12 day 350 1 day 42Man power CMM-046 0.12 day 320 1 day 38.4

Man power CMM-035 Painter Cl- I 0.024 day 400.00 1 day 9.6CMM-079 Painter Cl- II 0.024 day 320.00 1 day 7.68CMM-025 0.012 day 400 1 day 4.8

CMM-026 0.012 day 350 1 day 4.2

CMM-087 Light mazdoor 0.072 day 280.00 1 day 20.1640% 126.84 50.736

1% 735.006 7.350

14% 742.356 103.93

0% 846.286 0

Total 846.286

Rate per 1 Sqm Say 847.000

44

UNIT 4 3.05 12.2 SqmSize : 4.00mts x 3.05 mts.

4x4 16 Rmt

5x3.05 15.3 Rmt

31.3 Rmt=31.3 Rmt @ 0.942 Kgs / Rmt 29.44 Kgs.

4 mm Dia GI Connecting Rod

Universal Holding Clips

Drywall Top Coat

Power Saw Cutter - Hand Operated - Hire charges

Power Drill - Hand Operated - Hire Charges

Carpenter Cl- II / Erector shuttering

Operator Lathe/Drilling/Shearing machine

Operator Bending / Planing machine


Add Scaffolding charges 1%



BLD-CSTN-13-28

Supply and fixing of aluminimum annodised partition as per drawing using standard aluminimum annodised section of 63.5 x 38.1 x 1.53 mm (Jindal-20047) thick fitted with MDF Board: Interior-Both Side Laminated -9 mm thick or equivalent PRELAMINATED particle board for half height and 5.0 mm thick plain glass glazing fitted for balance height with suitable aluminimum glazing clips including cost and conveyance of all materials labour charges for manufacturing fixing in position using wooden blocks and sheet metal screw etc. to complete for finished item of work as approved by Engineer-in-charge

Quantity analysis

Horizontal members - Top, Bottom & Middles Unit Weight of (Jindal-20047) Section 0.942 Kg/RM

Vertical members Unit Weight of (Jindal-20047) Section 0.942 Kg/RM

Final-DATA

of 117

12x4.0 48 Rmt

16x3.05 48.8 Rmt

96.8 Rmt=96.80 Rmt @0.124 Kgs/ Rmt 12.00 Kgs.

41.44 Kgs.Add 5% wastage 2.07 Kgs.Total Weight 43.51 Kgs.

5mm thick plain glass Middle portion 4x1.00 4 sq.m.

Add 10% wastage 0.4 sq.m.Total Weight 4.4 sq.m.4x2.05 8.2 sq.m.

Add 10% wastage 0.82 sq.m.Total Weight 9.02 sq.m.

Rubber beading 4x4x1.00 16 RMMaterial BMS-W.01 43.51 Kgs. 300 1 Kgs. 13053

BMT-I.02 4.4 sq.m. 521 1 sq.m. 2292.4

BMT-K.74 9.02 sq.m. 630 1 sq.m. 5682.6

BMS-W.06 Rubber Beading 16 RM 2 1 RM 32

Machinery BMC-X.02 4.233 Hrs 117 1 Hrs 495.261

BMC-X.03 5.649 Hrs 108 1 Hrs 610.092

Man power CMM-004 Carpenter Cl- I 0.434 day 350 151.9CMM-046 0.434 day 320 138.88

CMM-019 0.043 day 400 17.2

CMM-021 0.058 day 350 20.3

CMM-087 Light mazdoor 0.145 day 280.00 40.6CMM-010 0.072 day 335 24.12

393Labour charges 12.2 sq.m. 393 1 sq.m. 4794.6

Aluminium Glazing clip Horizontals - Top & Bottom

Aluminium Glazing clip Verticals Unit Weight of 4420 Jindal Section 0.124 Kg/RM

COST OF MDF Board: Interior-Both Side Laminated -9 mm thick At bottom portions & Top

Supplying Aluminium anodised Sections for Doors, partitions, windows, Ventilators (including annodization cost)

