name of work : detailed estimate of proposed raw …

-- 1.1 1

1.801.80 1.80 112.80 1 396.58 cum 44,734.22 3.1 2

0.151.80 1.80 2310.85 3 33.05 cum 76,373.59

0.1565.80 15.00 2800.90 4 148.05 cum 414,673.25

2.1 3

1

1.401.80 171.36 0.8066.20 105.92 0.8015.00 72.00 0.806.00 14.40

Total 73.80 363.68 sqm 26,839.581.406.90 183.50 6 656.88 sqm 120,537.48

1

DETAILED ESTIMATE

Name of Work :

As per SOR :

ITEM DESCRIPTION N AMOUNTRATEUNITQTYH/DBLREFSN

Pg.Powered By : Estimate Maker Software

DETAILED ESTIMATE OF PROPOSED RAW MATERIAL EXTRACTION PLANT DRYER & PULVARISER SHEDS FOR HERBALMEDICINE MANUFACTURING UNIT VIDHAN SABHA ROAD RAIPUR [CG].SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]

Excavation for all types andsizes of foundations, trenchesand drains or for any otherpurpose including disposal ofexcavated stuff upto 1.5 m liftand lead upto 50m (at least 5maway from the excavatedarea), including dressing andleveling of pits.

68In all types of soil Providing and laying nominal

mix cement concrete withcrushed stone aggregate usingconcrete mixer in foundation,plinth and at ground levelexcluding cost of form work.

681:3:6 (1 cement : 3 coarsesand : 6 graded stoneaggregate 40mm nominalsize).


Providing and fixingformwork including centering,shuttering, strutting, staging,propping bracing etc. completeand including its removal atall levels, for:

Foundations, footings, base ofcolumns and plinth beam inany shape and size.

68-col 30x402plinth beam 20x406-do----3

68Columns, Pillars, Piers andlikes- rectangular or square in

9

0.8015.00 72.00 0.2066.20 26.48 0.2015.00 18.00 0.206.00 3.60 0.601.80 16.20

Total 136.75 136.28 sqm 18,636.29 3.4 4

2

0.401.70 1.70 78.61 0.401.80 0.30 14.69 0.406.90 0.30 56.30 0.4066.20 0.20 21.18 0.406.00 0.20 2.88 0.4015.00 0.20 14.40 0.1066.20 0.20 2.65 0.1015.00 0.20 1.80 0.081.80 0.60 1.30

Total 3290.90 193.81 cum 637,809.33 3.14 5

46.80 1 22600.00 kg 1,057,680.00

7.17 6

4

2



shape7.50-[0.4+0.10]

Beams, lintels, cantilevers &walls

6----do----2coping 20x106----do----3

15-windows Providing and laying nominal

mix reinforcement cementconcrete with crushed stoneaggregate using concretemixer in all works upto floorfive level excluding cost ofreinforcement and form work.

1:1½:3 (1 cement : 1½ coarsesand : 3 graded stoneaggregate 20mm nominalsize).

68col footing68up to PL level68COLUMNS Up to roof level

2X2plinth & lintel beam 20x402X3 2x6-do----

2coping 20x156----do----

15window chhajja Providing and placing in

position reinforcement forR.C.C. work includingstraightening, cutting,bending, binding etc. completeas per drawings including costof binding wire all complete:

Thermo-Mechanically treated Assuming quantity of steel as 1.5% of RCC =bars 22600 kg

Brick work with modularfly-ash lime bricks (FALGBricks) confirming toIS:12894-2002 of classdesignation 40 in foundationand plinth in:

Cement Mortar 1:6 (1 cement

7.6061.20 0.20 186.05 7.0013.80 0.20 115.92 3.005.60 0.20 10.08

130.00 3.004.00 0.20 -14.40 1.201.20 0.20 -4.32

Total 2231.55 423.33 cum 944,682.06 11.2 7

3

7.5015.00 1350.00

8.5066.20 2250.80 3.006.00 108.00

130.00 3.004.00 -144.00 1.201.20 -43.20

Total 72.90 3651.60 sqm 266,201.640.8566.00 15.00 316.751.18 841.50 cum 266,545.138

66.20 15.00 245.4012.3 993.00 sqm 243,682.209

3



: 6 coarse sand)2b/w 1.0+7.50-[0.4+0.4+0.1]6-do----3 traingular portion 6x7.5x1.5x0.5x2x0.20 = 13.0 cum

6Deduction--shutters15Deduction--w

12mm thick cement plaster of

mix: In Cement Mortar 1:5 (1

cement : 5 fine sand)6x2-do---- av l= 10.20, av ht

=4.752x2 2x3

traingular portion2x6Deduction--shutters

2x15Deduction--w

1Providing and filling in plinthwith sand/ Crusher dust andhard moorum under floor inlayers not exceeding 20cm indepth consolidating eachdeposited layer by rammingand watering, includingdressing etc. complete.

