rate analysis for site concept, all item

d

Site: 0 Location : PuneComputer Code No. : W1 Default Date : Dec 30, 99

Revised on Date : 14-08-06Item No. : FDAPL/WP/VIII/3 Unit : per sqm

Description : Box type W/P to RCC raft, walls

Sr.No. Particulars Quantity Unit Rate per Amount

1 Materials :a) Cement 1.28 Bags 245.00 313.60b) Sand 0.04 Cum 1060.00 42.40c) Shahabad stone with 5% wastage 1.05 Sqm. 82.50 86.63d) Waterproofing compound 0.60 Kg. 40.00 24.00

2 Labours : Masons for laying tiles & finishing 0.15 No. 150.00 22.50Unskilled labour 0.30 No. 80.00 24.00

3 Centering & Shuttering Nil

4 Others 0.00 0.00 0.00

TOTAL (A)

513.13

5 Tools & Plants Charges 2.00% on total (A) 10.266 Water charges 0.50% on total (A) 2.577 Electricity Charges 0.00% on total (A) 0.00

TOTAL (B)525.95

8 Over head & Profit 15.00% on total (B) 78.89

TOTAL 604.85

Say Rs. 605 /- Per per sqm

Prepared by :

Name : _________________________________ Sign: ________________

Providing box type waterproofing treatment to RCC raft, wall, footings, columns, beams in basement by fixing rough shahabad stone slabs of about 25 mm thickness in C:M. 1:3 with waterproofing layer in between shahabad stone and slab bottom/ wall surfaces well pointed with cement plaster mixed with waterproofing compound carefully well pressed and cured. The said treatment shall be carried out at the hands of approved waterproofing agency.

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/WP/VIII/2 Unit : per Cum

Description : Brickbat water proofing for toilets

Sr.No. Particulars Quantity Unit Rate per AmountAssuming the thickness of 200mm

1 Materials :a) Cement 0.63 Bags 245.00 154.35b) Sand 0.07 Cum 1060.00 74.20c) Brickbats 0.16 Cum 250.00 40.00d) Waterproofing compound 0.63 Kg. 40.00 25.20e) 1" dia. GI pipe 0.30 Rmt. 89.00 26.70

2 Labours :

Laying of brickbats & finishingMason 0.50 No. 200.00 100.00Helper 0.50 No. 80.00 40.00

3 Others

Lift 1.00 Cum 17.75 17.75

TOTAL (A) 478.204 Tools & Plants Charges 2.00% on total (A) 9.565 Water charges 0.50% on total (A) 2.396 Electricity Charges 0.00% on total (A) 0.00

TOTAL (B) 490.167 Over head & Profit 15.00% on total (B) 73.52

Costing for 0.2 cum TOTAL 563.68

Say Rs. 2,818 /- Per per Cum

Providing & laying brick bat coba of required thickness in C:M. 1:4 over the specified area including rubbing and cleaning the base formwork if necessary giving proper slope compacting and curing etc. complete, (in sunk portion of toilets) including providing and fixing 1" dia GI water escape pipe etc. complete.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/WP/VIII/1 Unit : per sqm

Description : Brickbat water proofing for terrace

Sr.No. Particulars Quantity Unit Rate per AmountAssuming 1 sqm. Of area with 115 thk. Coba

1a) Cement 0.40 Bags 245.00 98.74b) Sand 0.03 Cum 1060.00 31.80c) Metal 0.03 Cum 340.00 10.20d) Brickbats 0.08 Cum 250.00 20.00e) Waterproofing compound 0.43 Kg. 40.00 17.20

2 Labours : Laying of brickbats & finishingMason 0.40 No. 200.00 80.00Helper 0.40 No. 80.00 32.00

3 Others Lift 0.12 Cum 17.75 2.04



TOTAL 344.17

Providing and laying cement bonded waterproofing treatment using brick bats fixed in concrete 1:2:4 in required slope and finishing top with neat cement punning, marking lines at 300 mm c/c including providing and mixing waterproofing compound ( work to be carried out at the hands of approved nominated sub contractors) including curing, testing against watertightness


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revision on Date : 14-08-06Item No. : 35 Unit : per sqm

Description : Chemical w/p for terrace, toilets


1 Materials :

1.00 Sqm 275.00 275.00

2 Labours :


4 Others



TOTAL 327.32

Providing and applying approved waterproofing chemical as per manufacturer's specifications to terrace slab, toilet bottoms and sides, balconies etc wherever required with all labour and material

Rate given by water proofing agency


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : 0Computer Code No. : W3 Default Date : Dec 30, 99

Revised on Date : 14-08-06Item No. : FDAPL/PAINT/IX/1 Unit : per sqm

Description : White wash

Sr.No. Particulars Quantity Unit Rate per AmountAssuming 10sqm of area

1 Materials :a) Slaked Lime 2.80 Kg. 1.50 4.20b) Ultramarine blue 7.00 Gram 0.11 0.80c) Glue 8.00 Gram 0.05 0.39d) Sodium chloride 365.00 Gram 0.01 3.65

2 Labours :

Lime washer 0.23 No. 100.00 22.50Helper 0.11 No. 80.00 8.40

3 Others



For 10 sqm costing = 63/- TOTAL 47.09

Providing and applying white wash to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, including scaffolding of required type, all labour and material complete.

For 10 sqm. Area , labour required = (0.085+0.035) for first coat & (0.07+.035)*2 for two coat


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Dry distemper


1 Materials :a) Dry distemper 1.35 Kg. 67.00 90.45b) Glue 80.00 Gram 0.05 3.91d) Putty 0.20 Kg. 40.95 8.19

2 Labours :

Painter 0.37 No. 150.00 54.75Helper 0.09 No. 80.00 7.20

3 Others



Providing and applying dry distemper of approved make, colour and shade to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, including scaffolding of required type, all labour and material complete.

For 10 sqm. Area , labour required = (0.22+0.05) for first coat & (0.145+.04) for second coat

For 10 sqm costing = 290/- TOTAL 193.90


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Oil bound distemper


1 Materials :a) OBD 1.50 Kg. 90.00 135.00b) Primer 0.85 lts. 60.90 51.77c) Glue 80.00 Gram 0.05 3.91d) Whitning 1.00 Kg. 20.00 20.00e) Putty 0.20 Kg. 40.95 8.19

2 Labours :


3 Others



Providing and applying oil bound distemper of approved make,colour and shade to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing etc including scaffolding of required type, all labour and material complete.


For 10 sqm costing = 371.5/- TOTAL 355.88


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Synthetic enamel paint


1 Materials :a) Synthetic enamel 1.50 Kg. 141.75 212.63b) Primer 0.85 lts. 60.90 51.77c) Glue 80.00 Gram 0.05 3.91d) Whitning 1.00 Kg. 20.00 20.00e) Putty 0.20 Kg. 40.95 8.19

2 Labours :


3 Others


TOTAL (B) 402.30

Providing and applying synthetic enamel paint of approved make,colour and shade to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing etc including scaffolding of required type, all labour and material complete.





Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Lustre paint


1 Materials :a) Luster paint 1.50 Ltr. 218.75 328.13b) Primer 0.85 lts. 60.90 51.77c) Glue 80.00 Gram 0.05 3.91d) Whitning 1.00 Kg. 20.00 20.00e) Putty 0.30 Kg. 40.95 12.29

2 Labours :


3 Others


Providing and applying lustre paint of approved make,colour and shade to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing etc including scaffolding of required type, all labour and material complete.





Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Cement paint


1 Materials :a) Cement paint 4.00 Kg. 49.35 197.40b) Putty 0.15 Kg. 40.95 6.14

2 Labours :

Painter 0.45 No. 150.00 67.50Helper 0.25 No. 80.00 20.00Unskilled 0.20 No. 80.00 16.00

3 Others


TOTAL (B) 314.72

Providing and applying cement paint of approved make,colour and shade to walls and wherever required to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing , curing etc including scaffolding of required type, all labour and material complete.





Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Sandtex paint


1 Materials :a) Sandtex paint 4.50 Kg. 86.36 388.63b) Cement paint 1.50 Kg. 49.35 74.03c) Putty 0.20 Kg. 40.95 8.19

2 Labours :


3 Others



Providing and applying sandtex paint of approved make,colour and shade to walls and wherever required to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing , curing etc including scaffolding of required type, all labour and material complete.




Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Antifungal paint


1 Materials :a) Antifungal paint 4.50 Kg. 123.38 555.19b) Cement paint 1.50 Kg. 49.35 74.03c) Putty 0.20 Kg. 40.95 8.19

2 Labours :


3 Others


TOTAL (B) 794.28

Providing and applying anti fungal paint of approved make,colour and shade to walls to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing , curing etc including scaffolding of required type, all labour and material complete.





Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Plastic emulsion paint


1 Materials :a) Plastic emulsion paint 1.75 Kg. 205.15 359.01b) Primer 0.85 lts. 60.90 51.77c) Glue 80.00 Gram 0.05 3.91d) Whitning 1.25 Kg. 20.00 25.00e) Putty 0.40 Kg. 40.95 16.38

2 Labours :


3 Others


TOTAL (B) 623.27

Providing and applying plastic emulsion paint of approved make,colour and shade to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing etc including scaffolding of required type, all labour and material complete.





Prepared by :

Name : _________________________________ Sign: ________________

0.380.01521.2768

refer page 109 & 75

Rate analysis

Site: 0 Location : 0Computer Code No. : B1 Default Date : Dec 30, 99

Revised on Date : 14-08-06Item No. : FDAPL/ROOF/X/1 Unit : per Sqm.

Description : Ac trafford 6mm thk.sheets

Sr.No. Particulars Quantity Unit Rate per AmountAssuming area of 15 x 4 = 60 sqm.

1 Materials :a) AC trafford sheets 72.77 Sqm. 149.10 10849.26

b) Bitumen washers 3mm thk.0.30 Kg. 32.00 9.60

c) J hooks & nuts 64.00 Nos. 6.30 403.20d) GI flat washer 2mm thk. 0.30 Kg. 47.25 14.17

2 Labours :

For fixing the sheets 60.00 Sqm. 35.00 2100.00

3 Others Nil 0.00 0.00 0.00



Costing for 60 sqm. area TOTAL 15767.24

Providing and fixing in position AC sheet roofing with 6mm thick Trafford sheets at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material.

(adding 100mm for side laps & 200mm for end lap & 5% for wastage)

Say Rs. 263 /- Per per Sqm.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/ROOF/X/2 Unit : per Rmt.

Description : Ac 6mm thk.ridges

Providing and fixing in positional AC ridges as required including all fixing accessories complete


1 Materials :a) AC ridges 1.05 Rmt. 94.50 99.23(adding 5% for wastage)



2 Labours :

For fixing the sheets 1.00 Rmt 25.00 25.00

3 Others Nil 0.00 0.00 0.00



TOTAL 163.15

Say Rs. 163 /- Per per Rmt.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Ac trafford 6mm thk.sheets cladding


1 Materials :a) AC trafford sheets 69.30 Sqm. 149.10 10332.63



2 Labours : For fixing the sheets 1.00 Sqm. 42.00 42.00

3 Others Nil 0.00 0.00 0.00



Providing and fixing in position AC sheet roofing with 6mm thick Trafford sheets at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material. For Cladding, flashing etc.

(adding 100mm for side laps & 5% for wastage)



Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Ac gutter


1 Materials :a) AC Gutter 1.05 Rmt. 105.00 110.25(adding 5% for wastage)



2 Labours : For fixing the sheets 1.00 Rmt 25.00 25.00

3 Others Nil 0.00 0.00 0.00


Providing and fixing in required slope AC gutter including fixing with MS flat brackets at 600 mm c/c of required size, filling the joints with polysulphide sealants etc with all labour and material and testing against watertightness. (MS bracket to be measured & paid separately)


TOTAL 176.15


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : MS precoated sheets

Sr.No. Particulars Quantity Unit Rate per AmountAssuming area of 15 x 5.6 = 84 sqm.

1 Materials :

97.74 Sqm. 319.00 31180.50



2 Labours :


3 Others Nil 0.00 0.00 0.00

Providing and fixing in position MS precoated sheet roofing of 0.55 mm thickness of ISPAT or any other equivalent make at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material.

a) MS precoated sheets 0.55mm






Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : MS precoated ridges


1 Materials :a) MS precoated ridges 1.05 Rmt. 181.50 190.58(adding 5% for wastage)




3 Others

Providing and fixing in position MS precoated ridges as required including all fixing accessories complete

Nil 0.00 0.00 0.00



TOTAL 306.19


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : MS precoated .55mm thk.sheets cladding


1 Materials :

33.71 Sqm. 319.00 10751.90



Providing and fixing in position MS precoated sheet roofing of 0.55 mm thickness of ISPAT or any other equivalent make at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material. For Cladding




3 Others Nil 0.00 0.00 0.00





Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : MS precoated gutter


1 Materials :a) MS precoated Gutter 1.05 Rmt. 216.15 226.96(adding 5% for wastage)



Providing and fixing in required slope precoated sheet gutter including fixing with MS flat brackets at 600 mm c/c of required size, filling the joints with polysulphide sealants etc with all labour and material and testing against watertightness. (MS bracket to be measured & paid separately)


3 Others Nil 0.00 0.00 0.00



TOTAL 390.33


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Alluminium sheets


1 Materials :

Providing and fixing in position aluminium sheet roofing with 0.6 mm thick sheets at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material.

97.74 Sqm. 415.80 40642.16



2 Labours :


3 Centering & Shuttering

Nil

4 Others Nil 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00





Prepared by :

Name : _________________________________ Sign: ________________



Rate analysis



Description : Alluminium ridges





2 Labours :



Nil

4 Others Nil 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00

TOTAL (A) 317.515 Tools & Plants Charges 2.00% on total (A) 6.35

Providing and fixing in position aluminium ridges as required including all fixing accessories complete

6 Water charges 0.00% on total (A) 0.007 Electricity Charges 0.50% on total (A) 1.59


TOTAL 374.26


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Alluminium sheets cladding


1 Materials :

33.71 Sqm. 415.80 14014.54



Providing and fixing in position aluminium sheet roofing with 0.6 mm thick sheets at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material. For cladding





Nil

4 Others Nil 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00





Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Alluminium gutter

Providing and fixing in required slope aluminium gutter including fixing with MS flat brackets at 600 mm c/c of required size, filling the joints with polysulphide sealants etc with all labour and material and testing against watertightness. (MS bracket to be measured & paid separately)







Nil

4 Others Nil 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00



TOTAL 497.21


Prepared by :

Providing and fixing in required slope aluminium gutter including fixing with MS flat brackets at 600 mm c/c of required size, filling the joints with polysulphide sealants etc with all labour and material and testing against watertightness. (MS bracket to be measured & paid separately)

Name : _________________________________ Sign: ________________

Rate analysis



Description : FRP sheets


1 Materials :a) FRP sheets 1.5mm 97.74 Sqm. 423.50 41394.80



2 Labours :



Nil

4 Others Nil 0.00 0.00 0.00

Providing and fixing in position FRP sheet of 1.5 mm thick of Finoram or any other approved make at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material.


0.00 0.00 0.00 0.00 0.00 0.00





Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : FRP ridges

Providing and fixing in position FRP ridges as required including all fixing accessories complete





2 Labours :



Nil

4 Others Nil 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00



TOTAL 263.96


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : FRP sheets cladding


1 Materials :

33.71 Sqm. 423.50 14274.07



2 Labours :



Nil

4 Others Nil 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00



Providing and fixing in position FRP sheet roofing with 1.5 mm thick sheets at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material. For cladding





Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : FRP gutter




c) J hooks & nuts 2.00 Nos. 6.30 12.60d) GI flat washer 2mm thk. 0.02 Kg. 47.25 0.95e) Polysulphide sealant 0.03 Kg. 500.00 12.50

2 Labours :



Nil

Providing and fixing in required slope FRP gutter including fixing with MS flat brackets at 600 mm c/c of required size, filling the joints with polysulphide sealants etc with all labour and material and testing against watertightness. (MS bracket to be measured & paid separately)

4 Others

Nil 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



TOTAL 413.90


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Polycarbonate sheets


1 Materials :

a) Polycabonate sheets 2mm88.20 Sqm. 1500.00 132300.00

Providing and fixing in position polycarbonate sheet roof as per detail design and drawing with minimum thickness of sheet as 2 mm of Lexan or any other approved make including making the joints waterproof with all labour and material and accessories to complete the work.

add 5% for wastage



2 Labours :



Nil

4 Others Nil 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00




Say Rs. 1,950 /- Per per Sqm.

16.5 4.21.21275 72.765

(sheets in row + 1) x no. of purlins64 hooks

1100 1100

1014 9500.9218181818 0.8636364

sheet width = 1.07m, length = 3.215*2*1.07*2.9*1.05

97.7445(sheets in row + 1) x no. of purlinsarea of sheets = 15*2*2.9*1.07 = 93.09

93.09Purlin spacing = 1.2m(sheets in row + 1) x no. of purlins

80 hooks

sheets required = 15*1.07*2*1.0533.705

150.724.71

1.536

122.88

7.7 15.4

347908.2 160650

3080 75773920 97.648613

25877772601726.8

538200607561230378.06

15.41972.60129879863.0064935

Rate analysis

Site: 0 Location : PuneComputer Code No. : F1 Default Date : Dec 30, 99

Revised on Date : 14-08-06Item No. : FDAPL/FLOOR/VI/2 Unit : per sqm

Description : Grey Mosaic Tile Flooring of 25cm x 25cm


1 Materials :a) Cement 0.16 Bags 245.00 39.20b) Sand 0.03 Cum 1060.00 31.80c) Mosaic tile ( as approved) 1.05 Sqm 150.00 157.50d) White/ coloured cement 0.01 Bags 150.00 1.50

2 Labours : a) for fixing & joint grouting 1.00 Sqm 32.00 32.00b) for polishing (including 3 coats) 1.00 Sqm 20.00 20.00


Nil

4 Others Nil 0.00 0.00 0.00



TOTAL 334.03


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Providing,laying and fixing marble mosaic tiles in grey cement on C.M. 1:6 bed including filling the joins with coloured cement slurry of matching colour including polishing, washing, cleaning with dilute acid, waxing etc. complete. Size of tile 25 cm x 25 cm

Site: 0 Location : 0Computer Code No. : F1 Default Date : Dec 30, 99


Description : Grey Mosaic Tile Flooring of 30x30


1 Materials :a) Cement 0.16 Bags 245.00 39.20b) Sand 0.05 Cum 1060.00 53.00c) Mosaic tile ( as approved) 1.05 Sqm 220.00 231.00d) White/ coloured cement 0.01 Bags 150.00 1.50

2 Labours : a) For fixing & joint grouting 1.00 Sqm 32.00 32.00

b) for polishing (including 3 coats)1.00 Sqm 20.00 20.00


Nil

4 Others Nil 0.00 0.00 0.00



TOTAL 446.20


Prepared by :

Name : _________________________________ Sign: ________________

Providing,laying and fixing marble mosaic tiles in grey cement on C.M. 1:6 bed including filling the joins with coloured cement slurry of matching colour including polishing, washing, cleaning with dilute acid, waxing etc. complete. Size of tile 30 cm x 30cm

Rate analysis



Description : White Mosaic Tile Flooring of 25x25


1 Materials :a) Cement 0.16 Bags 245.00 39.20b) Sand 0.03 Cum 1060.00 31.80c) Mosaic tile ( as approved) 1.05 Sqm 244.00 256.20d) White/ coloured cement 0.55 Kg 30.00 16.50




Nil 4 Others

Nil 0.00 0.00 0.00



TOTAL 468.71


Prepared by :

Name : _________________________________ Sign: ________________

Providing & laying mosaic tile flooring of 20 to 25 mm thk. & size 25x25cm of White colour in required positions & set in a bed of 1:6 cement mortor including neat cement float, filling the joint with appropriate coloured cement slurry, curing, polishing etc. complete

Rate analysis



Description : White Mosaic Tile Flooring of 30 x 30


1 Materials :a) Cement 0.16 Bags 245.00 39.20b) Sand 0.05 Cum 1060.00 53.00c) Mosaic tile ( as approved) 1.05 Sqm 350.00 367.50d) White/ coloured cement 0.55 Kg 30.00 16.50




Nil

4 Others Nil 0.00 0.00 0.00



TOTAL 625.65


Prepared by :

Providing,laying and fixing marble mosaic tiles in white cement on C.M. 1:6 bed including filling the joins with coloured cement slurry of matching colour including polishing, washing, cleaning with dilute acid, waxing etc. complete. Size of tile 30 cm x 30 cm

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/FLOOR/VI/22 Unit : per rmt

Description : Grey Mosaic Tile Skirting of 125 mm ht.


1 Materials :a) Cement 0.02 Bags 245.00 4.90b) Sand 0.01 Cum. 1060.00 10.60

1.05 rmt 23.00 24.15

2 Labours :

a) For fixing & joint grouting 1.00 rmt 10.00 10.00

b) for polishing (including 3 coats)1.00 rmt 9.00 9.00


Nil 4 Others

Nil 0.00 0.00 0.00



TOTAL 69.47

Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing filling the joints with cement slurry, polishing, cleaning complete - gray mosaic tile skirting 125 mm high

c) Mosaic tile skirting(as approved)

Say Rs. 69 /- Per per rmt

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Grey Mosaic Tile Skirting of 150 mm ht.