Plain Float Glass 5 mm thick

MDF Board: Interior-Both Side Laminated -9 mm thick

Power Saw Cutter - Hand Operated - Hire charges

Power Drill - Hand Operated - Hire Charges

Carpenter Cl- II / Erector shuttering

Operator Core drilling machine

Operator Drilling jumbo / Loco / Winch

Maistry / Work Inspector with Non-technical Qualification SSLC/SSC/HSC

Final-DATA

of 117

40% 4794.6 1917.84

1% 28877.793 288.77793

14% 29166.571 4083.320

0% 33249.891 0

Total 33249.89086


45

Cost of 50 mm thick cement jallies(961/P101) 1.10 M2 375.00 M2 412.50cost of cement for finishing 1.00 Kgs 5800.00 Kg 5.80

1.00 M2 252.00 M2 252.00

Add Extra MAA on Labour charges 40.00 % 252.00 100.80771.10


879.05

Say 879.001sqm

46

Page 94/875 Of SSR 13-14 6300.00Applicable Overheads and Contractor's profit 0.14 6300.00 882.00

7182.00

Say

7182.00Sqm

47 Cost and supply of S.S.Coated over brass variety butt hinges of 125mm long 75x4mm thick

P24/182 SSR13-14 1.00 Nos 166.00 Each 166.00Applicable Overheads and Contractor's profit 0.14 166.00 23.24

189.24Each

48 Cost and supply of S.S.Coated over brass variety Tower boltsof 200mm long&10mm dia. Rod

P23/164 SSR13-14 1.00 Nos 198.00 Each 198.00


Power charges for Motor



Supply and fixing of 50mm thick Cement jallies of approved make including cost conveyance of all materials to site all labour charges for fixng in position etc. complete.

Labour charges for RCM paradah wall fixing in position (1017/P65, 08-09)-40% EXTRA FOR 2013-14

Providing and fixing Structural Glazing fabricated from Roll formed sections made of Pre-painted Steel / Powder coated (Base steel as per IS 513 of ‘D’ quality, galvanized as per IS 277 with Zinc of 120 Gm/Sqm) with total coated thickness of 0.72 mm and the glass holding section made of 304 grade stainless steel of 0.58 mm thick galvanised steel section as stiffeners inside the colour coated steel powder coated sections as per the design requirement & calculations to suit wind pressures as given in IS: 875, the primer coat with epoxy primer of 5 – 7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns or powder coated with pure polyester powder up to 50-60 microns thick and the vertical section of 50 mm x 99 mm x 0.72 mm, 33 mm x 56 mm x 0.72 mm for frame horizontal section, stiffener section of 47 mm x 97 mm x 1 mm, cover profiles sections of 20 mm x 58 mm x 0.58 mm, glass holding section of 37 mm x 37 mm & 37 mm x 18 mm including fixing 5mm thick Ocean Blue reflective glass, brackets made of CRCA powder coated/Electroplated to connect vertical to horizontal, vertical to slab, to fix verticals at top & bottom as per site requirement and gasket made of Ethyl Propylene Diamine Monomer, U.V. resistant silicon sealant including fixing in concrete/masonry wall with self-expanding cap & screws inclusive of cost and conveyance of all materials to site, all labour charges, incidental charges, cost of all consumables etc. and fixing charges complete for finished item of work.

Final-DATA

of 117


225.72Each

49 Cost and supply of S.S.Coated over brass variety door handles of 250mm long

P24/221 SSR 13-14 1.00 Nos 742.00 Each 742.00Applicable Overheads and Contractor's profit 0.14 742.00 103.88

845.88Each

50 Cost and Supply of S.S.Coated over brass variety Aldrops of 300mm long


1015.74Each

51 Cost and supply of S.S.Coated over brass variety Door stoppers


204.06Each

52 Cost and supply of S.S.Coated over brass variety latch heavy 300mm


593.94Each

53

UNIT 10 SqmMaterial BMS-W.09 4.51 Ltr 213 1 Ltr 960.63


CMM-087 Light mazdoor 3 day 280.00 1 day 84040% 910.4 364.16

1% 2235.19 22.3519

10% 2235.19 223.519

Add: Water & Electricity 1.50% 2235.19 33.52785Add: Sundries & contigents 3.00% 2235.19 67.0557