152 mm thick cement concreteflooring with under layer of40mm thick cement concrete1:2:4 (1 cement : 2 coarsesand : 4 graded stoneaggregate 20mm nominal size)and top layer of 12 mm thickcement metallic hardenerconcrete mix 1:2 (1 cementhardener mix : 2 stoneaggregate of 6 mm size byvolume) with metallichardening compound ofapproved quality mixed withcement in ratio of 4:1 (4cement : 1 metallic floorhardening compound byweight) including finishingetc. complete.

9.23 10

4.00 3.00 1042.95 1 72.00 sqm 75,092.40 259.109.16 150.00 kg 38,865.0011

9.3 12

4



Supplying and fixing rollingshutter of approved makesmade of M.S. laths interlockedtogether through their entirelength and jointed together atthe end by end locks, mountedon specially designed pipeshaft with brackets, sideguides and arrangements forinside and out side lockingwith push and pullarrangement complete butexcluding the cost of top coverand spring.

680x1.25mm M.S. Laths Providing and fixing glazed

doors windows and partitionsfabricated from 0.6mm coldrolled low carbon steel (IS:277) of deep drawing quality,primer coated upto 5 micronswith thermosetting epoxyresin, painted with polyesterpowder coating 50 micronsthick. The size of profiles forexternal frame shall be46x52mm, for internal shutterframe 46x46mm and for midand bottom cross bar of doors23x100mm. Joints mitred atcorners, brackets made of1.2mm thick CRCA steelstrips, styles frame to be fittedto concrete/ masonry walls bymeans of self expendingscrews.

Steel work in tubular structurein built-up sections, trussesand frame work includingcutting, hoisting, fixing inposition upto a height of 5mabove plinth level, consistingof columns trusses, roof andbottom purlins, base plate,holding down bolts, wind tiesbracing (if required), bolts,nuts and washers for fastening

65.85 1 9000.00 kg 592,650.00 10.1 13

66.20 16.00 639.30 2 1059.20 sqm 677,146.56

10.5 14

66.20 409.35 2 66.20 metre 27,098.97

14.5 15

29.75 1 1800.00 sqm 53,550.00

14.12 16

47.25 1 1851.00 sqm 87,459.75

5



etc. complete with applying apriming coat of red oxide zincchromate primer.

Hot finished welded tubes Providing corrugated G.I.

sheet roofing includingvertical/ curved surfaces fixedwith galvanized iron, J or Lhooks, bolts and nuts 8mmdiameter with bitumen andG.I. limpet washers or withG.I. limpet washers filled withwhite lead including paintingwith primer and paint onoverlapping of sheets completeexcluding the cost of purlinsrafters and trusses. (Zinccoating not less than 272gms/sqm)

10.80 mm thick sheet (weight7.03 kg/m2)

Providing ridges or hips of60cm overall width in plainG.I. sheet fixed withgalvanized washers J or Lhooks, bolts and nuts 8mmG.I. limpet and bitumenwashers complete.

10.80 mm thick sheet with zinccoating not less than 275gm/sqm

Distempering with acrylicwashable distemper to give aneven shade.

On new work (Two or morecoats)

Painting new exterior surface(two or more coats) withPREMIUM TEXTURED paintas per manufacturer'sspecifications to giveprotective and decorativefinish including cleaningwashing of surface etc.complete with:

On new work (Two or morecoats )

14.18 17

1

4.00 3.00 72.00 1.20 1.20 21.60 500.00

Total 46.30 593.60 sqm 27,483.685697741.14

10%Add Above 569774.115%Add Above 284,887.063%Add Above 170,932.23

6,723,334.5467,23,000.00

6


Say Rs.


Painting on new work (two ormore coats) to give an evenshade with:

Satin synthetic enamel paint(top most approved brandedquality)

6-rolling shutters15-w

-truss etc

As per SOR Total Estimate Amount Rs.Extra for Internal Indusrial & External Electrification

Extra for Water Supply FittingsExtra for Contingency (For Works More than 5 Lacs)

Total Estimate Amount Rs.

Rs Sixty Seven Lac Twenty Three Thousand Only.

Er YOGESH SHARMA Associate Civil Engineer

CITCON RAIPUR (C.G.)