1 Materials :a) Cement 0.02 Bags 245.00 4.90

0.01 Cum 1060.00 10.60

1.05 rmt 32.00 33.60

2 Labours : a) For fixing & joint grouting 1.00 rmt 10.00 10.00



4 Others

Nil 0.00 0.00 0.00



Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, polishing, cleaning, curing etc complete - gray mosaic tile skirting 150 mm high

b) Mosaic tile skirting(as approved)


TOTAL 80.66


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : White Mosaic Tile Skirting of 125 mm ht.


1 Materials :a) Cement 0.02 Bags 245.00 4.90b) Sand 0.01 cum. 1060.00 10.60

1.05 rmt 30.00 31.50c) White/ coloured cement 0.25 Kg 30.00 7.50

2 Labours : a) For fixing & joint grouting 1.00 rmt 10.00 10.00



4 Others Nil 0.00 0.00 0.00



Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with cement slurry,polishing, cleaning curing etc complete - white mosaic tile skirting 125 mm high

b) Mosaic tile skirting(as approved)

TOTAL 87.06


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : White Mosaic Tile Skirting of 150 mm ht.


1 Materials :a) Cement 0.02 Bags 245.00 4.90b) Sand 0.01 Cum 1060.00 10.60

1.05 rmt 45.00 47.25d) White/ coloured cement 0.25 Kg 30.00 7.50

2 Labours :

a) For fixing & joint grouting 1.00 rmt 10.00 10.00



Nil 4 Others

Nil 0.00 0.00 0.00


TOTAL (B) 91.93

Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing,filling the joints with cement slurry, cleaning complete - white mosaic tile skirting 150 mm high



TOTAL 105.72


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : P/L IPS 50mm thk.


1 Materials :a) Cement 0.22 Bags 245.00 53.90b) Sand 0.02 Cum 1060.00 23.85c) Metal 12mm 0.05 Cum 340.00 15.30

2 Labours :

a) for pouring 1.00 Sqm 16.00 16.00b) for finishing 1.00 Sqm 23.00 23.00c) for shuttering 1.00 Sqm 10.56 10.56

3 Centering & Shuttering 1.00 Sqm 4.00 4.00Nil

4 Others Nil 0.00 0.00 0.00


Provding and laying in position IPS flooring 50mm thick in proportion of 1:2:4 laid in proper line and level including finishing the top surface with cement punning, curing, cleaning etc complete with all labour and material.


TOTAL 173.66


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : 29 Unit : per sqm

Description : Ceramic Tile Flooring


1 Materials :a) Cement 0.16 Bags 245.00 39.20b) Sand 0.05 Cum 1060.00 53.00c) Ceramic tile (as approved) 1.05 Sqm 380.00 399.00d) white cement 0.55 Kg 30.00 16.50

2 Labours :

for flooring including fixing, 1.00 Sqm 75.00 75.00cleaning & curing etc. complete 0.00 0.00 0.00


material / erection & dismantling

4 Others 0.00 0.00 0.00

TOTAL (A) 582.70

Providing and laying ceramic tiles of approved quality of approved colour, size & thickness for flooring in required position laid on a bed 30mm thk.in 1:6 cement mortor including cement float filling joints with white/colour cement slurry cleaning curing etc. complete as shown in detailed drawing or as directed by architect incharge.

Providing good Specified material/



TOTAL 690.21


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Marble Flooring



c) Marble (including 5% wastage)1.05 Sqm 860.00 903.00

d) White cement 0.22 Kg 30.00 6.60

2 Labours : a) for fixing & joint grouting 1.00 Sqm 100.00 100.00b) for polishing 1.00 Sqm 129.00 129.00


Nil 4 Others

Nil 0.00 0.00 0.00

TOTAL (A) 1234.90

Providing, laying and fixing in position marble slabs for flooring in plain or diamond pattern or as required including fixing in CM 1:4, cutting if necessary filling joints in white cement slurry curing, polishing, cleaning etc. complete



TOTAL 1462.74

Say Rs. 1,463 /- Per per sqm

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/FLOOR/VI/35 Unit : per Rmt.

Description : Marble Skirting



1.10 Sqm 860.00 946.00c) White cement 1.00 Kg 30.00 30.00d) Sand 0.01 Cum 1060.00 10.60

2 Labours : a) for fixing & joint grouting 1.00 Sqm 110.00 110.00b) for polishing 1.00 Sqm 148.35 148.35


4 Others Nil 0.00 0.00 0.00

TOTAL (A) 1298.855 Tools & Plants Charges 2.00% on total (A) 25.986 Water charges 0.50% on total (A) 6.49

Providing and fixing in position dado of tiles / stone as per requirement, including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing, curing etc complete -marble stone

b) Marble (including 10% wastage)

7 Electricity Charges 0.50% on total (A) 6.49


Costing per Sqm. TOTAL 1538.49


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Kota Flooring


1 Materials :a) Cement 0.22 Bags 245.00 53.90b) Sand 0.04 Cum 1060.00 42.40c) Kota (including 5% wastage) 1.05 Sqm 290.52 305.05d) White cement 0.35 Kg 30.00 10.50

2 Labours : a) for fixing & polishing 1.00 Sqm 100.00 100.00


4 Others Nil 0.00 0.00 0.00


Providing, laying and fixing in required position machine cut machine polished Kotah stone flooring of required size in plain or diamond pattern or as directed on a cement mortar bedding of 1:4 including cement float ,filling joints with slurry curing rubbing, polishing and cleaning complete.


TOTAL 606.28


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Kota Skirting


1 Materials :a) Cement 0.34 Bags 245.00 83.30b) Kota (including 15% wastage) 1.15 Sqm 290.52 334.10c) White / coloured cement 1.10 Kg 30.00 33.00d) Sand 0.01 Cum 1060.00 10.60



Nil 4 Others

Nil 0.00 0.00 0.00


TOTAL (B) 599.46

Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with cement slurry, polishing, cleaning , curing etc complete - kotah stone 100 mm height


Costing per sqm TOTAL 689.38


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Tandoor Flooring



1.05 Sqm 291.00 305.55d) White cement 0.35 Kg 30.00 10.50



4 Others Nil 0.00 0.00 0.00


TOTAL (B) 513.30

Providing, laying and fixing in required position machine cut machine polished Tandur stone flooring of required size in plain or diamond pattern or as directed on a cement mortar bedding of 1:4 including cement float ,filling joints with slurry curing rubbing, polishing and cleaning complete.

c) Tandoor (including 5% wastage)


TOTAL 590.30


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/FLOOR/VI/29 Unit : per Rmt

Description : Tandoor Skirting



1.15 Sqm 291.00 334.65c) White / coloured cement 0.35 Kg 30.00 10.50d) Sand 0.01 Cum 1060.00 10.60



4 Others Nil 0.00 0.00 0.00



Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning , curing etc complete - tandur stone 100 mm height

b) Tandoor (including 15% wastage)

Costing for each Sqm TOTAL 632.11

Say Rs. 63 /- Per per Rmt

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Granite Flooring



c) Granite (including 5% wastage)1.05 Sqm 1695.00 1779.75

d) White / coloured cement 0.35 Kg 30.00 10.50

2 Labours : a) For fixing 1.00 Sqm 172.00 172.00


Nil 4 Others

Nil 0.00 0.00 0.00



Providing, laying and fixing in position granite stone for flooring in plain or diamond pattern or as required including fixing in CM 1:4, cutting if necessary filling joints in white cement slurry curing, polishing, cleaning etc. complete

TOTAL 2438.35


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Granite Skirting



1.15 Sqm 1695.00 1949.25c) White cement 0.35 Kg 30.00 10.50d) Sand 0.01 Cum 1060.00 10.60



4 Others Nil 0.00 0.00 0.00



Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with white cement, cleaning, curing etc complete - granite stone / tile 100 mm height

b) Granite (including 15% wastage)

Costing for each Ssqm TOTAL 2687.22


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Rough Shahabad flooring



1.05 Sqm 75.00 78.75d) White / coloured cement 0.35 Kg 3.00 1.05



Nil 4 Others

Nil 0.00 0.00 0.00



TOTAL 285.58

Providing, laying and fixing in required position machine cut rough shahabad stone flooring of required size in plain or diamond pattern or as directed on a cement mortar bedding of 1:4 including cement float ,filling joints with slurry curing rubbing, polishing and cleaning complete.

c) Rough shahabad (including 5% wastage)


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Polished Shahabad flooring






4 Others Nil 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00



Providing, laying and fixing in required position machine cut machine polished shahabad stone flooring of required size in plain or diamond pattern or as directed on a cement mortar bedding of 1:4 including cement float ,filling joints with slurry curing rubbing, polishing and cleaning complete.

c) Polished shahabad (including 5% wastege)

TOTAL 358.07


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Ceramic tiles flooring






4 Others Nil 0.00 0.00 0.00



Providing and fixing in position ceramic tile of various sizes such as 200 x 200 mm, 300 x 300 mm, 200 x 300 etc of approved make, color and shade on C:M 1:6 bedding including filling the joints with neat cement slurry of matching colour, including cutting the tiles to required size, curing, cleaning etc complete.

c) Ceramic tiles(including 5% wastage)

TOTAL 674.99


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Ceramic tiles Dado






4 Others Nil 0.00 0.00 0.00



Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing, curing etc complete - ceramic tiles of approved make and type and given height.

c) Ceramic tiles(including 10% wastage)

TOTAL 725.03


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Ceramic tiles Skirting






4 Others Nil 0.00 0.00 0.00



Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing, curing etc complete - ceramic tiles of approved make and type and colour 100 mm height

c) Ceramic tiles(including 10% wastege)

Costing per Sqm. TOTAL 712.00


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Vitrified tiles flooring






Nil

4 Others Nil 0.00 0.00 0.00



Providing and fixing in position vitrified tile flooring of approved make,size and shade on bed of cement mortar 1:6 in required line and level, filling the joints with white cement, cleaning etc complete.

c) Vetrified tiles(including 5% wastage)

TOTAL 1188.05


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Vitrified tiles Dado






4 Others Nil 0.00 0.00 0.00



Providing and fixing in position vitrified tile flooring of approved make,size and shade in required line and level, filling the joints with white cement, cleaning etc complete.


TOTAL 1262.44


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : 30 Unit : per Rmt.

Description : Vitrified tiles Skirting






Nil 4 Others

Nil 0.00 0.00 0.00



Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing, curing etc complete -polished vitrified tile 100 mm height



Say Rs. 1,225 /- Per per Rmt.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Designer tiles flooring



1.05 Sqm 430.40 451.92

2 Labours :

a) For fixing 1.00 Sqm 60.00 60.00


4 Others Nil 0.00 0.00 0.00



Providing and fixing in position interlocking type designer tiles of approved make, colour and shade, over bed of 1:6 mortar in proper line and level including finishing, compaction, filling joints cleaning etc complete.

c) Designer tiles(including 5% wastage)

TOTAL 707.57


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Paving blocks flooring (regular)


1 Materials :

a) Sand 0.05 Cum 1060.00 53.00

1.05 Sqm 242.10 254.21



4 Others Nil 0.00 0.00 0.00



TOTAL 399.42

Providing and fixing in position interlocking type designer tiles of approved make, colour and shade, on bed of sand in proper line and level including compaction, filling joints with sand and surface vibrating etc complete. ( of strength M20 - 65 mm thick)

b) Paver blocks (including 5% wastege)


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Paving blocks heavy duty (M40 & above)


1 Materials :

a) Sand 0.05 Cum 1060.00 53.00

1.05 Sqm 386.00 405.30

2 Labours :

a) For fixing 1.00 Sqm 30.00 30.00


Nil 4 Others

Nil 0.00 0.00 0.00



TOTAL 578.39

Providing and fixing in position interlocking type designer tiles of approved make, colour and shade, on bed of sand in proper line and level including compaction, filling joints with sand and surface vibrating etc complete. ( of strength M40 - 65 mm thick)

b) Paver blocks (including 5% wastage)


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Chequered tiles flooring



1.05 Sqm 102.00 107.10

2 Labours :

a) For fixing 1.00 Sqm 60.00 60.00


Nil 4 Others

Nil 0.00 0.00 0.00



TOTAL 307.84

Providing and laying chequered tiles in required position in proper line and level, on bed of C:M 1:6 including filling the joints with neat cement slurry, cleaning, curing etc complete.

c) Chequered tiles(including 5% wastage)


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Kota for steps



1.05 Sqm 250.00 262.50

2 Labours :

a) for fixing & polishing 1.00 Sqm 400.00 400.00


4 Others Nil 0.00 0.00 0.00



Providing and fixing in position treads and risers of stone as per requirement, including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing,edge polishing, curing nosing etc complete -kotah stone

c) Kota steps (including 5% wastege)

TOTAL 895.36


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Marble for steps






4 Others Nil 0.00 0.00 0.00




Providing and fixing in position treads and risers of stone as per requirement, including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing, edge polishing, nosing,curing etc complete -marble stone

c) Marble steps (including 5% wastage)


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Granite for steps






4 Others Nil 0.00 0.00 0.00



Costing per sqm. TOTAL 3067.01

Providing and fixing in position treads and risers of stone as per requirement, including fixing with C:M 1:4 backing, filling the joints with cement slurry,cleaning,polishing,edge polishing,nosing, curing etc complete -granite stone of approved colour

c) Granite steps (including 5% wastage)


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Tandoor for steps






4 Others Nil 0.00 0.00 0.00



costing per sqm. TOTAL 729.43


Providing and fixing in position treads and risers of stone as per requirement, including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing,edge polishing,nosing, curing etc complete -tandur stone

c) Tandoor steps (including 5% wastage)

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Kota for sill & Jams






4 Others Nil 0.00 0.00 0.00



TOTAL 653.57


Prepared by :

Providing and fixing in position window sills and jambs of stone as per requirement, including fixing with C:M 1:4 bedding, filling the joints with cement slurry, cleaning, polishing,edge polishing, curing nosing etc complete -kotah stone

c) Kota sill (including 10% wastege)

Name : _________________________________ Sign: ________________

Rate analysis



Description : Marble for Sills & jams






Nil

4 Others Nil 0.00 0.00 0.00



TOTAL 1395.58


Prepared by :

Providing and fixing in position window sills and jambs of stone as per requirement, including fixing with C:M 1:4 bedding, filling the joints with cement slurry, cleaning, polishing, edge polishing, nosing,curing etc complete -marble stone

c) Marble sill (including 10% wastage)

Name : _________________________________ Sign: ________________

Rate analysis



Description : Granite for sills & Jams






4 Others Nil 0.00 0.00 0.00



TOTAL 2681.12


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Providing and fixing in position window sills and jambs stone as per requirement, including fixing with C:M 1:4bedding, filling the joints with cement slurry,cleaning,polishing,edge polishing,nosing, curing etc complete -granite stone of approved colour

c) Granite sill (including 10% wastage)



Description : Tandoor for sills & jams






Nil

4 Others Nil 0.00 0.00 0.00



TOTAL 609.21


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Providing and fixing in position window sills and jambs of stone as per requirement, including fixing with C:M 1:4 bedding, filling the joints with cement slurry, cleaning, polishing,edge polishing,nosing, curing etc complete -tandur stone

c) Tandoor sill (including 10% wastege)


Revised on Date : 14-08-06Item No. : FDAPL/FLOOR/VI/56 Unit : Rmt.

Description : Granite Kitchen otta

Sr.No. Particulars Quantity Unit Rate per AmountConsidering the size of 3.0m x.75m


3.71 Sqm 1695.00 6293.54

d) Kaddappa (with 10% wastage)3.82 Sqm 220.00 840.40

e) White / colour cement 0.35 Kg 30.00 10.50

2 Labours :

a) for fixing of Kadappa & granite2.25 Sqm 1506.00 3388.50

b) For moulding & edge polishing 4.42 Rmt. 246.00 1087.32

1.00 No. 400.00 400.00

3 Others Nil 0.00 0.00 0.00



Total costing for 3 Rmt. TOTAL 15015.68

Say Rs. 5,005 /- Per Rmt.

Prepared by :

Name : _________________________________ Sign: ________________

Providing, making and erecting in position kitchen platform with following specifications. Width of platform 2'3" and height 30" top

c) Granite (including 10% wastage)

(considering labour rate @ 105/- per rft length I.e = 105/- per 0.75 sft. Rate per sqm = (105/.75)*10.76 = Rs. 1506

c) For Cutout making for sink fixing

Rate analysis



Description : Marble Kitchen otta



3.71 Sqm 860.00 3193.18

d) Kaddappa (with 10% wastage)3.82 Sqm 220.00 840.40

e) White / colour cement 0.35 Kg 30.00 10.50

2 Labours :

a) for fixing of Kadappa & Marble2.25 Sqm 1147.00 2580.75

b) For edge polishing 4.57 Rmt. 196.80 900.00

1.00 No. 400.00 400.00

3 Others Nil 0.00 0.00 0.00





Prepared by :

Name : _________________________________ Sign: ________________

Providing, making and erecting in position kitchen platform with following specifications. Width of platform 2'3" and height 30" top- Marble stone

c) Marble (including 10% wastage)



Rate analysis



Description : Kadappa Kitchen otta



3.80 Sqm 258.00 980.40

1.60 Sqm 220.00 352.00e) White / colour cement 0.35 Kg 30.00 10.50

2 Labours : a) for fixing of Kadappa 2.25 Sqm 860.00 1935.00

b) For moulding & edge polishing 4.57 Rmt. 82.00 375.00

1.00 No. 250.00 250.00

3 Others Nil 0.00 0.00 0.00





Prepared by :

Providing, making and erecting in position kitchen platform with following specifications. Width of platform 2'3" and height 30" top- Kadappa stone

c) Top & shelf kadappa (including 10% wastage)

d) Kaddappa Verticals & Facia (with 10% wastage)



Name : _________________________________ Sign: ________________

Rate analysis



Description : Designer tiles for steps






4 Others Nil 0.00 0.00 0.00

TOTAL (A) 1207.105 Tools & Plants Charges -3.00% on total (A) -36.216 Water charges -0.50% on total (A) -6.047 Electricity Charges -0.50% on total (A) -6.04


costing per sqm. TOTAL 1332.64

Say Rs. 1,333 /- Per per sqmRs 320/- per step

Providing and fixing in position treads and risers of designer tiles as per requirement, including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, etc complete -

c) Designer Tiles (including 5% wastage)

Prepared by :

Name : _________________________________ Sign: ________________

0.2 mason0.5 labour

0.3440.86

137.6

0.20.50.2 40

0.35 2868

0.2 400.5 40

0.2 400.4 32

0.25 500.45 36

90

0.15 300.3 24

0.4 800.8 64

144158.465.20

0.9 1800.45 36

Rate analysis

Site: 0 Location : PuneComputer Code No. : B1 Default Date : Dec 30, 99

Revised on Date : 14-08-06Item No. : FDAPL/MAS/IV/2 Unit : per cum

Description : UCR In plinth


1 Materials :a) Rubble 1.25 cum 500.00 625.00b) Cement 1.57 Bags 240.00 376.80c) Sand 0.40 cum 1060.00 424.00

2 Labours :

for U.C.R. masonry works 1.00 cum 250.00 250.00


Nil

4 Others Nil 0.00 0.00 0.00



TOTAL 1984.99

Say Rs. 1,985 /- Per per cum

Providing & constructing UCR masonry II sort in cement mortar 1:6 for foundation steps, platforms etc.below plinth including curing , weepholes if required, including specials such as corners, quions, headers, through stones etc. dewatering if required, racking out joints 10 mm deep etc. complete.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : 0Computer Code No. : B1 Default Date :


Description : Uncoursed rubble masonry in superstructure



2 Labours : for U.C.R. masonry works 1.00 cum 252.00 252.00


Nil

4 Others Scaffolding 1.00 Cum 20.00 20.00


TOTAL (B) 1756.82

Providing & constructing UCR masonry II sort in cement mortar 1:6 for foundation for compound wall, steps, pillars , platforms etc. and wherever required including scaffolding, curing , weepholes if required, including specials such as corners, quions, headers through stones etc. dewatering if required, racking out joints 10 mm deep etc. complete.


TOTAL 2020.34


Rate analysis

Site: 0 Location : 0Computer Code No. : B1 Default Date :


Description : Brick masonary 35cm thk. Below plinth


1 Materials :a) Bricks 500.00 Nos. 2.25 1125.00b) Cement 1.70 Bags 245.00 416.50c) Sand 0.26 cum 1060.00 275.60

2 Labours : for brick masonry works 1.00 cum 164.00 164.00


Nil

4 Others Nil 0.00 0.00 0.00


TOTAL (B) 2030.63

Providing & constructing general BB masonry 350 mm (13.5") or above in thickness in C.M. 1:4 in plinth for steps, or any where as required including racking out joints 1.5 cm deep including scaffolding, curing etc. complete.