BLD-CSTN-16-1

Providing Antitermite treatment as per IS 6315 (Part - 2) 2001 (Pre-constructional chemical treatment measures) along the internal & external vertical faces of the columns, plinth beams, basement and top surface of the basement filling below flooring bed as per the specified procedure conforming to IS 6315 (Part-2) 2001 and other relevant approved specification duly using Chlorpyriphos/ Lindane emulsifiable concentrate 20% with 1% concentration @ 7.5 Liters/ sqm of the vertical surface & @ 5.0 Liters/ sqm of the horizontal surface of the substructure to a depth of 500 mm around columns & 300 mm deep around plinth beams, basements & floor filling area including excavation channel along the wall & rodding etc & cost & conveyance of all materials to the site, cost of labour for spraying, rodding etc complete for finished item of work as per the approval of the Engineer-in-Charge

Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

Asphalt Sprayer / Boiler attendant


Add: water charges

Add: Sprayer, drilling machine

Final-DATA

of 117

14% 2581.64445 361.430223

0% 2943.074673 0

Total 2943.074673

Rate per 1 Sqm. Say 294.0054 Supply of high performance expansion joint filler board conforming to M.O.S.T - 20 mm THICK

Page 911/97 Of SSR 13-14 842.00Applicable Overheads and Contractor's profit 0.14 842.00 117.88

959.88

Say

960.00Sqm

55

UNIT 1 CUMMaterial BLC-001 380 Kg 5800 1000 Kg 2204.0

0.8 cum 1478.55 1 cum 1182.8





" CMC-011 0.133 Hour 269.5 1 Hour 35.8

40% 65.7 1 26.29


CMM-077 0.067 day 320 1 day 21.44

CMM-087 Light mazdoor 0.433 day 280 1 day 121.24



BLD-CSTN-3-19 F

Supply and placing of the M-25 Grade Design Mix Concrete corresponding to IS 456 using Batching Plant at 20 cum per hour,Transit mixer 4cum capacity and concrete Pump with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding Seigniorage charges, including sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including Adjustable Jack screw Props and Acro span HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work.for:-Sun Shade-M-25 (Batching Plant) F-1 Slab thk 62.50 Lift Manual

CHAJJAS/SUNSHADES










Final-DATA

of 117

40% 154.23 1 61.692

Basic cost Rate per 1 cum. 4364.6

0.0625 cum 4364.6 1 cum 272.79

0 sqm 252.9 1 sqm 0.00



0.75m wide Chajja / Sunshade

Rate as worked out

12 mm Plastering charges top & bottom

Final-DATA

of 117


272.79 272.79 272.79 272.79

194 194 194 194

163 179.3 195.6 211.9

65.2 71.72 78.24 84.76

Lift charges 0 1.388 2.78 4.160.00 0.56 1.11 1.67

97.30 100.77 104.23 107.70

0 0 0 0

Rate per 1 Sqm 792.29 820.52 848.75 876.98

Say 792.0 821.0 849.0 877.0

4th (F5) 5th (F6) 6th (F7) 7th (F8)

272.79 272.79 272.79 272.79

194 194 194 194

228.2 244.5 260.8 277.1

91.28 97.8 104.32 110.84

Lift charges 5.55 6.94 8.33 9.722.22 2.78 3.33 3.89

111.17 114.63 118.10 121.57

0 0 0 0

Rate per 1 Sqm 905.21 933.44 961.67 989.90

Say 905.0 933.0 962.0 990.0




Centering labour








Centering labour





Final-DATA

of 117

8th (F9) 9th (F10)

272.789 272.789 272.789

194 194 194

294 310 326

118 124 131

Lift charges 11.11 12.5 13.895 5 6

126 129 133

0 0 0

Rate per 1 Sqm 1020.9 1047.3 1076.7

Say 1021 1048 1077


Above Terrace



Centering labour





R&B Data 2013-2014

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Transcript of R&B Data 2013-2014