-- 1.1 1

1.801.80 1.80 112.80 1 699.84 cum 78,941.95 3.1 2

3

0.151.80 1.80 58.32 0.1515.40 5.20 12.01 0.1514.60 11.85 25.95 0.1571.40 16.40 175.64 0.1516.40 8.95 22.02

Total 2310.85 293.94 cum 679,251.25 2.1 3

6

5.25 1.20 756.00 3.35 1.20 241.20

Total 183.50 997.20 sqm 182,986.20

1

DETAILED ESTIMATE

Name of Work :

As per SOR :



DETAILED ESTIMATE OF PROPOSED GF & FF FOR ASHWA ARISHTA AVLEHA OIL CAPSULE & TABLET MANUFACTURINGCHAMBES AND TESTING LABORATORY FOR HERBAL MEDICINE MANUFACTURING UNIT VIDHAN SABHA ROAD RAIPUR[CG].SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]





120columns1Under floor1 1 1 Providing and fixing

formwork including centering,shuttering, strutting, staging,propping bracing etc. completeand including its removal atall levels, for:

Columns, Pillars, Piers andlikes- rectangular or square inshape 20X40LENGTH - 6.50 + 2.0 =8.50

120 60

-- - 9

0.8071.40 913.92

0.8012.50 440.00 0.8014.40 46.08 0.8046.20 73.92 0.8014.60 23.36 0.8031.00 49.60

Total 136.75 1546.88 211,535.840.8071.40 228.48 0.8012.50 110.00 0.8014.40 23.04 0.8046.20 36.96 0.8014.60 11.68 0.8031.00 24.80

Total 136.75 434.96 sqm 59,480.78 8

2.40 0.60 43.20 16.00 5.80 92.80 14.60 11.85 173.01 71.40 16.40 1170.96 16.40 8.95 146.78 40.00 15.50 620.00 18.50 4.00 74.00

Total 147.35 2320.75 sqm 341,962.51 3.4 4

2

0.401.70 1.70 138.72 0.403.30 0.20 31.68 0.403.35 0.20 16.08 0.082.40 0.60 3.46 0.1216.00 5.80 11.14 0.1214.60 11.85 20.76

2



-Beams, lintels, cantilevers &walls

4X4LINTEL & SLAB BEAMS20X 40FOR GF & FF

4X11X BEAMS2X2DO

2-DO2 2

4plnth BEAMS 20X4011X BEAMS2DO1-DO1 1 Suspended floors, roofs, access

platform, balconies (plainsurfaces) and shelves (cast insitu)

30CHHAJJA GF + FF1GF1 1GF1 1FF1Staircase Providing and laying nominal



120COLUMN FOOTINGS120Columns Up to slab level60Columns up to slab FF30CHHAJJA GF + FF1GF1

0.1271.40 16.40 140.52 0.1216.40 8.95 17.61 0.1240.00 15.50 74.40 0.4071.40 0.20 114.24

0.4012.50 0.20 55.00 0.4014.40 0.20 6.91 0.4046.20 0.20 11.09 0.4014.60 0.20 2.34 0.4031.00 0.20 4.96 0.1218.50 4.00 8.88

Total 3290.90 657.79 cum 2,164,721.11 3.14 5

46.80 1 77000.00 kg 3,603,600.00

7.4 6

1

3.3571.40 0.20 47.84

3.3512.50 0.20 276.38 3.3514.40 0.20 19.30 3.3546.20 0.20 30.95 3.3514.60 0.20 9.78 3.3531.00 0.20 20.77 2.101.50 0.20 -25.20 1.201.50 0.20 -10.80

Total 2231.55 369.02 cum 823,486.58 7.5 7

1

3.3571.40 0.20 47.84 3.3512.50 0.20 92.13

Total 221.65 139.97 cum 31,024.35

3



1GF1 1FF

5X4PLINTH LINTEL & SLABBEAMS 20X 40FOR GF & FF

5X11X BEAMS3X2DO

3-DO2 2 1Staircase Providing and placing in


Thermo-Mechanically treated Quantity of steel @ 1.5% of RCC =bars 657.9x1.5/100

Brick work with modular wellburnt (open bhatta) clay bricksof crushing strength not lessthan 20 kg/sqcm and waterabsorption not more than 25%in foundation and plinth in:

Cement Mortar 1:6 (1 Cement: 6 Coarse Sand)