TOTAL 2335.22


Rate analysis



Description : Brick work 35cm thk. In superstructure


1 Materials :a) Bricks 500.00 Nos. 2.25 1125.00b) Cement 1.70 Bags 245.00 416.50c) Sand 0.30 cum 1060.00 318.00

2 Labours : for brick masonry works 1.00 cum 164.00 164.00


Nil

4 Others

1.00 cum 45.60 45.60

TOTAL (A) 2069.10

Providing & constructing general BB masonry 350 mm (13.5") or above in thickness in C.M. 1:4 in superstructure at all levels wherever required including raking out joints 1.5 cm deep including scaffolding, curing etc. complete.

Add for scaffolding & sand screening etc.



TOTAL 2438.95


Rate analysis



Description : Plinth Masonry 23cm thk


1 Materials :a) Bricks 500.00 No 3.00 1500.00b) Cement 0.90 Bags 210.00 189.00c) Sand 0.05 cum 850.00 42.50

2 Labours :

for Brick masonry works 1.00 sqm 38.00 38.00

3 Others

Nil 0.00 0.00 0.00

Providing & constructing BB masonry of 23 cm thk in 1:4 C.M for walls,etc below plinth wherever required including raking out joints 1.5 cm deep including scaffolding, curing etc. complete.



TOTAL 2085.80


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : BBM 23cm thk in superstructure


1 Materials :a) Bricks 500.00 No 3.00 1500.00b) Cement 0.90 Bags 245.00 220.50c) Sand 0.05 cum 1060.00 53.00

2 Labours :

for Brick masonry works 1.00 sqm 42.00 42.00

Providing & constructing BB masonry of 23 cm thk in 1:4 C.M for walls in superstructure at all levers wherever required including raking out joints 1.5 cm deep including scaffolding, curing etc. complete.

3 Others

Scaffolding / sand screening etc. 1.00 sqm. 9.80 9.80



TOTAL 2151.57


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/MAS/IV/8 Unit : per sqm

Description : P/F 15cm thk. Brick Wall (C.M. 1:4)


1 Materials :a) Thokla Bricks (15cm thk.) 48.00 No 4.00 192.00

Providing & constructing 6" thk, brick masonry using 'Thoklas' bricks in C.M. 1:4, at all levels wherever required including raking out joints, scaffolding, curing etc,. All complete.

b) Cement 0.26 Bags 245.00 63.70c) Sand 0.04 Cum 1060.00 42.40

2 Labours : for Brick masonry works 1.00 Sqm 46.00 46.00


Nil

4 Others Scaffolding / sand screening etc. 0.00 8.23 0.00



TOTAL 405.61


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : P/F 10cm thk. Brick Wall (C.M. 1:4)

Providing & constructing bricks on edges or half brick masonry at all levels in 1:4 C.M. with 8 cm thick 1:2:4 p.c.c. patli using 2 Nos. of dia 6 mm at every one meter height, including scaffolding, curing, racking out joints to receive plaster etc. complete. If length of wall exceeds4 .25 m then 4"x4.5" x ht, concrete mullion with 10 mm diameter 4 No. reinforcement is to be provided as stiffner at every 2 meter. ( Concrete and reinforcement will be paid in items of Columns and reinforcement respectively)


1 Materials :a) Bricks 58.00 No 3.00 174.00b) Cement 0.17 Bags 245.00 41.65c) Sand 0.03 Cum 1060.00 26.50

2 Labours :

for Brick masonry works 1.00 Sqm 41.50 41.50


Nil

4 Others Scaffolding / sand screening etc. 1.00 Sqm. 7.70 7.70



TOTAL 343.43


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Coursed rubble masonary

Providing & constructing bricks on edges or half brick masonry at all levels in 1:4 C.M. with 8 cm thick 1:2:4 p.c.c. patli using 2 Nos. of dia 6 mm at every one meter height, including scaffolding, curing, racking out joints to receive plaster etc. complete. If length of wall exceeds4 .25 m then 4"x4.5" x ht, concrete mullion with 10 mm diameter 4 No. reinforcement is to be provided as stiffner at every 2 meter. ( Concrete and reinforcement will be paid in items of Columns and reinforcement respectively)



2 Labours :

For coursed rubble masonary 1.00 cum 253.22 253.22


Nil

4 Others Scaffolding & sand screening 1.00 Cum. 29.71 29.71



TOTAL 1967.96


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: Location :Computer Code No. : B5 Default Date :

Providing & constructing coursed rubble masonry II sort in cement mortar 1:6 for foundation steps, platforms etc.at all required levels including curing, scaffolding if required, weepholes if required, including specials such as corners, quions, headers through stones etc. dewatering if required, raking out joints 10 mm deep etc. complete.


Description : 150mm thk. C.C. Solid block masonry


1 Materials :a) Concrete blocks 18.00 No 16.00 288.00b) Cement 0.15 Bags 245.00 36.02c) Sand 0.04 Cum 1060.00 42.40

2 Labours : for C.C.block masonry works 1.00 Sqm 8.23 8.23


Nil

4 Others Scaffolding / sand screening etc. 1.00 Job 8.23 8.23



TOTAL 451.31


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Providing & constructing 150 mm thick solid concrete block masonry in C.M. 1:4 including cutting if required, curing, scafflolding, raking out joints etc. complete..



Description : 200mm thk. C.C. Solid block masonry


1 Materials :a) Concrete blocks 12.00 No 34.00 408.00b) Cement 0.11 Bags 245.00 26.95c) Sand 0.05 Cum 1060.00 53.00

2 Labours :

for C.C.block masonry works 1.00 Sqm 25.30 25.30


Nil

4 Others Scaffolding / sand screening etc. 1.00 Job 8.76 8.76 0.00 0.00 0.00



TOTAL 615.32


Prepared by :

Name : _________________________________ Sign: ________________

Providing & constructing 200 mm thick solid concrete block masonry in C.M. 1:4 including cutting if required, curing, scafflolding, raking out joints etc. complete..

Rate analysis

Site: Location :Computer Code No. : B5 Default Date :

Revised on Date : 14-08-06Item No. : 22 / Unit : per sqm

Description : 100mm thk. Siporex block masonry


1 Materials :a)Siporex blocks 24.00 No 60.00 1440.00b) Cement 0.15 Bags 245.00 36.02c) Sand 0.04 Cum 1060.00 42.40

2 Labours :

1.00 Sqm 25.30 25.30


Nil

4 Others Scaffolding / sand screening etc. 1.00 Sqm 7.70 7.70



TOTAL 1828.73


Providing 100mm thk siporex blocks of size 0.1 x 0.1 x 0.2 with c.m. 1:6,in super structure including striking joints, taking out joints and scaffolding, curing etc. complete.

for 100mm Siporex block masonry works

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: #NAME? Location : #NAME?Computer Code No. : B5 Default Date : #NAME?

Revised on Date : 14-08-06Item No. : 22 / Unit : per sqm



1 Materials :a)Siporex blocks 24.00 No 0.00 0.00b) Cement 0.15 Bags 245.00 36.02c) Sand 0.04 Cum 1060.00 42.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2 Labours :

1.00 Sqm 28.06 28.06


Nil


TOTAL (A) 114.715 Tools & Plants Charges 2.00% on total (A) 2.296 Water charges 0.50% on total (A) 0.57

Providing 150mm thk siporex blocks of size 0.15 x 0.15 x 0.3 with c.m. 1:6,in super structure including striking joints, taking out joints and scaffolding, curing etc. complete.


7 Electricity Charges 0.00% on total (A) 0.00


TOTAL 135.21


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06 Unit : per sqm



1 Materials :a)Siporex blocks 13.00 No 0.00 0.00b) Cement 0.11 Bags 245.00 26.95c) Sand 0.05 Cum 1060.00 53.00

2 Labours :

1.00 Sqm 28.06 28.06


Nil

Item No. : 22 / III 7

Providing 200mm thk Siporex blocks of size 0.2x0.2x0.4 with c.m. 1:6,in super structure including striking joints, taking out joints and scaffolding, curing etc. complete.





TOTAL 137.64


Prepared by :

Name : _________________________________ Sign: ________________

2.6315789#REF!

0.3041.7024

0.3040.06081.7024

0.391552

0.04864 0.051072

WELCOME TO RATE ANALYSIS

a) Site Name : Location : Pune

b) Default date : Revision on date :

c)

For MKS system click For FPS system click

d) Tools & Plants & fixed Charges : 5.00%

e) Water Charges : 1.00%

f) Electricity Charges : 1.00%

g) PROFIT ( Over heads+ Profit) : 10.00% + 5.00% = 15.00%

(Over head) + ( Profit ) = (TOTAL)

Instructions Uneditable textEnter Data Clickable links

Enter the data in yellow cells.

MKS FPS

D15

d s d: To enter the Rate Analysis in MKS system click here.

H15

d s d: To enter the Rate Analysis in FPS system click here.

Rate analysis

Site: 0 Location : PuneComputer Code No. : C1 Default Date : Dec 30, 99

Revised on Date : 14-08-06Item No. : FDAPL/PCC/II/3 Unit : per cum

Description : P.C.C. (1 :2:4 )


1 Materials :a) Cement 6.20 Bags 245.00 1519.00b) Sand 0.47 cum 1060.00 498.20c) Metal (1.5") 0.48 cum 575.00 276.00d) Metal ( 3/4)" 0.48 cum 500.00 240.00

2 Labours :

a)Mixing & Pouring 1.00 cum 120.00 120.00b)Levelling & finishing 1.00 cum 7.50 7.50c) Shuttering 1.00 cum 57.50 57.50


Providing good Specified material/ 1.00 cum 80.00 80.00Errection & dismantling

4 Others Mixer & Vibrator 1.00 cum 25.00 25.00



TOTAL 3311.94


Providing & laying PCC 1:2:4 using metal 40 mm & 20 mm size in equal parts including, spreading, levelling, ramming, curing,formwork etc. all complete.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : 0Computer Code No. : C1 Default Date : Dec 30, 99


Description : P.C.C. (1 : 5 : 10 )


1 Materials :a) Cement 2.74 Bags 245.00 671.30b) Sand 0.49 cum 1060.00 519.40c) Metal (1.5") 0.48 cum 575.00 276.00d) Metal ( 3/4)" 0.48 cum 500.00 240.00

2 Labours :

a)Mixing & Pouring 1.00 cum 120.00 120.00b)Levelling & finishing 1.00 cum 7.50 7.50c) Shuttering 1.00 cum 57.50 57.50


Providing good Specified material/ 1.00 cum 80.00 80.00Errection & dismantling



TOTAL (B) 2036.58



TOTAL 2342.07


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : P.C.C. (1 : 4: 8 )


1 Materials :a) Cement 3.40 Bags 245.00 833.00b) Sand 0.48 cum 1060.00 508.80c) Metal (1") 0.48 cum 575.00 276.00d) Metal ( 3/4)" 0.48 cum 500.00 240.00

2 Labours : fora)Mixing & Pouring 1.00 cum 120.00 120.00b)Levelling & finishing 1.00 cum 7.50 7.50c) Shuttering 1.00 cum 57.50 57.50


Providing good Specified material/ 1.00 cum 80.00 80.00erection & dismantling

4

Others


Mixer & Vibrator 1.00 cum 24.75 24.75



TOTAL 2543.77


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Plum concrete with P.C.C. (1 : 4: 8 )


1 Materials :a) Cement 2.21 Bags 240.00 530.40b) Sand 0.31 cum 1060.00 330.72c) Metal (1.5") 0.31 cum 575.00 179.40d) Metal ( 1)" 0.31 cum 500.00 156.00e) Rubble 0.45 cum 500.00 227.50

2 Labours : fora)Mixing & Pouring 1.00 cum 275.00 275.00b)Levelling & finishing 1.00 cum 7.50 7.50c) Shuttering 1.00 cum 57.50 57.50

Providing and laying plum concrete of 1:4:8 mix using stone of size not more than 230 mm in size and proportion of plum to concrete @ 35:65 including curing, formwork if required, etc complete.

3 Centering & ShutteringProviding good Specified material/ 1.00 cum 80.00 80.00erection & dismantling

4

Others Mixer & Vibrator 1.00 cum 24.75 24.75



TOTAL 2213.56


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/RCC/III/1 Unit : per cum

Description : C.C. M20 for Footing, raft


1 Materials :a) Cement 7.77 Bags 210.00 1631.70b) Sand 0.45 cum 850.00 382.50c) Metal ( 3/4)" 0.60 cum 500.00 300.00d) Metal ( 1/2)" 0.25 cum 340.00 85.00

Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Footings, pedastals, raft,pilecaps.

2 Labours :

a) Mixing & Pouring (concreting) 1.00 cum 107.20 107.20b)Levelling & finishing 1.00 cum 16.50 16.50c) Shuttering 1.00 cum 86.25 86.25

3 Centering & ShutteringProviding good Specified material 1.00 cum 136.20 136.20for erection & dismantling




TOTAL 3281.18


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: Location :Computer Code No. : C6 Default Date :


Description : C.C. M20 for Columns below plinth

Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Columns upto plinth



2 Labours :

a) Mixing & Pouring (Concreting) 1.00 cum 144.00 144.00b)Levelling & finishing 1.00 cum 0.00 0.00c) Shuttering 1.00 cum 287.50 287.50


Providing good Specified material/1.00 cum 820.00 820.00

Fixing & removing




TOTAL 4787.63


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Columns upto plinth

Description : C.C. M20 for superstructure Columns



2 Labours :



Providing good Specified material/ 1.00 cum 1040.00 1040.00erection & dismantling




TOTAL 5171.26


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : Pune

Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Columns at all levels

Computer Code No. : C8 Default Date :


Description : C.C. M20 for floor Beams



2 Labours :

a) Mixing & Pouring (Concreting) 1.00 cum 176.00 176.00b) Levelling & finishing 1.00 cum 15.00 15.00c) Shuttering 1.00 cum 480.13 480.13

3 Centering & ShutteringProviding good Specified material/ 1.00 cum 992.25 992.25Fixing & removing

4 Others Mixer & Vibrator 1.00 cum 24.75 24.75Lift 1.00 cum 17.75 17.75



TOTAL 5296.52


Prepared by :

Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Floor beams

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : PuneComputer Code No. : C10 Default Date :


Description : C.C. M20 for slab



2 Labours :






Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Floor slabs

TOTAL 4428.25


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : C.C. M20 for Staircase



2 Labours :

a) Mixing & Pouring (Concreting) 1.00 cum 190.00 190.00b)Levelling & finishing 1.00 cum 17.50 17.50c) Shuttering 1.00 cum 621.00 621.00 0.00 0.00 0.00


Providing good Specified material/ 1.00 cum 800.00 800.00Fixing & removing



Providing & casting M 200 for RCC staircase upto 17 cm riser 30 cm tread & 20 cm th waist slab but excluding parapet as per detailed drawing & design at all levels with all leads & lift or as directed including formwork, centering, scaffolding, machine mixing, & mixing , laying, levelling, vibrating and finishing rough and broken surfaces with C.M. 1:2 including curing etc. complete (excluding steel reinforcement)



TOTAL 5426.55


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : PuneComputer Code No. : Default Date : Dec 30, 99


Description : RCC M20 for Pardi, fins



2 Labours :

a) Mixing & Pouring (Concreting) 1.00 cum 225.00 225.00b)Levelling & finishing 1.00 cum 7.50 7.50c) Shuttering 1.00 cum 575.00 575.00 0.00 0.00 0.00

0.00 0 0.00 0.003 Centering & Shuttering 0.00 0.00 0.00



Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For pardis,parapets and fins

Lifts 1.00 cum 17.75 17.75



TOTAL 6280.99


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : 0Computer Code No. : C8 Default Date :


Description : C.C. M20 for Plinth Beams



2 Labours :

a) Mixing & Pouring (Concreting) 1.00 cum 176.00 176.00

Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Plinth beams

b)Levelling & finishing 1.00 cum 10.50 10.50c) Shuttering 1.00 cum 359.38 359.38





TOTAL 4840.19


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : Dec 31, 99Item No. : FDAPL/RCC/III/7&16 Unit : per cum

Description : C.C. M20 for lintels & chajjas



Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For lintels & chajja

b) Sand 0.45 cum 1060.00 477.00c) Metal ( 3/4)" 0.60 cum 500.00 300.00d) Metal ( 1/2)" 0.25 cum 340.00 85.00

2 Labours :






TOTAL 5483.82


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : C.C. M20 for grid Beams

Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Grid beams



2 Labours :






TOTAL 5896.03


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : 0

Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Grid beams

Computer Code No. : C8 Default Date :


Description : C.C. M20 for RCC walls



2 Labours :






TOTAL 4998.77


Prepared by :

Name : _________________________________ Sign: ________________

Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For lift & Basement walls

Rate analysis



Description : M20 for folded Steps upto 150mm thk.



2 Labours :







TOTAL 6208.14

Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For folded staircase slabs


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/RCC/III/28 Unit : Rmt.

Description : P/F PVC sleeves 40mm dia. in concrete


1 Materials :a) PVC pipe 1.00 Rmt. 51.75 51.75b) Binding wire 0.20 Kg. 40.00 8.00

2 Labours :

a) Cutting & fixing sleeves 1.00 Rmt. 55.90 55.90 0.00 0.00 0.00



TOTAL 135.66

Providing & fixing in corrent position.line, level 40 mm dia Finolex or equivalent PVC pipe in RCC members such as columns, beams, slabs, paradi, chajjas etc. including fixing / typing with binding wire & M.S. rod to secure in position during concrete including all lifts etc. complete.

Say Rs. 136 /- Per Rmt.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : M20 for sloping slabs



2 Labours :






TOTAL (B) 4246.81

Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For sloping slabs


TOTAL 4883.83


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : M20 for cantilever slabs upto 2.0m span



2 Labours :





Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For cantilever slabs



TOTAL 5015.69


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis Site: 0 Location : 0

Computer Code No. : C11 Default Date : Dec 30, 99Revised on Date : 14-08-06

Item No. : FDAPL/RCC/III/19 Unit : per cum

Description : M20 for Copings & sills



2 Labours :



Providing and laying in situ C.C. M-20 of trap metal for R.C.C.work of Copings & sills as per detailed drawings and design or as directed including centering formwork, compacting using vibrator, curing and roughening the surface if special finish is to be provided etc. complete. (excluding reinforcement & fitter work).





TOTAL 5837.16


Prepared by :

Name : _________________________________ Sign: ________________

E/O for providing M25 grade concrete instead of M20 gradeCement consumption for M20 grade = 7.77 bagsCement consumption for M25 grade = 7.77 bagsDifference in cement consumption = Basic rate difference = x 150 = Total rate difference including OH/profit etc. =Say Rs. =




Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/RCC/III/29 Unit : Rmt.

Description : Welding of bars to existing reinforcement


1 Materials :a) Welding rods 5.00 No. 2.34 11.70For one Rmt. Of welding

2 Labours :

a)Welder 0.03 No. 150.00 4.50b)Helper 0.03 No. 100.00 3.00

3 Scaffolding

If required for welding at heights15.49 Sft. 0.75 11.62

4 Others Hire charges of welding machine 0.25 Hr. 31.25 7.81

TOTAL (A) 38.63

Welding the reinforcement bars to existing steel or as per the requirement including finishing the welding work neatly, all labour and material etc complete.

(Assuming that average 6 nos of 16mm dia. Bars are welded for one end of beam)

Welding rods used are of 4mm & ESAB / Advani make

One welder can do about 30rmt. Of welding

Assuming the area of scaffolding to be 1.2m x1.2m

Assuming the hire charges rate of 250 /-for 8 hrs.



TOTAL 49.76


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/RCC/III/30 Unit : per sqm

Description : Providing shalitex board expansion joint

Providing & fixing shalitex board expansion joint of 25mm thickness for beams, columns & slab


1 Materials :a) Shalitex board 1.00 Sqm. 800.00 800.00Add for wastage @ 5% 0.05 Sqm. 800.00 40.00

2 Labours :

a)carpenter 0.37 No. 150.00 55.50b)Helper 0.37 No. 100.00 37.00One pair of carp/helper can do about 2 columns as given below.

4 Others



TOTAL 1099.18


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : C.C. M20 for precast slab of 50 mm thick slab


1 Materials :a) Cement 0.10 Bags 215.00 21.50b) Sand 0.03 cum 850.00 25.50

Assuming the size of column to be 450x230 & joint on 450mm face, Ht. Of col.of about 3m. Area = 3 x 0.45 = 1.35 sqm.

c) Metal ( 3/4)" 0.04 cum 425.00 17.85d) Metal ( 1/2)" 0.02 cum 450.00 7.88

2 Labours :






TOTAL 253.01

Say Rs. 253 /- Per per cum

Prepared by : OR Rs 15/ sqm

Name : _________________________________ Sign: ________________

Rate analysis



Description : C.C. M50 for RCC walls




2 Labours :






TOTAL 5605.01


Prepared by :

Name : _________________________________ Sign: ________________


Rate analysis



Description : C.C. M30 for Concrete Road



2 Labours :






TOTAL 4281.86


Providing & laying M 30 (as per design mix) for Road work using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : C.C. M30 for Footing, raft



2 Labours :

a) Mixing & Pouring (concreting) 1.00 cum 107.20 107.20b)Levelling & finishing 1.00 cum 16.50 16.50c) Shuttering 1.00 cum 86.25 86.25

3 Centering & ShutteringProviding good Specified material 1.00 cum 136.20 136.20for erection & dismantling




Providing & laying M 300 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Footings, pedastals, raft,pilecaps.

TOTAL 3524.95


Prepared by :

Name : _________________________________ Sign: ________________

2.210.3120.6240.3120.455

0.27636367.73818187.9703273

16.586.25

25031.250.792

24.836

3.2175032 2.284427379.633205 56.539575637.06564 452.316619749.035

0.309375

24.75 17.775Assign 0.3 hrs

17615

480.13

992.25

1165.5254.25

270100

16015

310.5

682.5

24.7517.75

3000.25150.01

30.002530.0025

3210.27481.54013

3691.810.8336939

18.7512.5

Rate analysis

Site: 0 Location : Pune

Computer Code No. : Default Date : Dec 30, 99

Revised on DateItem No. : Unit :

Description :

Sr.No. Particulars Quantity Unit Rate per Amount1 Materials :

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.002 Labours : 0 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.003 Centering & Shuttering 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4 Others 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00

TOTAL (A) 0.004 Tools & Plants Charges 5.00% on total (A) 0.005 Water charges 1.00% on total (A) 0.006 Electricity Charges 1.00% on total (A) 0


TOTAL 0.00

Say Rs. 0 /- Per

Prepared by :

Name : _________________________________ Sign: ________________

AssumptionsTools and plants fixed charges 3%

Eleciticity Charges 0.50%

Water Charges 0.50%

Profit ( Overheads + Profit ) 15%

Summary of Rateanalysis (MKS system)

Default date : 01.03.06Revision Date : 09.12.06

Description Unit

1 Excavation in soil and soft murum upto 1.5m depth per cum 90.022 Excavation in Hard Murum & boulders per cum 106.613 Excavation in Soft Rock per cum 289.254 Excavation in Hard Rock by chiselling per cum 777.035 Soling 230 thk below floor per Sqm 192.726 Filling with selected murum obtained from excavati per Cum 63.967 Filling with outside murum per Cum 248.758 Fillind with sand per Cum 1272.159 Antitrmite treatment per Sqm 42.85

10 Carting away surplus xcavated work per Cum 68.0311 Excavation in hard rock by blasting per cum 353.6612 P.C.C. (1 :2:4 ) per cum 3311.9413 P.C.C.(1: 5: 10 ) per cum 2342.0714 P.C.C. (1 : 4: 8 ) per cum 2543.7715 P.C.C.(1 :4: 8 ) Plum Concrete per cum 2213.5616 C.C. M20 for Footing, raft per cum 3281.1817 C.C. M20 for column below plinth per cum 4787.6318 C.C. M20 for superstructure Columns per cum 5171.2619 C.C. M20 for floor Beams per cum 5296.5220 C.C. M20 for slab per cum 4428.2521 C.C. M20 for Staircase per cum 5426.5522 RCC M20 for Pardi, fins per cum 6280.9923 C.C.M20 for plith Beam per cum 4840.1924 C.C.M20 for lintels & Chajja per cum 5483.8225 C.C.M20 for Grid Beam per cum 5896.0326 C.C.M20 for RCC walls per cum 4998.7727 M20 for folded Steps upto 150mm thk. per cum 6208.1428 M20 for sloping slabs per cum 4883.8329 M20 for cantilever slabs upto 2.0m span per cum 5015.6930 M20 for Copings & sills per cum 5837.1631 P/F PVC sleeves 40mm dia. in concrete Rmt. 135.6632 Welding of bars to existing reinforcement Rmt. 49.7633 Providing shalitex board expansion joint per sqm 1099.1834 Ac trafford 6mm thk.sheets per Sqm. 262.7935 Ac 6mm thk.ridges per Rmt. 163.1536 Ac trafford 6mm thk.sheets cladding per Sqm. 210.2337 Ac gutter per Rmt. 176.1538 MS precoated sheets per Sqm. 530.8539 MS precoated ridges per Rmt. 306.1940 MS precoated .55mm thk.sheets cladding per Sqm. 513.9441 MS precoated gutter per Rmt. 390.33

Item.No.

Rate in Rs.

42 Alluminium sheets per Sqm. 663.62

Default date : 01.03.0643 Alluminium ridges per Rmt. 374.2644 Alluminium sheets cladding per Sqm. 676.4045 Alluminium gutter per Rmt. 497.2146 FRP sheets per Sqm. 674.1847 FRP ridges per Rmt. 263.9648 FRP sheets cladding per Sqm. 686.5949 FRP gutter per Rmt. 413.9050 Polycarbonate sheets per Sqm. 1949.8351 UCR In plinth per cum 1984.9952 Uncoursed rubble masonry in superstructure per cum 2020.3453 Brick masonary 35cm thk. Below plinth per cum 2335.2254 Brick work 35cm thk. In superstructure per cum 2438.9555 Plinth Masonry 23cm thk per cum 2085.8056 BBM 23cm thk in superstructure per cum 2151.5757 P/F 15cm thk. Brick Wall (C.M. 1:4) per sqm 405.6158 P/F 10cm thk. Brick Wall (C.M. 1:4) per sqm 343.4359 Coursed rubble masonary per cum 1967.9660 150mm thk. C.C. Solid block masonry per sqm 451.3161 200mm thk. C.C. Solid block masonry per sqm 615.3262 100mm thk. Siporex block masonry per sqm 1828.7363 150mm thk. Siporex block masonry per sqm 135.2164 200mm thk. Siporex block masonry per sqm 137.6465 Ext. Plaster single coat mortor ratio (1:5) per sqm 136.1566 External Plastering Double coat per sqm 166.5267 Internal Neeru Plaster CM (1:4)-12mm thk. per sqm 111.9468 Internal Neeru Plaster CM (1:4) - 20mm thk. per sqm 135.9969 Waterproof plaster per sqm 268.2070 Pointing to brick masonary per sqm 63.9071 Pointing to Stone masonary per sqm 89.8472 P/A POP plaster to walls per sqm 0.0073 Back coat for dado work 1:4) per sqm 93.9874 Grey Mosaic Tile Flooring of 25cm x 25cm per sqm 334.0375 Grey Mosaic Tile Flooring of 30x30 per sqm 446.2076 White Mosaic Tile Flooring of 25x25 per sqm 468.7177 White Mosaic Tile Flooring of 30 x 30 per sqm 625.6578 Grey Mosaic Tile Skirting of 125 mm ht. per rmt 69.4779 Grey Mosaic Tile Skirting of 150 mm ht. per rmt 80.6680 White Mosaic Tile Skirting of 125 mm ht. per rmt 87.0681 White Mosaic Tile Skirting of 150 mm ht. per rmt 105.7282 P/L IPS 50mm thk. per sqm 173.6683 Ceramic Tile Flooring per sqm 690.2184 Marble Flooring per sqm 1462.7485 Marble Skirting per Rmt. 153.8586 Kota Flooring per sqm 606.2887 Kota Skirting per Rmt. 68.9488 Tandoor Flooring per sqm 590.3089 Tandoor Skirting per Rmt 63.2190 Granite Flooring per sqm 2438.3591 Granite Skirting per Rmt. 268.7292 Rough Shahabad flooring per sqm 285.5893 Polished Shahabad flooring per sqm 358.0794 Ceramic tiles flooring per sqm 674.9995 Ceramic tiles Dado per sqm 725.0396 Ceramic tiles Skirting per Rmt 71.20

97 Vitrified tiles flooring per sqm 1188.0598 Vitrified tiles Dado per sqm 1262.4499 Vitrified tiles Skirting per Rmt. 1225.37

Default date : 01.03.06100 Designer tiles flooring per sqm 707.57101 Paving blocks flooring (regular) per sqm 399.42102 Paving blocks heavy duty (M40 & above) per sqm 578.39103 Chequered tiles flooring per sqm 307.84104 Marble for steps per Rmt 162.61105 Kota for sill & Jams per sqm 653.57106 Marble for Sills & jams per sqm 1395.58107 Granite for sills & Jams per sqm 2681.12108 Tandoor for sills & jams per sqm 609.21109 Granite Kitchen otta Rmt. 5005.23110 Marble Kitchen otta Rmt. 3388.21111 Kadappa Kitchen otta Rmt. 1800.22112 Box type W/P to RCC raft, walls per sqm 604.85113 Brickbat water proofing for toilets per Cum 2818.39114 Brickbat water proofing for terrace per sqm 344.17115 White wash per sqm 4.71116 Dry distemper per sqm 19.39117 Oil bound distemper per sqm 35.59118 Synthetic enamel paint per sqm 46.26119 Lustre paint per sqm 66.92120 Cement paint per sqm 36.19121 Sandtex paint per sqm 70.77122 Antifungal paint per sqm 91.34123 Plastic emulsion paint per sqm 71.68124 Chemical w/p for terrace, toilets per sqm 327.32125 Providing & fixing TW frame (4"x 2.5") Rmt. 468.23126 P/F Granite frame (170x20) Rmt. 934.46127 P/F Marble frame (170x20) Rmt. 579.47128 P/F flush shutter 35mm Sqmt. 1097.63129 P/F flush shutter 35mm (internal door) Sqmt. 1138.66130 P/F flush shutter 35mm (internal door) Sqmt. 1284.05131 P/F Laminate of appr. shade & colour Sqmt. 432.01132 P/F MS powder coated fittings Door. 135.56133 P/F Alluminium fittings Door. 268.17134 P/F stainless steel fittings Door. 268.17135 P/F Brass fittings Door. 268.17136 P/F Night latch Door. 70.73137 P/F Automatic door closer Door. 70.73138 P/F eye piece Door. 35.36139 P/F MS powder coated grills & railing Sqm. 1018.76140 P/F MS grills & railing with enamel paint Sqm. 797.86141 P/F MS Z section windows Sqm. 1274.64142 Reinforcement works MT 45499.46143 Structural steel works per Sqm. 43578.09144 12mm dia. Fan hook per No. 31.75145 Chainlink fencing per Sqm. 259.20

of 268

Standard rate of materials considered for rate analysis

List of Materials Per Unit Rate (inRs.) Rate (inRs.) Remarks

1 Cement Per Bag 245.00 53 grade O.P.Cement2 Reinforcement steel CTD Per MT 28000.003 Binding wire Per Kg 40.00 18 gauge binding wire4 Sand Per cum 1060.005 Metal (18 to 20)mm Per cum 500.006 Metal (12mm) Per cum 340.007 Metal (25mm) Per cum 575.008 Bricks (230mm) Per No 2.259 Bricks (150mm) Per No 4.00

10 Bricks (100mm) Per No 3.0011 Concrete Blocks (20x20x40)cm Per No 34.0012

Per No 16.0013 Siporex blocks (10x10x20) cm Per No14 Siporex blocks (15x15x30) cm Per No15 Siporex blocks (20x20x40) cm Per No16 Brick Bats Per cum 250.0017 Rubble Per cum 500.0018 Murum Per cum 120.0019 Neeru Per Bag 50.00 each bag of 25kg.20 Lime Per Bag 55.00 each bag of 30kg.21 White cement Per Kg. 30.00 22 M.M. Tile (White) 25cm X 25cm Per sqm 244.00 23 M.M. Tile (White) 25cm X 12cm Per rmt 30.00 24 M.M. Tile (White) 30cm X 30cm Per sqm 350.0025 M.M. Tile (White) 30cm X 15cm Per rmt 45.0026 M.M. Tile (Grey) 25cm X 25cm Per sqm 150.0027 M.M. Tile (Grey) 25cm X 12cm Per rmt 23.0028 M.M. Tile (Grey) 30cm X 30cm Per sqm 220.0029 M.M. Tile (Grey) 30cm X 15cm Per rmt 32.0030 Marble Per sqm 860.00 31 Tandoor Per sqm 291.0032 Granite Per sqm 1695.0033 Rough Shahabad Per sqm 75.0034 Polished Shahabad Per sqm 110.0035 Ceramic tiles(30cm X 30cm)colour Per sqm 380.0036 Glazed Tiles (15cm X 15cm) White Per sqm 400.0037 Vitrified rough tiles Per sqm 800.0038 Vitrified polished tiles Per sqm 800.0039 Designer tiles(25mm) Per sqm 430.4040 Paver blocks (regular) 60mm Per sqm 242.1041 Paver blocks (heavy duty) Per sqm 386.0042 Chequered tiles Per sqm 102.0043 Kota steps Per sqm 377.6844 Marble steps Per sqm 1032.0045 Granite steps Per sqm 2118.7546 Tandoor steps Per sqm 378.3047 Kaddappa one side polish (40mm) Per sqm 220.0048 Shahabad stone 25mm Per sqm 82.5049 Broken glazed tiles Per Kg. 10.0050 Water proofing Compound Per Kg. 40.0051 Shalitex board 25mm Per sqm 80052 Kotah stone cut to size Sqm 290.5253 Sub frame Per Kg.54 Main frame Per Kg.55 Shutter members Per Kg.

Sr.No.

Concrete Blocks (15x15x30)cm (M15 grade @ 2200/-)

of 268

List of Materials Per Unit Rate (inRs.) Rate (inRs.) RemarksSr.No.

56 a) Beadings Per Kg.57 b) Glass Per sqm58 c) Gasket,wool piles Per m.59 d) Concealed lock Per No60 PVC Pipe 51.7561 Chlordane 20% emulsion Ltr. 66.1562 Blasting powder kg. 78.7563 Safety fuse Rmt 4.72564 Detonating fuse Rmt 6.565 Detonator No 866 Teak wood frame 4"x2.5" Cft. 120067 MS Holdfast No. 1068 Coal tar Kg. 2569 Flush shutter 35mm (90/- per sft.) Sqm. 96870 Brass hinges 75mm No 2071 Brass hinges 100mm No 2672 Brass hinges 125mm No 3573 Brass screws25mm No 1.574 Brass screws25mm No. 275 Laminate 1mm sqm. 31076 Fevicol Kg. 25077 MS tubular Kg. 3278 Nails Kg. 3079 MS Z sections (1.5 kg @ 30) Rmt. 4580 10mm sq. bars (.785 x 30) Rmt. 23.5581 4mm float glass Sqm. 32582 Lime Kg. 1.583 Ultramarine blue Kg. 114.9884 Glue Kg. 48.82585 Sodium chloride Kg. 1086 Distemper Kg. 6787 Whitning kg. 2088 Primer Lts 60.989 Putty Kg. 40.9590 Oil bound distemper Kg. 90.0091 Synthetic enamel Ltr. 141.7592 Luster paint Ltr. 218.7593 Cement paint Kg. 49.3594 Sandtex paint Kg. 86.362595 Antifungal paint kg. 123.37596 Plastic emulsion ltr. 205.1597 AC trafford 6mm thk. Sqm. 149.198 Bitminous washers 3mm Kg. 3299 GI flat washers 2mm Kg. 47.25

100 GI - 6mm J hooks No. 6.3101 AC -ridges pair Rmt. 94.5102 AC Gutter Rmt. 105103 MS precoated sheets Sqm. 319104 MS precoated -ridges (0.6m width ) Rmt. 181.5105 MS precoated Gutter Rmt. 216.15106 Alluminium sheets Sqm. 415.8107 Alluminium -ridges (0.6m width ) Rmt. 236.5108 Alluminium Gutter Rmt. 302.5109 Structural steel Mt. 30500110 FRP Sqm. 423.5111 FRP -ridges (0.6m width ) Rmt. 154112 FRP gutter Rmt. 209113 Chain link sqm. 156114 Polycarbonate sheets sqm. 1400

of 268

List of Materials Per Unit Rate (inRs.) Rate (inRs.) RemarksSr.No.

115116

Click on the button for Labour rates Labour Rate

of 268

Remarks

53 grade O.P.Cement

18 gauge binding wire

each bag of 25kg.each bag of 30kg.

of 268

Remarks

Standard rate of Labour considered for rate analysisRevised on Date : 14-08-06

Sr.No. Description Unit Rate Remarks

1 Unskilled coolie (Male) per day 100.002 Unskilled coolie (Female) per day 75.00 3 Beldar mazdoor per day 80.004 Breaker Operator per day 120.005 Helper for Breaker operator per day 80.006 Rent for Pneumatic Breaker Needle (8 hr.) per day 1040.00

Machinaries on Hire basis7 Mixer Per cum 17.758 Lift Per cum 17.759 Vibrator Per cum 7.00

Mixing & pouring for 10 P.C.C. Per cum 120.0011 footing M15 grade Per cum 107.20

12 footing M20 grade Per cum 107.2013 Columns M15 grade Per cum 176.0014 Beams M15 grade Per cum 176.0015 Slabs M15 grade Per cum 150.0016 Columns M20 grade Per cum 176.0017 Beams M20 grade Per cum 176.0018 Slabs M20 grade Per cum 160.0019 Staircase Per cum 190.0020 Pardi works Per cum 225.00

Levelling & finishing for 21 P.C.C. Per cum 7.5022 footing Per cum 16.5023 Columns Per cum 0.0024 Beams Per cum 15.0025 Slabs Per cum 15.0026 Staircase Per cum 17.5027 Pardi works Per cum 7.50

Only Labour rate for Shuttering works 28 P.C.C. Per cum 57.5029 Footing Per cum 86.2530 Columns Per cum 359.3831 Beams Per cum 480.1332 Slabs Per cum 310.5033 Staircase Per cum 621.0034 Pardi works (15cm thk.) Per cum 575.00

Masonry & Plaster works35 U.C.R. masonry works in plinth Per cum 165.0036 U.C.R. masonry for c.wall pillars etc. Per cum 252.0036 BBM 350thk. below plinth Per cum 164.0037 23cm B.B.Masonry works Per sqm 33.4837 15cm Tokla Brick Masonry works Per sqm 40.0038 10cm B.B.Masonry works Per sqm 41.5038 15cm C.C.Block Masonry works Per sqm 25.3039 External plastering single coat Per sqm 45.0039 External plastering double coat Per sqm 47.6040 External plastering (Scaffolding Charges) Per sqm 6.6440 Internal plastering Per sqm 36.0041 Internal platering (Scaffolding Charges) Per sqm 4.00

Tile Fixing / Polisher

42 Mosaic Tile fixing Per sqm 32.00

Rate is derived from average out put of machine (cft) per

day

Revised on Date : 14-08-06Sr.No. Description Unit Rate Remarks

43 Mosaic Tile Skirting fixing Per rmt 10.00

43 Ceramic Tile fixing Per sqm 75.0044 Marble Flooring Per sqm 100.0044 Ceramic /Glazed dado Tile fixing Per sqm 90.0045 Mosaic Tile polishing (3 coats) Per sqm 20.0045 Mosaic Tile Skirting polishing Per rmt 9.0046 Marble floor Polishing (regular) Per Sqm 129.0046 Marble skirting polishing Per Sqm 148.3547 Marble skirting fixing Per Sqm. 110.0047 Kota floor fixing & polishing Per Sqm. 100.0048 Kota skirting fixing & polishing Per Sqm. 110.0048 Tandoor floor fixing & polishing Per Sqm. 86.0049 Tandoor skirting fixing & polishing Per Sqm. 94.6049 Rough shahabad Per Sqm. 65.0050 Polished shahabad Per Sqm. 80.0050 Vitrified tiles flooring Per Sqm. 80.0051 Vitrified tiles Dado Per Sqm. 96.0051 Granite floor fixing Per Sqm. 172.0052 Granite skirting fixing Per Sqm. 215.0052 Kota Steps fixing Per Sqm. 130.0053 Marble Steps fixing Per Sqm. 167.7053 Granite Steps fixing Per Sqm. 223.6054 Tandoor steps Per Sqm. 111.8054 Kota sill & jams fixing Per Sqm. 132.0055 Marble sill & jams fixing Per Sqm. 132.0055 Granite sill & jams fixing Per Sqm. 258.0056 Tandoor sill & jams Per Sqm. 113.52

Water proofing Works for57 Box type Per sqm 325.0058 Toilets / Bathroom (for 200mm sunk) Per sqm 170.0059 Terrace (roof) Per sqm 125.0060 Chemical waterproofing Per sqm 130.00

Shuttering material charges61 for P.C.C. works Per cum 80.0062 for footing Per cum 136.2063 for columns Per cum 1040.0064 for beams Per cum 992.2565 for slabs Per cum 682.5066 for Staircase Per cum 800.0067 for pardi Per cum 1520.0068 Reinforcement Works Per MT 2000.0069 KOTAH STONE Per Sqm 100.0070 Polishing of kotah stone Per Sqm 60.00

Door frame charges71 Frame making72 Powder coating (at 15/- per sft) Per Sqm 161.4073 Enamel painting including red oxide Per sqm. 35.0074 AC sheets fixing Per sqm. 35.0075 MS precoated sheets fixing Per sqm. 72.8076 FRP sheets Per sqm. 72.8077 Alluminium sheets fixing Per sqm. 72.8078798081

Revised on Date : 14-08-06Sr.No. Description Unit Rate Remarks

Click on the button for entering into "ITEM LIST FOR SELECTION" Item List

WELCOME TO ITEM SELECTION SHEET

ITEMS

0 Blank format1 Earth work Earth work in ordinary soil2 Earth work Earth work in Shadu E23 Earth work Earth work in Murum E34 Earth work Earth work in Soft Rock E45 Earth work Earth work in Hard Rock E56 Concreting P.C.C. (1:3:6)7 Concreting P.C.C. (1:4:8) C28 Concreting C.C. M15 for footing C39 Concreting C.C. M20 for footing C4

10 Concreting C.C. M15 for columns C511 Concreting C.C. M20 for columns C612 Concreting C.C. M15 for Beams C713 Concreting C.C. M20 for Beams C814 Concreting C.C. M15 for Slabs C915 Concreting C.C. M20 for Slabs C1016 Masonry U.C.R. Masonry 15" thk.17 Masonry B.B.Masonry 9" thk. B218 Masonry B.B.Masonry 6" thk. B319 Masonry B.B.Masonry 4" thk. B420 Masonry C.C. Block masonry 6" thk. B521 Plastering External Plastering Single coat22 Plastering External Plastering Double coat P223 Plastering Internal Plastering with C.M.1:4 P324 Plastering Internal Plastering with C.M.1:5 P425 Flooring Mosaic Tile flooring26 Flooring Mosaic Tile Skirting F227 Flooring Ceramic Tile flooring F328 Flooring Marble Flooring F429 Dado Ceramic /Glazed tile Dado30 W/P Brickbat waterproofing for Toilet31 W/P Brickbat waterproofing for Terrace W/P232 W/P Glazed china mosaic w/p for terrace W/P333 Re Reinforcement works R134 Summary of rate analysis

Sr.No.

Computer code

Selection button

_1E1

C1

B1

P1

F1

D1W/P1

SR

Rate analysis

Site: 0 Location : PuneComputer Code No. : Default Date :

Revised on Date : 14-08-06Item No. : FDAPL/EX/I/1 Unit : per cum

Description : Excavation in soil and soft murum upto 1.5m depth


1 Materials :

2 Labours : a) Unskilled coolie for excn. 0.56 No 100.00 56.00b) Labour for backfilling 0.08 No 100.00 8.00Assuming that one pair to do excavation of 125 cft.


NIL

4 Others Shoring 1.00 L/S 10.00 10.00Dewatering 1.00 L/s 2.00 2.00



TOTAL 90.02

Excavation upto 1.5 M depth in ordinary soil or soft murum, old foundations etc. in pits, over areas and in trenches by machinery or otherwise including removing the excavated materials upto a distance of 100 M beyond building premises, stacking as directed dewatering manually or mechanically if required, shoring, strutting, preparing the bed for foundation and necessary back filling in layers including dry and wet compaction etc. complete.


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : PuneComputer Code No. : E3 Default Date : Dec 30, 99

Revised on Date : 14-08-06Item No. : FDAPL/EX/I/3 Unit : per cum

Description : Excavation in Hard Murum & boulders


1 Materials :

NIL2 Labours :

a) Unskilled coolie (Male) 0.70 No 100.00 70.00 ( It is assumed that 1 m/c + 1 f/c can excavate nearly 100cft of murum in a day with specified lead and lift)c) Add for backfilling & compaction 0.08 No 100.00 8.00


NIL

4 Others

Shoring 1.00 L/S 10.00 10.00Dewatering 1.00 L/s 2.00 2.00

Excavation upto 1.5 M depth in hard murum & boulders etc. in pits, over areas and in trenches by machinery or otherwise including removing the excavated materials upto a distance of 100 M beyond building premises, stacking as directed dewatering manually or mechanically if required, shoring, strutting, preparing the bed for foundation and necessary back filling in layers including dry and wet compaction etc. complete.



TOTAL 106.61


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis Site: 0 Location : Pune

Computer Code No. : E4 Default Date : Dec 30, 99Revised on Date : 14-08-06

Item No. : FDAPL/EX/I/5 Unit : per cum

Description : Excavation in Soft Rock


1 Materials :Nil

2 Labours :

0.18 Per day 1040.00 187.20 ( It is assumed that with a breaker needle in a day we can excavate nearly 200cft and the same with lead & lift as specified.) i.e. For 1 cum. It requires 0.18 days of breakerb) Unskilled coolie 2 nos. (Male) 0.47 No 100.00 47.00For 150 cft ( 4.25cum) 2 persons are required, therefore for one

Excavation upto 1.5 M depth in soft rock in pits and trenches by machinery or otherwise including removing the excavated materials upto a distance of 100 M beyond building premises,stacking as directed dewatering manually or mechanically if required, shoring, strutting, preparing the bed for foundation and necessary back filling in layers including dry and wet compaction etc. complete.

a) 1 Breaker Needle with breaker operator

cum 0.71 person is required Labour for backfilling 0.08 No 100.00 8.00

3 Centering & Shuttering NIL

4 Others

Dewatering 1.00 L/s 2.00 2.00



TOTAL 289.25


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis Site: 0 Location : Pune



Description : Excavation in Hard Rock by chiselling


1 Materials : NIL

2 Labours :a)1 Breaker Needle with operator 0.54 Per day 1000.00 540.00 ( It is assumed that with a breaker needle in a day we can excav- -ate nearly 65cft (1.84cum.)

Excavation upto 1.5 M depth in hard rock in pits and trenches by machinery or otherwise including removing the excavated materials upto a distance of 100 M beyond building premises,stacking as directed dewatering manually or mechanically if required, shoring, strutting, preparing the bed for foundation and necessary back filling in layers including dry and wet compaction etc. complete.

with lead & lift as specified.)i.e. For 1 cum. It requires 0.54 days of breaker

c) Unskilled coolie (Male) 1.06 No 100.00 106.00For 100 cft ( 2.83cum) 3 persons are required, therefore for one cum1.06 person for 1cum.d) Backfilling 0.08 No 100.00 8.00


NIL

4 Others Dewatering 1.00 L/s 2.00 2.00

TOTAL (A) 656.00


TOTAL (B) 675.68


TOTAL 777.03 Say Rs. 777 /- Per per cum

Prepared by :Name : ________________________________ Sign : _______________

Rate analysis

Site: 0 Location : 0Computer Code No. : E1 Default Date : Dec 30, 99

Revised on Date : 14-08-06Item No. : FDAPL/EX/I/15 Unit : per Sqm

Description : Soling 230thk. Below floor


1 Materials :

Providing and laying 230 mm thick dry trap rubble soling in plinth including filling the interstices with murum and stone chips, watering,compacting, ramming etc complete with all labour and material.

a)Rubble 0.30 Cum 500.00 149.50b)Murrum 0.02 Cum 120.00 2.40

2 Labours :

a) Unskilled coolie (Male) 0.05 No 100.00 5.40b) Unskilled coolie (Female) 0.05 No 100.00 5.40Assuming that one pair


NIL

4 Others NIL 0.00 0.00 0.00

0.00 0.00 0.00



TOTAL 192.72

Say Rs. 193 /- Per per Sqm

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/EX/I/12 Unit : per Cum

Description : Filling with selected murrum obtained from excavation

to do 200 sft. (18.59 sqm.)Of soling area

Providing & filling in plinth selected murrum obtained from excavation including spreading, levelling, watering, and ramming (in layers of 15 cms) etc. all complete (consolidated depth will be measured for payment)


1 Materials :NIL 0.00 0.00 0.00NIL

2 Labours :

a) Unskilled coolie (Male) 0.35 No 100.00 35.00Assuming that one male coolieto do100 cft. (2.83cum.)

0.09 No 100.00 9.00Net labour required = (2 / 2.83)/8


NIL

4 Others (m/c – compactor) Hire charges at 10/- per hour 1.00 1 10.00 10.00



TOTAL 63.96

Say Rs. 64 /- Per per Cum

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Providing & filling in plinth selected murrum obtained from excavation including spreading, levelling, watering, and ramming (in layers of 15 cms) etc. all complete (consolidated depth will be measured for payment)

b) Unskilled coolie (for watering & compactor) for 2 hours

Revised on Date : 14-08-06Item No. : FDAPL/EX/I/13 Unit : per Cum

Description : Filling with outside murrum


1 Materials :a) Murrum 1.30 Cum 120.00 156.00

2 Labours :

a) Unskilled coolie (Male) 0.35 No 100.00 35.00Assuming that one male coolieto do100 cft. (2.83cum.)



NIL




TOTAL 248.75

Say Rs. 249 /- Per per Cum

Prepared by :

Providing & filling in plinth murrum brought from outside including spreading, levelling, watering, and ramming (in layers of 15 cms) etc. all complete (consolidated depth will be measured for payment)

Assuming the difference of loose volume & compacted volume = 30%


Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : 1 Unit : per Cum

Item No. : FDAPL/EX/I/14 Filling with sand


1 Materials :a) Sand 1.20 Cum 850.00 1020.00

2 Labours :

a) Unskilled coolie (Male) 0.35 No 100.00 35.00Assuming that one male coolieto do 100 cft. (2.83cum.)



NIL




Providing & filling in plinth with approved sand including spreading, levelling, watering, and ramming (in layers of 15 cms) etc. all complete (consolidated depth will be measured for payment)

Assuming the difference of loose volume & compacted volume = 20%


TOTAL 1272.15

Say Rs. 1,272 /- Per per Cum

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/EX/I/16 Unit : per Sqm

Description : Antitermite treatment


1 Materials :Chemical 0.50 Ltr. 66.15 33.08

2 Labours :

0.03 No 100.00 3.10Net labour required = (1 / 4)/8


NIL

4 Others (m/c – compactor) 0.00 0.00 0.00


Providing & applying preconstructional anti termite treatment to bottom and sides of excavated surfaces by approved agency (MODE of Measurement will be on plinth area basis.)

Assuming the treatment with 10 ltr. Per sqm. Of area & 0.5 ltr. Of chemical Per 10 ltr of water (i.e 5% concentration)

a) Unskilled coolie (for spreading) for 1 hours for one footing of 4 sqm. Area



TOTAL 42.85

Say Rs. 43 /- Per per Sqm

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/EX/I/17 Unit : Cum

Description : Carting away surplus excavated earth


1 Materials :NIL 0.00

2 Labours :

0.18 No 100.00 18.00Net labour required = (0.5 / 2.83)


NIL

4 Others (m/c – tractor)

Tractor hire charges at 40/- per trip 1.00 1 40.00 40.00

Carting away the unwanted excavated,/ demolished material outside the premises and unloading and spreading it as and where required as per the rules of local authority including loading, unloading, carting, spreading etc complete.

a) Unskilled coolie 2 nos. do filling of tractor (100cft) in 15 minutes



TOTAL 68.03

Say Rs. 68 per Cum

Prepared by :

Name : _________________________________ Sign: ________________




Description : Excavation in Hard Rock by blasting


1 Materials :

a) Blasting powder 0.7 Kg. 78.75 55.13b) Detonator 2 No 8 16.00c) Safety fuse 2 rmt 4.725 9.45d) Detonating fuse 8 rmt 6.5 52

2 Labours :

a) Unskilled coolie (Male) 1.06 No 100.00 106.00For 100 cft ( 2.83cum) 3 persons

Excavation in Hard Rock for foundation by blasting including removing the excavated material upto a distance of 10m with normal lift upto 1.5m and stacking & spreading in such a way as to not disturd any site activity or as directed. Dewatering Preparing the bed for foundation & necessary back filling, watering including shoring & Shuttering etc. complete.

Per hole approx. 250 gm. Of blasting powder & one detonator is required

are required, therefore for one cum1.06 person for 1cum.


NIL

4 Others Compressor for drilling holes 0.50 120 120.00 60.00

TOTAL (A) 298.58


TOTAL (B) 307.53


TOTAL 353.66 Say Rs. 354 /- Per per cum

Prepared by :Name : ________________________________ Sign : _______________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/MISC/XI/2 Unit : per Sqm.

Description : Structural steel works


1 Materials :a) Structural steel 1.05 Mt. 30500.00 32025.00(adding 5% for wastage)b) Welding rods 155.00 No. 3.50 542.50c) Oxygen Gas 1.50 Cyli. 250.00 375.00d) DA 0.50 Cyli. 800.00 400.00c) Bolts, nuts & washers 1.00 Kg. 47.25 47.25d) Primer Painting 2.00 lts. 40.00 80.00d) Enamel Painting 5.00 lts. 110.00 550.00

2 Labours :

For fabrication & errection 1.00 Mt. 2250.00 2250.00For painting 1.00 Mt. 450.00 450.00


Nil

4 Others Welding M/C 1.00 Day 250.00 250.00

TOTAL (A) 36969.75

Providing, fabricating & erecting & fixing, cutting, bending, grinding, welding the structural steel work consisting of m.s. plates I beams channels, angles, chequered plates, including fabricating as per shop drawing including erection to required line and level and providing and fixing buts, bolts and required appropriate washers etc. complete including painting



TOTAL 43578.09

Say Rs. 43,578 /- Per per Sqm.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/MISC/XI/3 Unit : per No.

Description : 12mm dia. Fan hook


1 Materials :a) MS rods 12mm 0.28 Kg. 27.50 7.71(adding 5% for wastage)b) Sand 1.00 L/s 2.00 2.00c) Binding wire 0.05 Kg. 32.00 1.60

2 Labours :

Fitter (0.5 hrs.) 0.06 No. 150.00 9.38Helper (0.5hrs.) 0.06 No. 100.00 6.25

3 Others

Providing & fixing and securing in position box type fan hooks of 12 mm diameter MS rods 30 cm long as directed

For preparing the hook & fixing in place



TOTAL 31.75

Say Rs. 32 /- Per per No.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/MISC/XI/5 Unit : per Sqm.

Description : Chainlink fencing

Sr.No. Particulars Quantity Unit Rate per AmountConsider lengthof 24 x 1.2 = 28.8 sqm.

1 Materials :a) Chain link 18 guage 30.24 Sqm. 156.00 4717.44(adding 5% for wastage)b) U nails 2.00 Kg. 40.00 80.00c) 6mm dia. Wire 12.40 Kg. 32.00 396.80d) Concrete 1:3:6 0.40 Cum. 1979.00 783.68

2 Labours : For excavation 11 Nos. 5 55.00

0.50 No. 150.00 75.000.50 No. 100.00 50.00

Providing and erecting in position chain link fencing of GI 18 gauge, 50 mm opening size as required including fixing the angle supports in bed blocks of C:M 1:3:6 at 2.4 m c/c, ms 6 mm dia at top, U nails for fixing, etc complete with all labour and material. - 1.2 m high fencing ( Structural steel for angles,flats will be paid separately)

For poles errecting (0.5 mason & 0.5 helpers)

For fixing chain link 0.50 No. 150.00 75.00(.5 mason & 1 helpers) 1.00 No. 100.00 100.00

3 Others



Costing for 28.8 sqm. TOTAL 7464.93


Prepared by :

Name : _________________________________ Sign: ________________

300 mm

46.153846 per mt.

0.3 mm

153.84615 total rods

538.46154

28.8

12.4

33

STANDARD ITEMS OF BOQCODE NO BRIEF DESCRIPTION OF ITEMS UNIT Rate

SECTION I -Work Below Plinth

SNJ/EX/ 1 Excavation in soil and soft murum upto 1.5m depth Cum 90.02SNJ/EX/I 2 Excavation in soil and soft murum from 1.51 m to 3.0m depth Cum 99.02SNJ/EX/I 3 Excavation in hard murum and boulders upto 1.5 m depth Cum 106.61SNJ/EX/I 4 Excavation in hard murum and boulders from 1.51 to 3.0 m depth Cum 117.27SNJ/EX/I 5 Excavation in soft rock upto 1.5 m depth Cum 289.25SNJ/EX/I 6 Excavation in soft rock from 1.51 to 3.0 m depth Cum 318.18SNJ/EX/I 7 Excavation in soft rock from 3.1 m to 6.0 m depth Cum 350.00SNJ/EX/I 8 Excavation in hard rock upto 1.5m depth ( by chiselling) Cum 777.03SNJ/EX/I 9 Excavation in hard rock from 1.51m to 3m depth ( by chiselling) Cum 854.74SNJ/EX/I 10 Excavation in hard rock from 3.1m to 6.0m( by Chiselling) Cum 940.21SNJ/EX/I 11 Excavation in hard rock by blasting Cum 353.66SNJ/EX/I 12 Filling in plinth with selected murum obtained from excavation Cum 63.96SNJ/EX/I 13 Filling in plinth with murum brought from outside ( labour+material) Cum

248.75SNJ/EX/I 14 Filling in plinth sand Cum 1272.15SNJ/EX/I 15 230 mm thick dry rubble soling in plinth Sqm 192.72SNJ/EX/I 16 Providing preconstructional antitermite treatment to plinth Sqm 42.85SNJ/EX/I 17 Carting away unwanted excavated material outside the premises Cum 68.03

SECTION II-PCC Work

SNJ/PCC/II 1 Providing and laying PCC 1:5:10 beddintg Cum 2342.07SNJ/PCC/II 2 Providing and laying PCC 1:4:8 bedding Cum 2543.77SNJ/PCC/II 3 Providing and laying PCC 1:3:6 bedding Cum 3311.94SNJ/PCC/II 4 Providing and laying PCC 1:2:4 bedding CumSNJ/PCC/II 5 Providing and laying PCC 1:1.5:3 bedding CumSNJ/PCC/II 6 Providing and laying 1:4:8 plum concrete Cum 2213.56

SECTION III-RCC Work

SNJ/RCC/III 1 Cum

3281.18SNJ/RCC/III 2 Cum


5171.26SNJ/RCC/III 4 Providing and casting RCC M20 for plinth beams Cum 4840.19SNJ/RCC/III 5 Cum

5296.52SNJ/RCC/III 6 Providing and casting RCC M20 for beams in grid system Cum 5896.03SNJ/RCC/III 7 Providing and casting RCC M20 for lintels Cum 5483.82SNJ/RCC/III 8 Providing and casting RCC M20 for piles SNJ/RCC/III 9 Providing and casting RCC M20 for standard slab(thk upto 200 mm) Cum

4428.25SNJ/RCC/III 10 Providing and casting RCC M20 slab for loft Cum 5483.82

Providing and casting RCC M20 for footings, foundations, combined footings, eccentric footings, raft, pedastals,pile caps

Providing and casting RCC M20 for columns ( of any size and shpe)upto plinth and in basement

Providing and casting RCC M20 for columns ( fo any size and shape) in superstructure at all levels

Providing and casting RCC M20 for beams ( of any shape and size) at all levels

SNJ/RCC/III 11 Providing and casting RCC M20 for cantilever slab upto 2.0 m span Cum

5015.69SNJ/RCC/III 12 Providing and casting RCC M20 for sloping slab Cum 4883.83SNJ/RCC/III 13 Providing and casting RCC M20 for pyramidal slab CumSNJ/RCC/III 14 Providing and casting RCC M20 for hordi slab CumSNJ/RCC/III 15 Cum




5426.55SNJ/RCC/III 19 Providing and constructing RCC M20 for coping at all levels Cum 5837.16SNJ/RCC/III 20 Providing and constructing RCC M20 for sills at all levels Cum 5837.16SNJ/RCC/III 21 Providing and constructing RCC walls in M20 Cum 4998.77SNJ/RCC/III 22 Providing and constructing RCC M20 floor CumSNJ/RCC/III 23

SNJ/RCC/III 24 Less for providing concrete of grade M15 in lieu of M20 Cum 331.87SNJ/RCC/III 25 Extra for providing concrete of grade M25 in lieu of M20 CumSNJ/RCC/III 26 Extra for providing concrete of grade M30 in lieu of M20 CumSNJ/RCC/III 27 Extra for providing concrete of grade M35 in lieu of M20 CumSNJ/RCC/III 28 Extra for providing concrete of grade M40 in lieu of M20 CumSNJ/RCC/III 29 MT

45499.46SNJ/RCC/III 30 Welding of bars to existing reinforcement RM 49.76SNJ/RCC/III 31 Expansion joint for columns RM 1099.18SNJ/RCC/III 32 Expansion joint for beams RM 1099.18SNJ/RCC/III 33 Expansion joint for slab RM 1099.18SNJ/RCC/III 34 Providing post tensioning of beams and slab SqmSNJ/RCC/III 35 Providing anticorrosive treatment to reinforcement MT

SECTION IV-Stone /Brick masonry/Block/Siporex Masonry

SNJ/MAS/IV 1 Cum

2335.22SNJ/MAS/IV 2 Cum



2438.95SNJ/MAS/IV 5 Sqm




405.61

Providing and casting RCC M20 for folded slab upto thickness of 150mm

Providing and casting RCC M20 for chajjas at any level , of projection upto 0.75m

Providing and casting RCC M20 for pardies, parapets, fins, upstands of thickness upto 100 mm

Providing and casting RCC M20 for staircase steps and waist slab with riser upto 170 mm and tread upto 300 mm and waist slab thickness upto 200 mm.at all levels.

Extra for addition or deduction in thickness of the structural members as mentioned above , excluding form work

Providing, cutting, bending, laying reinfocement of mild steel, tor steel of various diameters including binding wire

Providing and constructing 350 mm or above brick masorny below plinth (C:M 1:6)

Providing and constructing UCR masonry in C: M 1:6 below plinth for foundation

Providing and constructing UCR masonry in C:M 1:6 for compound wall, steps, pillars in superstructure etc

Providing and constructing 350 mm thick BB masonry in superstructure for steps, walls, pillars (C:M 1:4)

Providing and constructing 230 mm thick BB masonry for walls below plinth (C:M1:6)

Providing and constructing 230 mm thick BB masorny for wall in superstructure at all levels(C:M1:6)

Providing and constructing 115 mm thick BB masorny in super structure at all levels (C:M 1:4)

Providing and constructing 150 mm thick BB masorny in super structure at all levels (C:M 1:4)

SNJ/MAS/IV 9 Providing and constructing coursed rubble masonry Cum 1967.96SNJ/MAS/IV 10 Providing and constructing 'Khandki' masonry CumSNJ/MAS/IV 11 Providing and constructing 150 mm thk concrete block masonry Sqm 451.31SNJ/MAS/IV 12 Providing and constructing 200 mm thk concrete block masonry Sqm 615.32SNJ/MAS/IV 13 Providing and constructing siporex block masonry 100 mm thick Sqm 1828.73SNJ/MAS/IV 14 Providing and constructing siporex block masonry 150 mm thick Sqm 135.21SNJ/MAS/IV 15 Providing and constructing siporex block masonry 200 mm thick Sqm 137.64

SECTION V- PLASTERING AND POINTING

SNJ/PLAST/V 1 Providing and applying 12 mm thick internal cement plaster C:M 1:4 Sqm

111.94SNJ/PLAST/V 2 Sqm

136.15SNJ/PLAST/V 3 Providing and applying 12mm back coat plaster behind dado C:M 1:4 Sqm



268.20SNJ/PLAST/V 6 Providing and applying 20 mm thick rough cast plaster SqmSNJ/PLAST/V 7 Providing and applying pebble dash plaster SqmSNJ/PLAST/V 8 Providing and applying special finish RENOVO or other such plasters Sqm

SNJ/PLAST/V 9 Providing and making flush groove pointing to brick/block masonry Sqm 63.90SNJ/PLAST/V 10 Providing and making flush groove pointing to stone masonry Sqm 91.88SNJ/PLAST/V 11 Providing and making sunk pointing to stone masonry Sqm 89.84

SECTION VI-FLOORING WORK

SNJ/FLOOR/VI 1 Providing and laying IPS floor 50 mm thick with ghotai Sqm 173.66SNJ/FLOOR/VI 2 Sqm

334.03SNJ/FLOOR/VI 3 Sqm



625.65SNJ/FLOOR/VI 6 Providing and laying marble stone flooring Sqm 1462.74SNJ/FLOOR/VI 7 Providing and laying Kotah stone flooring Sqm 606.28SNJ/FLOOR/VI 8 Providing and laying granite stone flooring Sqm 2438.35SNJ/FLOOR/VI 9 Providing and laying tandur stone flooring Sqm 590.30SNJ/FLOOR/VI 10 Providing and laying polished shahabad flooring Sqm 358.07SNJ/FLOOR/VI 11 Providing and laying rough shahabad flooring Sqm 285.58SNJ/FLOOR/VI 12 Providing and laying Jaisalmer stone flooring SqmSNJ/FLOOR/VI 13 Providing and laying ceramic tile flooring Sqm 674.99SNJ/FLOOR/VI 14 Providing and laying vitrified tile flooring Sqm 1188.05SNJ/FLOOR/VI 15 Providing and laying rough vitrified tile flooring Sqm 1188.05

Providing and applying 20 mm thick sandface cement plaster C:M 1:5 in one coat

Providing and applying 20 mm thick sand faced cement plaster in two coats first coat with 1:5 & second with 1:4

Provding and applying 25 mm thick plaster to toilet sunks and sides, internally to water tanks with waterproofing compound

Providing and laying marble mosaic tile flooring 25cmx25cm size - grey cement based

Providing and laying marble mosaic tile flooring 30cmx30cm size - grey cement based

Providing and laying marble mosaic tile flooring 25cmx25cm size - white cement based

Providing and laying marble mosaic tile flooring 30cmx30cm size - white cement based

SNJ/FLOOR/VI 16 Providing and laying designer tiles - interlocking type Sqm 707.57SNJ/FLOOR/VI 17 Provding and laying interlocking paving blocks Sqm 399.42SNJ/FLOOR/VI 18 Provding and laying chequered tiles Sqm 307.84SNJ/FLOOR/VI 19 Sqm




704.78SNJ/FLOOR/VI 23 Providing and laying marble stone skirting Sqm 153.85SNJ/FLOOR/VI 24 Providing and laying Kotah stone skirting Sqm 68.94SNJ/FLOOR/VI 25 Providing and laying granite stone skirting Sqm 268.72SNJ/FLOOR/VI 26 Providing and laying tandur stone skirting Sqm 63.21SNJ/FLOOR/VI 27 Providing and laying polished shahabad skirting SqmSNJ/FLOOR/VI 28 Providing and laying rough shahabad skirting SqmSNJ/FLOOR/VI 29 Providing and laying Jaisalmer stone skirting SqmSNJ/FLOOR/VI 30 Providing and laying ceramic tile skirting Sqm 71.20SNJ/FLOOR/VI 31 Providing and laying vitrified tile skirting Sqm 1225.37SNJ/FLOOR/VI 32 Providing and laying rough vitrified tile skirting Sqm 1225.37SNJ/FLOOR/VI 33 Providing and laying ceramic tile dado Sqm 725.03SNJ/FLOOR/VI 34 Providing and laying marble stone dado SqmSNJ/FLOOR/VI 35 Providing and laying Kotah stone dado SqmSNJ/FLOOR/VI 36 Providing and laying granite stone dado SqmSNJ/FLOOR/VI 37 Providing and laying tandur stone dado SqmSNJ/FLOOR/VI 38 Providing and laying marble stone for treads and risers Sqm 162.61SNJ/FLOOR/VI 39 Providing and laying Kotah stone for treads and risers Sqm 895.36SNJ/FLOOR/VI 40 Providing and laying granite stone for treads and risers Sqm 306.70SNJ/FLOOR/VI 41 Providing and laying tandur stone for treadsand risers Sqm 72.94SNJ/FLOOR/VI 42 Providing and laying Jaisalmer stone for treads and risers SqmSNJ/FLOOR/VI 43 Providing marble for window sills and jambs Sqm 1395.58SNJ/FLOOR/VI 44 Provding kotah stone for window sills and jambs Sqm 653.57SNJ/FLOOR/VI 45 Providing granite stone for window sills and jambs Sqm 2681.12SNJ/FLOOR/VI 46 Providing tandur stone for window sills and jambs Sqm 609.21SNJ/FLOOR/VI 47 RM

5005.23a. Kadappa slab 40 mm thick as base to granite stone slab.b. Granite stone slab 20 mm thick with polishing,

d. One shelf of granite below platform

f. 4" height granite fascia with edge polish

As per item no 56 above but with marble stone top slab RM 3388.21

RM

1800.22SNJ/FLOOR/VI 50 Providing and laying vitrified tile dado Sqm 1262.44SNJ/FLOOR/VI 51 Provding and laying interlocking paving blocks (heavy duty) Sqm 578.39

Providing and laying marble mosaic tile skirting 125mm size - grey cement based

Providing and laying marble mosaic tile skirting 150 mm size - grey cement based

Providing and laying marble mosaic tile skirting 125mm size - white cement based

Providing and laying marble mosaic tile skirting 150 mm size - white cement based

Providing, making and erecting in position kitchen platform with following specifications. Width of platform 2'3" and height 32" top

c. Making hole for single bowl stainless steel sink with edge polishing to cut surface of stones

e. 2 no of vertical supports of kadappa stone with both side polish and edge polish

As per item no 56 above but with polished kadappa top slab 50 mm thick.

SECTION V :DOORS & WINDOWS

1

RM 468.23

2 As per item no 1 above but for door size 900 x 2100 mm RM

3 As per item no 1 above but for door size1000 x 2100 mm RM



6RM 934.46

7 As per item no 6 above but for door size 900 x 2100 mm RM




11RM 579.47

12 As per item no11 above but for door size 900 x 2100 mm RM



15 As per item no11 above but for door size1500 x 2100 mm RM

16

Sq.M 1097.63

Providing and fixing in position door frames in correct line, level and plumb of Teak Wood of size 4" x2.5" including applying coal tar to the surface coming in contact with masorny including 6 no of MS hold fasts fixed in concrete bedblocks in masonry ( 6"x6" size), MS rod at bottom to keep the frame in position etc complete with all labour and material. - door size 750mm x 2100 mm

As per item no 01 but with granite door frame of size 170 mm x 20 mm and extra patti for rebate formation for 35 mm thick shutter. Door size 750 x 2100 mm

As per item no 01 but with marble door frame of size 170 mm x 20 mm and extra patti for rebate formation for 35 mm thick shutter. Door size 750 x 2100 mm

Providing and fixing in position flush block board door shutters 35 mm thick including 25 mm lipping patti, both faces finished with commercial teak ply, including fixing with 4 no of hinges, required screws etc complete. - single shutter - size of door - 750 x 2100 mm

17 As per item no 16 above but for door size of 900 x 2100 mm Sq.M 1138.66

18 As per item no 16 above but for door size of 1000 x 2100 mm Sq.M 1284.05

19 As per item no 16 above but for double shutter door of size 1200 x 2100Sq.M

20 As per item no 16 above but for double shutter door of size 1500 x 2100Sq.M

21Sq.M 432.01

22

a. Aldrop 250 mm size Nob. Tadipatti Noc. Tower bolts Nod. PVC gattu Noe. Door stopper Nof. D type handles No

23 Providing and fixing following Aluminium fittings and fixtures for doors


24


25


26No

Providing and fixing laminate of approved colour and shade to doors including all labour and material

Providing and fixing following MS powder coated fittings and fixtures for doors

Providing and fixing following stainless steel fittings and fixtures of D-line or equivalent make for doors

Providing and fixing following brass fittings and fixtures of D-line or equivalent make for doors

Providing and fixing night latch of approved brand to door with all hardware and accessories required

No

27No

28

29

30

31

32

33

34

35

36

37

Providing and fixing in position automatic door closure of approved make including all labour and material complete.

No

Providing and fixing peep hole / eye piece of approved make to doors including all labour and material complete

Providing, making and erection in correct line, level and plumb aluminium sliding window with powder coated sections as per detail design and drawing including all accessories such as locking arrangement, rollers, wool pile in tracks, EPDM gaskets, screws, 4 mm thick clear float glass etc complete with all labour and material.- 2 track sliding window

As per item no 29 above but with aluminium colour anodised sections -do-

Providing, making and erection in correct line, level and plumb aluminium sliding window with powder coated sections as per detail design and drawing including all accessories such as locking arrangement, rollers, wool pile in tracks, EPDM gaskets, screws,4 mm thick clear float glass etc complete with all labour and material.- 3 track sliding window with mosquito net

As per item no 31 above but with colour anodised aluminium sections -do-

Providing, making and erection in correct line, level and plumb aluminium sliding window with powder coated sections as per detail design and drawing including all accessories such as locking arrangement, rollers, wool pile in tracks, EPDM gaskets, screws, 6 mm thick clear float glass etc complete with all labour and material.- 4 track sliding window, with mosquito net


Providing, making and erection in correct line, level and plumb aluminium sliding window with powder coated sections as per detail design and drawing including all accessories such as locking arrangement, rollers, wool pile in tracks, EPDM gaskets, screws,6 mm thick clear float glass etc complete with all labour and material.- 5 track sliding window, with mosquito net


Providing and fixing in position aluminium openable windows with powder coated sections, with all accessories such as hinges, peg stays, 4 mm thick clear float glass, beading, EPDM gaskets, etc complete with all labour and material

38 As per item no 37 above but with colour anodised sections -do-

39

40

41

42 As per item no 31 above but with colour anodised aluminium sections

43

1018.76

44797.86

45

1274.64

46

SECTION VIII - WATERPROOFING WORKS

SNJ/WP/VIII 1 Waterproofing of terrace with brick bat coba upto 115 mm thk Sqm 344.17

Providing and fixing in position aluminium louvered windows with powder coated sections as per detail design and drawing with all accessories and 4 mm thick frosted glass for louvers etc complete.

Providing and fixing in position aluminium louvered windows with colour anodised sections as per detail design and drawing with all accessories and 4 mm thick frosted glass for louvers etc complete.

Providing and erecting in position fixed glazing with aluminium powder coated sections as per detail design and drawing, including all accessories such as polysulphide sealants, stainless steel clips, 12 mm thick glass, all required scaffolding other labour and material complete the item in all respects.

Providing, fabricating and fixing in position for grills & railings in Powder coated MS tubular sections of all shapes and size, with weight upto 15 kg / sqm, as per detail design and drawing, all labour and material complete.

Providing, fabricating and fixing in position for grills & railings in MS tubular sections with enamel paint of all shapes and size, with weight upto 15 kg / sqm, as per detail design and drawing, all labour and material complete.

Providing and fixing in position MS glazed windows with Z section, 4 mm thick clear float glass, 10 mm MS square bars at 120 mm c/c, reqired springs, putty and two coats of oilpaint etc complete.

Providing and fixing in position Sintex door shutters to already fixed granite frame for toilet doors with all accessories complete.

SNJ/WP/VIII 2 Waterproofing of toilet sunks with brick bat coba filling Cum 2818.39SNJ/WP/VIII 3 Box type waterproofing for basement walls and wherever required Sqm

604.85SNJ/WP/VIII 4 Chemical waterproofing to terrace and toilet sunks Sqm 344.17

SECTION IX - PAINTING

SNJ/PAINT/IX 1 White wash Sqm 4.71SNJ/PAINT/IX 2 Dry distemper Sqm 19.39SNJ/PAINT/IX 3 Oil bound distemper Sqm 35.59SNJ/PAINT/IX 4 Synthetic enamel (oil paint) Sqm 46.26SNJ/PAINT/IX 5 Plastic emulsion Sqm 71.68SNJ/PAINT/IX 6 Lustre paint Sqm 66.92SNJ/PAINT/IX 7 Cement paint Sqm 36.19SNJ/PAINT/IX 8 Sandtex paint Sqm 70.77SNJ/PAINT/IX 9 Anti fungal paint such as ACE Sqm 91.34SNJ/PAINT/IX 10 Aluminium paint to structural steel Sqm

SECTION X - ROOFING WORK

SNJ/ROOF/X 1 AC sheet roofing SqmSNJ/ROOF/X 2 AC ridges RMSNJ/ROOF/X 3 AC sheet cladding SqmSNJ/ROOF/X 4 AC flashig SqmSNJ/ROOF/X 5 AC gutters SqmSNJ/ROOF/X 6 Precoated sheet roofing SqmSNJ/ROOF/X 7 Precoated ridges RMSNJ/ROOF/X 8 Precoated sheet cladding SqmSNJ/ROOF/X 9 Precoated sheet flashing SqmSNJ/ROOF/X 10 Precoated sheet gutters SqmSNJ/ROOF/X 11 Aluminium sheet roofing SqmSNJ/ROOF/X 12 Aluminium ridges RMSNJ/ROOF/X 13 Aluminium sheet cladding SqmSNJ/ROOF/X 14 Aluminium flashings SqmSNJ/ROOF/X 15 Aluminium gutters SqmSNJ/ROOF/X 16 FRP sheet roof SqmSNJ/ROOF/X 17 FRP ridges RMSNJ/ROOF/X 18 FRP sheet cladding SqmSNJ/ROOF/X 19 FRP sheet flashing SqmSNJ/ROOF/X 20 FRP gutters SqmSNJ/ROOF/X 21 Mangalor tiles with frame work SqmSNJ/ROOF/X 22 Pan tile roofing on exsting slab SqmSNJ/ROOF/X 23 FRP domes SqmSNJ/ROOF/X 24 Polycarbonate sheet domes/ roof covering Sqm

SECTION XI - MISCELLANEOUS WORKS 1.73136.42

SNJ/MISC/XI 1 MT

330.40SNJ/MISC/XI 2 Box type fan hooks No

Structural steel fabrication and erection wherever required for trusses, stanchions, and such other industrial activities.

SNJ/MISC/XI 3 Anchor fasteners NoSNJ/MISC/XI 4 Kg

SNJ/MISC/XI 5 ACP sheet cladding SqmSNJ/MISC/XI 6 Chain link fencing 4' height SqmSNJ/MISC/XI 7 Chain link fencing 8' height SqmSNJ/MISC/XI 8 Barbed wire fencing Sqm

Fabrication and erection of steel required for railings of balconies, staircases, terraces etc with painting

Rate analysis

Site: 0 Location : PuneComputer Code No. : D1 Default Date : Dec 30, 99

Revised on Date: 14-08-06Item No. : FDAPL/DW/VII/1 Unit : Rmt.

Description : Providing & fixing TW frame (4"x 2.5")


1 Materials :a) Cement 0.18 Bags 245.00 44.10b) Sand ( as approved) 0.01 Cum 1060.00 13.78c) MS Holdfast 6.00 Nos. 10.00 60.00

1.36 Cft 1200.00 1632.00e) MS Tie rod 8mm 0.34 Kg. 27.50 9.28f) Coal tar 0.50 Kg. 25.00 12.50

2 Labours :

Carpenter for frame making 0.68 Nos. 200.00 136.00Helper for frame making 0.27 Nos. 100.00 27.20

0.00Mason for fixing of frame 0.50 Nos. 150.00 75.00Unskilled labour 0.20 Nos. 80.00 16.00

3 Others Nil 0.00 0.00 0.00



Total costing for (0.9+2.1*2 = 5.1Rmt.) TOTAL 2387.98 Say Rs. 468 /- Per Rmt.

Prepared by :

Name : _________________________________ Sign: ________________

Providing and fixing in position door frames in correct line, level and plumb of Teak Wood of size 4" x2.5" including applying coal tar to the surface coming in contact with masorny including 6 no of MS hold fasts fixed in concrete bedblocks in masonry ( 6"x 6" size), MS rod at bottom to keep the frame in position etc complete with all labour and material. - door size 900mm x 2100 mm

d) Teak wood (4*2.5/144*17.83)*1.1 = 1.362

(0.5 carp + 0.2 help are required per cft of frame making)

Rate analysis

Site: 0 Location : 0Computer Code No. : D1 Default Date : Dec 30, 99


Description : P/F Granite frame (170x20)


1 Materials :a) Cement 0.18 Bags 245.00 44.10b) Sand ( as approved) 0.01 Cum 1060.00 13.78c) MS Holdfast 6.00 Nos. 10.00 60.00d) Granite with 10% wastage 1.77 Sqm. 1695.00 2995.07

e) MS Tie rod 8mm 0.34 Kg. 27.50 9.28f) White / colour cement 0.25 Kg. 30.00 7.50

2 Labours :

1.77 Sqm. 516.00 913.32

3 Others Nil 0.00 0.00 0.00



Total costing for (0.9+2.1*2 = 5.1 Rmt.) TOTAL 4765.74


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


As per item no 01 but with granite door frame of size 170 mm x 20 mm and extra patti for rebate formation for 35 mm thick shutter. Door size 900x 2100 mm

((0.9+.09*2+2.1*2+.05*2)*.17) + ((.86+2.08*2+.05*2)*(.17-.035)) = 1.606 x 1.1 = 1.77

Labour rate for cutting, fixing & moulding of frame


Description : P/F Marble frame (170x20)


1 Materials :a) Cement 0.18 Bags 245.00 44.10b) Sand ( as approved) 0.01 Cum 1060.00 13.78c) MS Holdfast 6.00 Nos. 10.00 60.00d) Marble with 10% wastage 1.77 Sqm. 946.00 1671.58

e) MS Tie rod 8mm 0.34 Kg. 27.50 9.28f) White / colour cement 0.25 Kg. 30.00 7.50

2 Labours :

1.77 Sqm. 396.00 700.92

3 Others Nil 0.00 0.00 0.00



Total costing for (0.9+2.1*2 = 5.1 Rmt.) TOTAL 2955.32


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date: 14-08-06Item No. : FDAPL/DW/VII/4 Unit : Sqmt.

As per item no 01 but with marble door frame of size 170 mm x 20 mm and extra patti for rebate formation for 35 mm thick shutter. Door size 900x 2100 mm

((0.9+.09*2+2.1*2+.05*2)*.17) + ((.86+2.08*2+.05*2)*(.17-.035)) = 1.606 x 1.1 = 1.77

Labour rate for cutting, fixing & moulding of frame

Description : P/F flush shutter 35mm


1 Materials :a) Shutter 35mm thk. 1.36 Sqm. 968.00 1312.61(2.055 x 0.66 = 1.356b) Brass Hinges 75mm 4.00 No 20.00 80.00c) Brass screws 25mm 16.00 No 1.50 24.00

2 Labours :

Carpenter for fixing shutter 0.20 Nos. 200.00 40.00Helper for fixing shutter 0.10 Nos. 100.00 10.00

4 Others

Nil 0.00 0.00 0.00



Total costing for (0.75*2.1 = 1.575 sqmt.) TOTAL 1728.76

Say Rs. 1,098 /- Per Sqmt.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date: 14-08-06Item No. : 31 Unit : Sqmt.

Description : P/F flush shutter 35mm (internal door)




1 Materials :a) Shutter 35mm thk. 1.67 Sqm. 968.00 1611.72(2.055 x 0.81 = 1.356)b) Brass Hinges 100mm 4.00 No 35.00 140.00c) Brass screws 25mm 16.00 No 1.50 24.00

Labours : 2 Carpenter for fixing shutter 0.20 Nos. 200.00 40.00

Helper for fixing shutter 0.10 Nos. 100.00 10.00


4 Others Nil 0.00 0.00 0.00





Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : P/F flush shutter 35mm (internal door)




1 Materials :a) Shutter 35mm thk. 2.89 Sqm. 1016.40 2937.40(2.055 x 1.41 = 1.356b) Brass Hinges 125mm 8.00 No 35.00 280.00c) Brass screws 50mm 32.00 No 2.00 64.00

2 Labours :

Carpenter for fixing shutter 0.50 Nos. 200.00 100.00Helper for fixing shutter 0.50 Nos. 100.00 50.00

3 Others

Nil 0.00 0.00 0.00





Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : P/F Laminate of appr. shade & colour


Providing and fixing in position flush block board door shutters 35 mm thick including 25 mm lipping patti, both faces finished with commercial teak ply, including fixing with 8 no of hinges, required screws etc complete. - double shutter - size of door - 1500 x 2100 mm




1 Materials :a) Laminate sheet of 1 mm thk. 1.00 Sqm. 310.00 310.00b) Fevicol 0.05 Kg. 250.00 12.50

1.00 L/S 10.00 10.00

2 Labours :

0.07 Nos. 200.00 14.00Helper 0.20 Nos. 100.00 20.00

3 Others Nil 0.00 0.00 0.00



TOTAL 432.01

Say Rs. 432 /- Per Sqmt.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date: 14-08-06Item No. : 31 Unit : Door.

Description : P/F MS powder coated fittings

c) Sundry material (plywood pieces & 0.5" nail)

Carpenter for fixing & polishing of laminates

(0.2 carp + 0.2 help are required for fixing the sheet of 4'x8' I.e = 2.88 sqm.) & 0.25 help for polishing

Providing and fixing following MS powder coated fittings and fixtures for doors, including Aldrop 250mm, tadipatti, towerbolts, PVC gattu, door stopper, D type handle.


1 Materials :a. Aldrop 300 x 16mm size 1.00 Nos. 0.00 0.00b. Tadipatti 1.00 Nos. 0.00c. Tower bolts 1.00 Nos. 0.00d. PVC gattu 1.00 Nos.e. Door stopper 1.00 Nos.f. D type handles 2.00 Nos.g) Screws 24.00 Nos.

2 Labours : Carpenter for fixing 0.20 Nos. 200.00 40.00Helper 0.75 Nos. 100.00 75.00

4 Others Nil 0.00 0.00 0.00



TOTAL 135.56

Say Rs. 136 /- Per Door.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : P/F Alluminium fittings

Providing and fixing following MS powder coated fittings and fixtures for doors, including Aldrop 250mm, tadipatti, towerbolts, PVC gattu, door stopper, D type handle.

(0.2 carp + 0.75 help are required for fixing the fittings for one door)

Providing and fixing following Alluminium fittings and fixtures for doors, including Aldrop 250mm, tadipatti, towerbolts, PVC gattu, door stopper, D type handle.



Labours :

2 Carpenter for fixing 0.20 Nos. 200.00 40.00Helper 0.75 Nos. 100.00 75.00

Centering & Shuttering 3 Nil

Others

4 Nil 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



TOTAL 268.17


Providing and fixing following Alluminium fittings and fixtures for doors, including Aldrop 250mm, tadipatti, towerbolts, PVC gattu, door stopper, D type handle.


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : P/F stainless steel fittings



Labours :



Others

4 Nil 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Providing and fixing following stainless steel fittings and fixtures for doors, including Aldrop 250mm, tadipatti, towerbolts, PVC gattu, door stopper, D type handle.




TOTAL 268.17


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : P/F Brass fittings



Labours :


Providing and fixing following Brass fittings and fixtures for doors, including Aldrop 250mm, tadipatti, towerbolts, PVC gattu, door stopper, D type handle.



Others

4 Nil 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



TOTAL 268.17


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : P/F Night latch

Providing and fixing night latch of approved brand to door with all hardware and accessories required


1 Materials :a) Night Latch 1.00 Nos. 0.00

b) Screws 24.00 Nos.

Labours :



Others

4 Nil 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



TOTAL 70.73


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : P/F Automatic door closer

(0.2 carp + 0.2 help are required for fixing the latch for one door)



1 Materials :

1.00 Nos. 0.00b) Screws 24.00 Nos.

Labours :



Others

4 Nil 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



TOTAL 70.73


Prepared by :

Name : _________________________________ Sign: ________________


a) Automatic door closer (godrej or equivalent)

(0.2 carp + 0.2 help are required for fixing )

Rate analysis



Description : P/F eye piece


1 Materials :a) Eye piece 1.00 Nos. 0.00b) Screws 24.00 Nos.

Labours :



Others

4 Nil 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



Providing and fixing peep hole / eye piece of approved make to doors including all labour and material complete

(0.1 carp + 0.1 help are required for fixing the latch for one door)

TOTAL 35.36


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date: 14-08-06Item No. : 31 Unit : Sqm.

Description : P/F MS powder coated grills & railing


1 Materials :a) Steel sections 15.00 Kg. 32.00 480.00b) Nails 0.20 Kg. 32.00 6.40c) Cement 0.05 Bag 245.00 12.25

2 Labours :

For fabricating & fixing in position 15.00 Kg. 8.00 120.00Mason for finishing 0.10 No. 200.00 20.00For powder coating 1.27 Sqm. 161.40 205.62

For paint touch up 1.00 L/s 20.00 20.00

4 Others

Nil 0.00 0.00 0.00



TOTAL 1018.76

Providing, fabricating and fixing in position for grills & railings in Powder coated MS tubular sections of all shapes and size, with weight upto 15 kg / sqm, as per detail design and drawing, all labour and material complete.

(Assuming ave. 40x40x1.5mm section of medium wt. Surface area for 1.884 kg. = 0.16 sqm.)Surface area for 15kg. = 1.274 sqm.

Say Rs. 1,019 /- Per Sqm.

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date: 14-08-06Item No. : 31 Unit : Sqm.

Description : P/F MS grills & railing with enamel paint


1 Materials :a) Steel sections 15.00 Kg. 32.00 480.00b) Nails 0.20 Kg. 32.00 6.40c) Cement 0.05 Bag 245.00 12.25

2 Labours : For fabricating & fixing in position 15.00 Kg. 8.00 120.00Mason for finishing 0.10 No. 200.00 20.00For enamel painting 1.27 Sqm. 30.00 38.22

3 Others

Nil 0.00 0.00 0.00 0.00 0.00 0.00



TOTAL 797.86

Providing, fabricating and fixing in position for grills & railings in MS tubular sections of all shapes and size, with weight upto 15 kg / sqm, as per detail design and drawing, painted with one coat of zinc chromate & two coats of enamel paint,all labour and material complete.

(Assuming ave. 40x40x1.5mm section of medium wt. Surface area for 1.884 kg. = 0.16 sqm.)Surface area for 15kg. = 1.274 sqm.

Say Rs. 798 /- Per Sqm.

Prepared by :

Name : _________________________________ Sign: ________________


Computer Code No. : D1 Default Date : Dec 30, 99Revised on Date: 14-08-06

Item No. : 31 Unit : Sqm.Description : P/F MS Z section windows

Sr.No. Particulars Quantity Unit Rate per AmountAssuming the window size to be = 1.2 x 1.2m

1 Materials :a) MS Zsections (25mm) 9.60 Rmt. 45.00 432.00b) 10mm Sq. bars 8.00 Rmt. 23.55 188.40

1.44 Sqm. 325.00 468.00d) MS holdfast 4.00 Nos 20.00 80.00e)f) Nails 0.10 Kg. 32.00 3.20g) Cement 0.05 Bag 78.75 3.94

1.00 L/s 56.00 56.00I) Putty 0.80 Kg. 20.00 16.00

2 Labours :

20.97 Kg. 10.00 209.68Mason for finishing 0.10 No. 200.00 20.00For enamel painting 1.08 Sqm. 30.00 32.40For fixing glass 0.32 No. 150.00 47.52(0.22 glazier reqd. for each Sqm.)

4 Others Nil 0.00 0.00 0.00



Total costing for 1.2 x 1.2m TOTAL 1835.48

Providing and fixing in position MS glazed windows with Z section, 4 mm thick clear float glass, 10 mm MS square bars at 120 mm c/c, required springs, putty and two coats of oilpaint etc complete.

c) 4mm thk. Float glass (with 5% wastage)

h) Fittings (stopper, handle, pin hinges I.e = 26+10+20)

For fabricating & fixing in position (9.6*1.53+8*.785 = 14.2 kg.

Say Rs. 1,275 /- Per Sqm.

Prepared by :

Name : _________________________________ Sign: ________________

backup calculation

Page 1

Item / description Qty. Rate Amount RemarksPCC (1:3:6)LabourFor pouringMale coolie 0.75 80 60Female coolie 0.75 80 60

120

Mason for finishing 0.05 150 7.5

Carpenter for shuttering ( 2sqm per cum.) 0.2 130 26 One carpenter can do 10 sqm. Per dayHelper for shuttering 0.2 100 20 One helper can do 10 sqm. Per dayAdd for deshuttering @ 25% 11.5

57.5 Assuming 75mm thk. For 2x2 size ftg. 2.2 sqm

Material cost of shuttering 0.0192

80 2.6m

939.139278.2616

RCC M20 for footings 152.4528Assuming Size of 1.5x1.5x.4LabourFor pouring 1.6Male coolie 0.67 80 53.6 Conc. = 1.5*1.5*.4 = 0.9cumFemale coolie 0.67 80 53.6 shutt = 1.5 * 4 *.4 = 2.4

107.2 shutt / cum = 2.4/0.9 =2.670.9


Con = 2.15*2.15*.075 = 0.35 shutt. = 2.15*4*.075 = .65

Area of shuttering = 2 sqm. Per cum of concrete, for each Sqm. Cost = 23.5 / .65 = 36.15 add 4 rs. For nails & oil etc.

For wooden runner (2.15x4*3.28*4*4/144)*225 = (705) / 30 = 23.5 rs. Per 0.65 sqm.

4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*5*225/-

One mason can do finishing of 9 cum. ( 10 ftgs. )

backup calculation

Page 2

Carpenter for shuttering (approx = 3.0 sqm) 0.3 130 39 One carpenter can do 10 sqm. Per dayHelper for shuttering 0.3 100 30 One helper can do 10 sqm. Per dayAdd for deshuttering @ 25% 17.25 0.3

86.25Material cost of shuttering

136.2

RCC M20 for Columns superstrucureAssuming col. Of 600x230LabourFor pouringMale coolie 1.1 80 88Female coolie 1.1 80 88

176

Mason for finishing 0 150 0

Carpenter for shuttering (10 sqm. Shutt / cum) 1.25 130 162.5 One carpenter can do 8 sqm. Per dayHelper for shuttering 1.25 100 125 One helper can do 8 sqm. Per dayAdd for deshuttering @ 25% 71.875

359.375Material cost of shuttering 4.98

Area of shuttering = 3 sqm. Per cum of concrete, for each Sqm. Cost = 45.4/-

1000 rs. For plywood + 750 rs. For wooden runner = (1000+750)/2.88 = 608 rs. Per Sqm. With 20 uses cost per sqm = 608/20 = 30.4, Add 5/- for supports & 10/-. For nails & oil etc. Total = 30.4+5+10 =45.4


backup calculation

Page 3

1040

(65.9+4+24)0.0833333333333333

RCC M20 for Columns below plinth 900assuming column size of 600*230LabourFor pouringMale coolie 0.9 80 72Female coolie 0.9 80 72

144

Mason for finishing 0 150 0

Carpenter for shuttering (10sqm / cum. Of conc.) 1 130 130 One carpenter can do 10 sqm. Per dayHelper for shuttering 1 100 100 One helper can do 10 sqm. Per dayAdd for deshuttering @ 25% 57.5


820 6713.599

671.3599

44.75732667

Area of shuttering = 10 sqm. Per cum of concrete, for each Sqm. Cost = 93.9 + 10/- for wirenails & shuttering oil

1000 rs. (for plywood) + 900 rs. (for wooden runner) = (1000+900)/2.88 = 659 rs. Per Sqm. + Rs.4 for supports + 24Rs. For chavis


One mason can do finishing of 12 cum. (4 ftgs. )

Area of shuttering = 10 sqm. Per cum of concrete, for each Sqm. Cost = 71.9 + 10/- for wirenails & shuttering oil

1000 rs. (for plywood) + 900 rs. (for wooden runner) = (1000+900)/2.88 = 659 rs. Per Sqm. Assuming 15 uses rate per use = 43.9/- add Rs.4 for supports + 24Rs. for chavis. Total = 43.9+4+24 = 71.9/-


backup calculation

Page 4

RCC M20 for beamsLabourFor pouringMale coolie 1.1 80 88Female coolie 1.1 80 88

176

Mason for finishing 0.1 150 15 One mason can do finishing of 10 cum.

Carpenter for shuttering (10sqm percum.) 1.67 130 217.1 One carpenter can do 6 sqm. Per dayHelper for shuttering 1.67 100 167 One helper can do 6 sqm. Per dayAdd for deshuttering @ 25% 96.025


992.25

RCC M20 for Plinth & tie beams 63.5833333333333Labour 84.5For pouringMale coolie 1.1 80 88Female coolie 1.1 80 88

176

Mason for finishing 0.07 150 10.5 One mason can do finishing of 15 cum.

Area of shuttering = 10.5 sqm. Per cum of concrete, for each Sqm. Cost =97.3, add 10/- for shuttering oil & nails, total = 84.5+10 =94.5

1000 rs. (for plywood) + 1200 rs. (for wooden runner) = (1000+1200)/2.88 = 763 rs. Per Sqm. With 12 repetetion rate per sqm = 63.58, add Rs.5 for supports + 16 Rs. For chavis Total = 63.5+5+16 = 84.5

4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*8*225/- =1200/-

4*4 chavis of 4 feet in length (4 nos). with 25uses, cost = ((4*4*4*4/144)*225) /25

backup calculation

Page 5

Carpenter for shuttering ( 10sqm per cum.) 1.25 130 162.5 One carpenter can do 8 sqm. Per dayHelper for shuttering 1.25 100 125 One helper can do 8 sqm. Per dayAdd for deshuttering @ 25% 71.875


750

RCC M20 for lintel beamsLabourFor pouringMale coolie 1.5 80 120Female coolie 1.5 80 120

240

Mason for finishing 0.07 150 10.5 One mason can do finishing of 15 cum.1.75

Carpenter for shuttering ( 12sqm per cum.) 2 130 260 One carpenter can do 6 sqm. Per dayHelper for shuttering 2 100 200 One helper can do 6 sqm. Per dayAdd for deshuttering @ 25% 115

575Material cost of shuttering

996

Area of shuttering = 10 sqm. Per cum of concrete, for each Sqm. Cost =65, add 10/- for shuttering oil & nails, total = 65+10 =75

1000 rs. (for plywood) + 1200 rs. (for wooden runner) = (1000+900)/2.88 = 659rs. Per Sqm. With 15 repetetion rate per sqm = 43.9, add Rs.5 for supports + 16 Rs. For chavis Total = 44+5+16 = 65

4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*6*225/- =1200/-

Area of shuttering = 12sqm. Per cum of concrete, for each Sqm. Cost = 731 / 10 =73, add 10/- for shuttering oil & nails

1000 rs. For plywood + 900 rs. For wooden runner = (1000+900)/2.88 = 659 rs. Per Sqm. + 2x(120/10) for 2 no. for supports Total = (659+72)

backup calculation

Page 6

731RCC M20 for grid beamsLabourFor pouringMale coolie 1.5 80 120Female coolie 1.5 80 120

2400.0666666666666667

Mason for finishing 0.07 150 10.5 One mason can do finishing of 15 cum.1.75

Carpenter for shuttering ( 12qm per cum.) 2 130 260 One carpenter can do 6 sqm. Per dayHelper for shuttering 2 100 200 One helper can do 6 sqm. Per dayAdd for deshuttering @ 25% 115


1344

RCC M20 for lift wallsLabourFor pouringMale coolie 1.1 80 88Female coolie 1.1 80 88

176

Mason for finishing 0 150 0 One mason can do finishing of 15 cum.1.6

Carpenter for shuttering ( 8sqm per cum.) 1.6 130 208 One carpenter can do 5 sqm. Per day


Area of shuttering = 12sqm. Per cum of concrete, for each Sqm. Cost = 102 , add 10/- for shuttering oil & nails

1000 rs. For plywood + 1200 rs. For wooden runner = (1000+1200)/2.88 = 764 rs. Assuming 12uses rate Per Sqm. = 63.6, Add 8/- for supports + 30rs for chavis Total = (63.6+8+30)

4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*8*225/- & Chavis 4' long 6 nos with 20 uses (4*4*4/144*225*6/20)

backup calculation

Page 7

Helper for shuttering 1.6 100 160 One helper can do 5 sqm. Per dayAdd for deshuttering @ 25% 92


776

RCC M20 for slabLabourFor pouringMale coolie 1 80 80Female coolie 1 80 80

160

Mason for finishing 0.1 150 15 One mason can do finishing of 10cum.1.75

Carpenter for shuttering ( 7sqm per cum.) 1 130 130 One carpenter can do 7 sqm. Per dayHelper for shuttering 1 100 100 One helper can do 7 sqm. Per dayAdd for deshuttering @ 35% 80.5


682.5

LabourFor pouringMale coolie 1.5 80 120

Area of shuttering = 8sqm. Per cum of concrete, for each Sqm. Cost = 87, add 10/-for shuttering oil & nails

1000 rs. For plywood + 900 rs. For wooden runner = (1000+900)/2.88 = 659 rs. Assuming 12 uses rate Per Sqm. = 54.91, Add 8/- for supports + 24rs for chavis Total = (55+8+24)


Area of shuttering = 7sqm. Per cum of concrete, for each Sqm. Cost = 87.5 , add 10/- for shuttering oil & nails

Hire charges for plate = 20/- per month, we have two uses per month, i.e rate per sqm = 20, add for wooden runners 4”x4” @ 3no. per sqm.(37.5/-), add for ballies at 2.5*120/10(30) = 20+37.5+30 = 87.5/-

RCC M20 for parapet fins drop walls upto 125mm thk.

backup calculation

Page 8

Female coolie 1.5 80 120240

Mason for finishing 0.05 150 7.5 One mason can do finishing of 20cum.1.75



1520

RCC M20 forStaircases regular(with waist slab upto 175mm)LabourFor pouringMale coolie 1.25 80 100Female coolie 1.25 80 100

200

Mason for finishing 0.25 150 37.5 One mason can do finishing of 4cum.



800


1000 rs. For plywood + 900 rs. For wooden runner = (1000+900)/2.88 = 659 rs. With 12 uses rate per Sqm. =54.91 Add 6/- for supports + 24rs for chavis Total = (55+6+24) = 85


1000 rs. For plywood + 1200 rs. For wooden runner = (1000+1200)/2.88 = 764 rs. Per Sqm. + 8x(120/10) for 8 no. for supports + 32rs for chavis Total = (764+96+32)

backup calculation

Page 9

892763.888888888889

RCC M20 for folded Staircases (with thickness upto 150mm)LabourFor pouringMale coolie 1.5 80 120Female coolie 1.5 80 120

240

Mason for finishing 0.25 150 37.5 One mason can do finishing of 4cum.

Carpenter for shuttering (12sqm per cum.) 3 130 390 One carpenter can do 4 sqm. Per dayHelper for shuttering 3 100 300 One helper can do 4 sqm. Per dayAdd for deshuttering @ 35% 241.5


1224908

Reinforcement steel cutting, bending & fixingLabour for 1Mt. Of steel

Fitter 8 110 880Helper 8 100 800Foremen 0.2 175 35Add for straightning & transportation @ 25% 428.75

2143.75

Providing & fixing PVC sleeve of 40mm dia.Material cost of sleeves

Labour 0.434782608695652


1000 rs. For plywood + 1200 rs. For wooden runner = (1000+1200)/2.88 = 764 rs. Per Sqm. + 8x(120/10) for 8 no. for supports + 48rs for chavis Total = (764+96+48)

For ave. 125 kg. Of steel we require one pair of F/H

backup calculation

Page 10

Carpenter 0.43 130 55.955.9 13.75

Providing & fixing UCR masonary in plinth

1.25 times rubble required than the actual

0.235571260306243Labour 4.245mason 0.46 150 69 0.176678445229682

Unskilled labour (2 nos) 1.2 80 96165

Providing & fixing UCR masonary for Compound wall etc.


Labourmason 0.46 150 69 87.719298245614

Unskilled labour ( 2 nos per mason) 1.2 80 96Add for corner stones & 87

252

Providing & laying 350mm thk. Below plinth

194.346289752.3206

One carpenter can do 10 sleeves of 230mm length i.e total = 2.3m

One mason pair to do 150cft. (I.e.4.245cum) of UCR

One mason pair to do 150cft. (I.e.4.245 cum) of UCR

add for corner stones preparation , assuming 3.0m length & 1.5m height, corner stones required 30nos @ 5/- for (.38*3*1.5 = 1.71 cum. I.e 150/1.71 = 87rs. Per cum.

500 nos. bricks required for one cum of BBM.

backup calculation

Page 11

Labour 1.21951219512195mason 0.56 150 84 3.5375

Unskilled labour ( 2 nos per mason) 1 80 80164

Providing & laying 350mm thk. In superstructure

Labourmason 0.35 150 52.5

Unskilled labour ( 2 nos per mason) 0.7 80 56108.5

Scaffolding / sand screening etc. 0.57 80 45.6

Providing & laying 230mm thk. Below plinth


Unskilled labour ( 2 nos per mason) 0.216 80 17.2833.48

Providing & fixing 230thk. BBM in superstructure500 nos. of bricks per cum. Of masonary


Unskilled labour ( 2 nos per mason) 0.216 80 17.28

One mason pair to do 125ft. (I.e.3.53 cum) of BBM


One mason pair to do 200cft. (I.e.5.66 cum) of BBM

Unskilled labour 2 nos. for 1 hour for 10 sqm area ( 3.5cum.)


One mason pair to do 150cft. (I.e.4.25 cum = 18.5 sqm.) of BBM

One mason pair to do 150cft. (I.e.4.25 cum = 18.5 sqm.) of BBM

backup calculation

Page 12

41.58

Scaffolding etc. 0.083 80 6.64

Sand screening 0.0552 53 2.99.6

Providing & fixing 115 thk.BBM in superstructure500 nos. of bricks per cum. Of masonary


Unskilled labour (2 nos) 0.2 80 1641.5



Providing & fixing 150 thk.BBM in superstructure

Labourmason 0.2 150 30

Unskilled labour (2 nos) 0.2 80 16 0.0346


Sand screening 0.03 53 1.6

Unskilled labour 2 nos. for 1 hour for 3 sqm area

For 1sqm. I.e .23 x .2 = 0.046 cum of sand required. (150 per brass)

One mason pair & 3 male coolie to do 12sqm.. Of BBM



48nos. Of bricks of 230*150*75 are required for 1sqm.



For 1sqm. I.e .15 x .2 = 0.03 cum of sand required. (rate 150/- per brass)

backup calculation

Page 13

8.2

Providing & laying coursed rubble masonary



Unskilled labour ( 2 nos per mason) 0.7 80 56Add for corner stones 87

add for face dressing of stones 0.24 175.00 41.22One mason can do 150 cft. Of face dressing

253.22


Sand screening 0.07 53 3.710.429.7 Rate per cum.

Providing & fixing 150 thk.hollow block


Unskilled labour (2 nos) 0.11 80 8.8 18.5873605925.3

One mason pair to do 150cft. (I.e.4.52 cum) of rubble masonary

For corner stones preparation , assuming 3.0m length & 1.5m height, corner stones required 30nos @ 5/- for (.38*3*1.5 = 1.71 cum. I.e 150/1.71 = 87rs. Per cum.



24nos. Of blocks of 150*150*300 are required for 1sqm.

One mason pair & 2 male coolie to do 18sqm.. Of BBM (2 brass)

backup calculation

Page 14


Sand screening 0.03 53 1.6 0.1938.2

Providing & fixing 200 thk.hollow block


Unskilled labour (2 nos) 0.11 80 8.825.3



Providing & fixing 100 thk.Siporex block












One mason pair & 2 male coolie to do 18sqm.. Of BBM (2 brass)



backup calculation

Page 15










Sand screening 0.04 53 2.18.8 18.75

Providing & laying 12mmthk. Internal neeru plaster



One mason pair & 2 male coolie to do 18sqm.. Of BBM (150 sft. = 16.4 Sqm.)




One mason pair & 2 male coolie to do 18sqm.. Of BBM (150 sft. = 16.4 Sqm.)



backup calculation

Page 16

Unskilled labour (2 nos) 0.2 80 16 One mason can do 10 sqm. Of plaster36



Providing & laying 25mmthk. Double coat plaster





Providing & laying waterproof plaster for toiletsun/sides & Tanks






For 1sqm. I.e 1 x .012 = 0.012 cum of sand required. (150 per brass I.e. 53 / cum)

19mm of Ist coat in 1:5 & 6mm 2nd coat of 1:4

One mason can do 7to 8 sqm. Of plaster & unskilled labour @2 per mason


For 1sqm. I.e 1 x .025 = 0.025 cum of sand required. (150 per brass)

19mm of Ist coat in 1:4 & 6mm Final coat of cement

One mason can do 5 sqm. Of plaster & unskilled labour @2 per mason

Unskilled labour at 2 nos can clean upto 10sqm. Area for receiving plaster


backup calculation

Page 17


Providing & laying sunk pointing to brickwork


Unskilled labour (2 nos) 0.1 80 8




Providing & laying sunk pointing to Stone masonary






Providing & laying 20mmthk. single coat plaster20mm one coat in 1:5

For 1sqm. I.e 1 x .025 = 0.025 cum of sand required. (150 per brass)

One mason can do 10 sqm. Of pointing & unskilled labour @1 per mason

Unskilled labour at 1 nos can clean upto 20sqm. Area for receiving poitnting


For 1sqm. I.e (1 x .025)*.3 = 0.008 cum of sand required. (150 per brass)

One mason can do 7.5 sqm. Of pointing & unskilled labour @1 per mason

Unskilled labour at 1 nos can clean upto 20sqm. Area for receiving poitnting


For 1sqm. I.e (1 x .025)*.3 = 0.008 cum of sand required. (150 per brass)

backup calculation

Page 18





Providing & laying 12mmthk.backcoat to dado works

Labourmason 0.07 200 14Unskilled labour (2 nos) 0.2 80 16 One mason can do 15 sqm. Of plaster

30



Providing & laying POP over walls & ceiling20mm one coat in 1:5



Scaffolding / sand screening etc. 0.1 80 8

Providing & laying 230thk. Soling



For 1sqm. I.e (1 x .02) = 0.02 cum of sand required. (150 per brass)


For 1sqm. I.e (1 x .012) = 0.012 cum of sand required. (150 per brass)


Unskilled labour 1 nos. for 0.5 hour for 4.35 sqm area ( 1 / .23 = 4.35 sqm.)

backup calculation

Page 19

20mm one coat in 1:5



Scaffolding / sand screening etc. 0.1 80 8

RCC M20 for sloping slabLabourFor pouring

Male coolie 1.25 80 100Female coolie 1.25 80 100 1.25

200


Carpenter for shuttering ( 8sqm per cum.) 1.33 130 172.9 One carpenter can do 6 sqm. Per dayHelper for shuttering 1.33 100 133 One helper can do 6 sqm. Per dayAdd for deshuttering @ 35% 107.065


682.5

RCC M20 for Cantilever slabs upto 2.0m spanLabourFor pouring

Male coolie 1 80 80


Unskilled labour 1 nos. for 0.5 hour for 4.35 sqm area ( 1 / .23 = 4.35 sqm.)

Assuming that one pair of labour to 0.8 cum of slab concreting

Two masons can do finishing of 150 sqm. Of slab

Area of shuttering = 7sqm. Per cum of concrete, for each Sqm. Cost = 87.5 , add 10/- for shuttering oil & nails

Hire charges for plate = 20/- per month, we have two uses per month, i.e rate per sqm = 20, add for wooden runners 4”x4” @ 3no. per sqm.(37.5/-), add for ballies at 2.5*120/10(30) = 20+37.5+30 = 87.5/-

Assuming that one pair of labour to 1 cum of slab concreting

backup calculation

Page 20

Female coolie 1 80 80 1.25160


Carpenter for shuttering ( 7 sqm per cum.) 1.17 130 152.1 One carpenter can do 6 sqm. Per dayHelper for shuttering 1.17 100 117 One helper can do 6 sqm. Per dayAdd for deshuttering @ 35% 94.185


892.5117.5

RCC M20 forCopings & sills 20Labour 66.6666666666667For pouring Size of coping = 0.15 x .10

Male coolie 1.33 80 106.4Female coolie 1.33 80 106.4 1.33333333333333

212.8

Mason for finishing 0.44 150 66

Carpenter for shuttering (20sqm per cum.) 2 130 260 One carpenter can do 10 sqm. Per dayHelper for shuttering 2 100 200 One helper can do 10 sqm. Per dayAdd for deshuttering @ 35% 161


Two masons can do finishing of 200 sqm. Of slab of 150mm thk.

Area of shuttering = 7 sqm. Per cum of concrete, for each Sqm. Cost = 117.5 , add 10/- for shuttering oil & nails

Hire charges for plate = 20/- per month, we have two uses per month, i.e rate per sqm = 20, add for wooden runners 4”x4” @ 3no. per sqm.(37.5/-), add for ballies at (2.5*120)*2/10 i.e. Rs.(60) = 20+37.5+60 = 117.5/-

Assuming that one pair of labour to 50 Rmt of Coping

one masons can do finishing of 100 Rmt. Of coping

backup calculation

Page 21

122050.9333333333333

IPS 50mm thk. LabourFor pouring

Male coolie 0.1 80 8Female coolie 0.1 80 8

16

Mason for finishing 0.1 150 15Mason helper 0.1 80 8

23

Carpenter for shuttering ( 7 sqm per cum.) 0.034 130 4.42

Helper for shuttering 0.034 100 3.4Add for deshuttering @ 35% 2.737 area = 4x1.58x3x.05 = .948 sqm.

10.557Shutt per sqm of IPS = 1.264/10 = 0.0948

Material cost of shuttering

4

IPS 50mm thk. LabourFor pouring

Area of shuttering =13 sqm. Per cum of concrete, for each Sqm. Cost = 764 / 15 = 50.93 , add 10/- for shuttering oil & nails

1000 rs. For plywood + 1200 rs. For wooden runner = (1000+1200)/2.88 = 764 rs. Per Sqm.

Assuming that one pair of labour to 10 sqm of IPS (4 panels of 2.5 sqm I.e. =1.58x1.58)

one masons can do finishing of above 4 panels of 10 sqm.

One carpenter can do shuttering of about 6.0sqm per day

One carpenter can do shuttering of about 6.0sqm per day

Area of shuttering = 0.1sqm. Per sqm of IPS Cost of shutt =23.35 x.1 = 2.35, add 1/- for shuttering oil & nails

Wooden runners of 4"x3" of 2.0m long cost = (4x3/144)*1.58*3.28*12*225 = 467/-, with 20uses = 23.35

backup calculation

Page 22

Male coolie 0.1 80 8Female coolie 0.1 80 8

16


23For Kitchen Otta ;Assuming the size of Kitchen otta = 3.0m x 0.75m x 0.810m Ht. 812.8Material costKaddappaBase 2.46 220.00 541.2vertical support 1.215 220.00 267.3Granite 3.675top 2.34 1695.00 3973.72Facia in length & Ht. 0.376 1695.00 637.32Granite shelf (1.5x.75) 1.125 1695.00 1906.88

3.854.0425

4.2299125

Box type waterproofing LabourFor laying shahabad over mortar bed of 40mm

Male coolie 0.1 80 8Mason 0.1 80 8

16






backup calculation

Page 23

23

backup calculation

Page 24

ply

battem

ballies

1.34

backup calculation

Page 25

0.375

1.5625

backup calculation

Page 26

2.0875

backup calculation

Page 27

2.00

1.25

Rate analysis

Site: 0 Location : PuneComputer Code No. : P1 Default Date : Dec 30, 99


Description : Ext. Plaster single coat mortor ratio (1:5)



2 Labours :

for Plastering 1.00 Sqm 41.60 41.60


Nil

4 Others

1.00 Sqm 7.70 7.70



TOTAL 136.15


Providing sand faced plaster externally in cement mortor in all position for a coat of 15 to 20mm thk. in c.m. 1:5 finishing the surface taking out grains and curing for twenty one days scaffolding etc. complete.

Scaffolding & sand screening charges

Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis


Revised on Date : 14-08-06Item No. : FDAPL/PLAST/V/4 Unit : per sqm

Description : External Plastering Double coat



2 Labours :



Nil

4 Others

1.00 Sqm 7.97 7.97


Providing & applying 23 mm av. Th 1:3 c.m. sand faced plaster in 2 coats (base coat of 15 mm th and finishing coat of 8 mm th) to concrete & brick surfaces, risers or otherwise including mixing plasticizers & waterproofing compound supplied free as directed as including curing, scaffolding, corners, & edges, bands, splays, grroves, drips, offsets (for which no extra payment will be made) curing etc. complete.

Scaffolding & sand screening charges


TOTAL 166.52


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Internal Neeru Plaster CM (1:4)-12mm thk.


1 Materials :a) Cement 0.13 Bags 245.00 31.85b) Sand 0.01 Cum 1060.00 14.84c) Neeru 0.10 Bags 50.00 5.00

2 Labours :



Nil

4 Others

Scaffolding charges 1.00 Sqm 7.28 7.28

Providing & applying av. 12 mm thick 1:4 C.M. plaster with Neeru finish to concrete and brick surfaces including scaffolding, curing etc. complete and also including corners, edge bands, splays, grooves, offsets etc. for which which no extra payment will be made.



TOTAL 111.94


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Internal Neeru Plaster CM (1:4) - 20mm thk.


1 Materials :a) Cement 0.17 Bags 245.00 41.65b) Sand 0.02 Cum 1060.00 25.44c) Neeru 0.10 Bags 50.00 5.00

2 Labours : for Plastering work 1.00 Sqm 36.00 36.00


Providing & applying av. 2 cm thick 1:4 C.M. plaster with Neeru finish to concrete and brick surfaces including scaffolding, curing etc. complete and also including corners, edge bands, splays, grooves, offsets etc. for which which no extra payment will be made.

4 Others Scaffolding charges 1.00 Sqm 7.28 7.28



TOTAL 135.99


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : 0Computer Code No. : P2 Default Date :

Revised on Date : 14-08-06ITEM NO - FDAPL/PLAST/V/10

Unit : per sqm

Description : Waterproof plaster


1 Materials :a) Cement 0.34 Bags 245.00 83.30b) Sand 0.03 Cum 1060.00 31.80c) Waterproofing compound 0.34 Kg. 40.00 13.60

Extra for providing chemical admixtures in plastering for waterproofing as per manufacturer's specifications.( Pidilite / Laticrete / Roffee/ Fosroc or any other approved make)

2 Labours :



Nil

4 Others

Sand screening & material shifting1.00 Sqm 7.97 7.97



TOTAL 268.20


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : 0Computer Code No. : P2 Default Date : Dec 30, 99

Revised on Date : 14-08-06Item no - FDAPL/PLAST/V/8 Unit : per sqm

Description : Pointing to brick masonary


1 Materials :

Providing and making flush groove pointing to brick / block / stone masonry in C:M 1:3 including scaffolding, curing, cleaning complete with all labour and material.

a) Cement 0.03 Bags 245.00 7.35b) Sand 0.01 Cum 1060.00 5.30

2 Labours :

for Pointing 1.00 Sqm 34.50 34.50


Nil

4 Others

Sand screening & scaffolding 1.00 Sqm 7.06 7.06



TOTAL 63.90


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis

Site: 0 Location : 0Computer Code No. : P2 Default Date :


Description : Pointing to Stone masonary

Item No. : 24 / IV 6



0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2 Labours :

for Pointing 1.00 Sqm 36.90 36.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


Nil

4 Others

Sand screening & scaffolding 1.00 Sqm 7.06 7.06 0.00 0.00 0.00 0.00 0.00 0.00



TOTAL 89.84


Prepared by :

Name : _________________________________ Sign: ________________

Providing and making sunk pointing to brick or stone masonry in C:M 1:3 including scaffolding, curing, cleaning etc complete with all labour and material.

Rate analysis



Description : P/A POP plaster to walls

Providing POP plaster to walls


1 Materials :a) POP 0.13 Bags 0.00 0.00

0.00 Cum 0.00 0.000.00 Bags 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2 Labours :

for POP work 1.00 Sqm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


4 Others Scaffolding charges 1.00 Sqm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


TOTAL (B) 0.00

Item No. : 26 / IV 10


TOTAL 0.00


Prepared by :

Name : _________________________________ Sign: ________________

Rate analysis



Description : Back coat for dado work 1:4)



2 Labours :

for Plastering work 1.00 Sqm 30.00 30.00


4 Others

Providing & applying av. 12 cm thick 1:4 C.M. plaster without Neeru finish to concrete and brick surfaces including scaffolding, curing etc. complete and also including corners, edge bands, splays, grooves, offsets etc. for which which no extra payment will be made.(behind tile dado)

B430

node6:

Scaffolding charges 1.00 Sqm 7.28 7.28



TOTAL 93.98


0.3040.006080.170240.02432

0.1354

Rate analysis

Site: 0 Location : PuneComputer Code No. : R1 Default Date :

Revised on Date : 14-08-06Item No. : FDAPL/RCC/III/22 Unit : MT

Description : Reinforcement works

Sr.No. Particulars Quantity Unit Rate per Amount1 Materials :

a) Reinforcement steel 1.00 MT 36000.00 36000.00b) Binding wire 12.00 Kg 38.00 456.00

2 Labours :

for reinforcement works including 1.00 MT 2143.75 2143.75cutting, bending, binding etc. including T & P etc. complete.


Nil

4 Others



TOTAL 45499.46

Say Rs. 45,499 /- Per MT

Providing and laying in position reinforcemnt steel of various diameters incluidng cutting bending, binding with binding wire for all RCC work like footings, columns, beams, slabs, paradise staircases, chajjas, walls, etc. as per RCC Specialist's design & drawing details with necessary bending, laying, binding, with binding wire, etc. complete. Rate to include all lead & lift.

Prepared by :

Name : _________________________________ Sign: ________________

Site Name : 0 Location : Pune

SINGLE LINE ESTIMATION

Sr.No. Description Unit Quantity Rate1 Excavation in soil and soft murum upto 1.5 per cum 0 902 Err:509 Err:509 0.00 Err:5093 Excavation in Hard Murum & boulders per cum 0.00 1074 Excavation in Soft Rock per cum 0.00 2895 Excavation in Hard Rock by chiselling per cum 0.00 7776 P.C.C. (1 :2:4 ) per cum 0.00 33127 P.C.C. (1 : 4: 8 ) per cum 0.00 25448 Err:509 Err:509 0.00 Err:5099 C.C. M20 for Footing, raft per cum 0.00 3281

10 Err:509 Err:509 0.00 Err:50911 C.C. M20 for superstructure Columns per cum 0.00 517112 Err:509 Err:509 0.00 Err:50913 C.C. M20 for floor Beams per cum 0.00 529714 Err:509 Err:509 0.00 Err:50915 C.C. M20 for slab per cum 0.00 442816 C.C. M20 for Staircase per cum 0.00 542717 RCC M20 for Pardi, fins per cum 0.00 628118 UCR In plinth per cum 0.00 198519 Brick masonary 35cm thk. Below plinth per cum 0.00 233520 Brick work 35cm thk. In superstructure per cum 0.00 243921 Plinth Masonry 23cm thk Err:509 0.00 208622 Err:509 Err:509 0.00 Err:50923 Ext. Plaster single coat mortor ratio (1:5) per sqm 0.00 13624 External Plastering Double coat per sqm 0.00 16725 Internal Neeru Plaster CM (1:4)-12mm thk. per sqm 0.00 11226 Err:509 Err:509 0.00 Err:50927 Grey Mosaic Tile Flooring of 25cm x 25cm per sqm 0.00 33428 Err:509 Err:509 0.00 Err:50929 Err:509 Err:509 0.00 Err:50930 Err:509 Err:509 0.00 Err:50931 Err:509 Err:509 0.00 Err:50932 Brickbat water proofing for toilets per Cum 0.00 281833 Brickbat water proofing for terrace per sqm 0.00 34434 Chemical w/p for terrace, toilets per sqm 0.00 32735 Reinforcement works MT 0.00 4549936 Structural steel works per Sqm. 0.00 4357837 12mm dia. Fan hook per No. 0.00 3238 Chainlink fencing per Sqm. 0.00 25939 0 0 0.00 040 0.03 0.00 041 0 0.005 042 0 0.005 043 44 45 46 47 48 49 50

Total :

0Pune

SINGLE LINE ESTIMATION

Amount0.00

Err:5090.000.000.000.000.00

Err:5090.00

Err:5090.00

Err:5090.00

Err:5090.000.000.000.000.000.000.00

Err:5090.000.000.00

Err:5090.00

Err:509Err:509Err:509Err:509

0.000.000.000.000.000.00

Err:509

rate analysis for site concept, all item

Documents