1Above the PLINTH LINTEL& SLAB BEAMS

3X11Over the X BEAMS2DO1-DO1 1

40Deduction-- doors30Deduction-- w

Extra for brick work in

superstructure: Above plinth and upto floor

five level.1

11

11.2 8

3

3.505.00 105.00 3.3571.40 478.38

3.3512.50 2763.75 3.3514.40 192.96 3.3546.20 309.54 3.3514.60 97.82 3.3531.00 207.70 2.101.50 -252.00 1.201.50 -108.00

Total 72.90 3795.15 sqm 276,666.44 8.1 9

2

0.135.00 0.06 1.56 0.136.00 0.06 1.40 0.131.50 0.06 0.07

Total 22307.10 3.03 cum 67,590.51 8.10 10

2.10 1.50 3049.40 1 126.00 sqm 384,224.40 8.8 11

4



12mm thick cement plaster ofmix:

In Cement Mortar 1:5 (1cement : 5 fine sand)

2x3 2x1Above the PLINTH LINTEL

& SLAB BEAMS 6X11Over the X BEAMS

2x2DO2x1-DO2x1 2x1

2x40Deduction-- doors2x30Deduction-- w

Providing wood work in

frames of doors, windows,clerestory windows and otherframes wrought framed andfixed in position.

Sal, bijasal, benteak, khair,haldu

40doors30w6-v Providing and fixing flush

door shutters decorative type,core of block boardconstruction with frame offirst class hard wood and wellmatched teak ply veneeringwith vertical grains or crossbands and face veneers onboth faces of shuttersexcluding hinges.

4040 mm. thick (single leaf) Providing and fixing 30mm

thick glazed shutter frames forwindows, clerestory windows,ventilators etc. using glasspanes including M.S. butthinges with necessary screwsbut excluding glass panes.(Area of shutter to bemeasured without deductingpanelling area).Providing and

2

0.601.20 64.80 0.300.45 16.20

Total 707.15 81.00 sqm 57,279.15 14.12 12

73.50 1 1800.00 sqm 132,300.00

55.009.2 200.00 Kg 11,000.0013

14.17 14

5



fixing 30mm thick glazedshutter frames for windows,clerestory windows, ventilatorsetc. using glass panesincluding M.S. butt hingeswith necessary screws butexcluding glass panes. (Areaof shutter to be measuredwithout deducting panellingarea).

Bijasal, benteak, khair, halduwood.

30x3w30x4-v

Painting new exterior surface

(two or more coats) withPREMIUM TEXTURED paintas per manufacturer'sspecifications to giveprotective and decorativefinish including cleaningwashing of surface etc.complete with:Painting new exterior surface(two or more coats) withPREMIUM TEXTURED paintas per manufacturer'sspecifications to giveprotective and decorativefinish including cleaningwashing of surface etc.complete with:


Structural steel work riveted orbolted or welded in built-upsections, trusses and frameswork upto a height of 5mabove plinth level, includingcutting, hoisting, fixing inposition and applying apriming coat of red oxide zincchromate primer.

Applying priming coat onsteel work with red oxide zincchromate primer.

2.10 1.80 113.40 0.45 0.45 1.01

Total 12.20 114.41 sqm 1,395.80 14.11 15

24.95 1 1795.00 sqm 44,785.25

12.3 16

15.40 5.20 80.08 14.60 11.85 173.01 71.40 16.40 1170.96 16.40 8.95 146.78 38.00 13.60 516.80

Total 245.40 2087.63 sqm 512,304.40 44.459.1 1000.00 kg 44,450.0017

9708986.5210%Add Above 970898.656%Add Above 582,539.193%Add Above 291,269.60

11,553,693.961,15,54,000.00

6


Say Rs.


30 5 Finishing walls with water

proofing cement paint to givean even shade.



1Under floor1 1 1 1FF Structural steel work in single @ LS basis

section including cutting,hoisting, fixing in position andapplying a priming coat of redoxide zinc chromate primer.For Window grill & railling

As per SOR Total Estimate Amount Rs.Extra for Internal Electrification

Extra for Water Supply & Sanitary FittingsExtra for Contingency (For Works More than 5 Lacs)


Rs One Crore Fifteen Lac Fifty Four Thousand Only

7





-- 1.1 1

1.801.80 1.80 112.80 1 256.61 cum 28,945.61 3.1 2

0.151.80 1.80 2310.85 3 21.38 cum 49,405.97

0.1550.60 22.20 2800.90 4 168.50 cum 471,951.65

2.1 3

1

1.401.80 110.88 0.8051.20 81.92 0.807.80 12.48 0.8012.00 9.60

Total 73.80 214.88 sqm 15,858.14 6

1

DETAILED ESTIMATE

Name of Work :

As per SOR :



DETAILED ESTIMATE OF PROPOSED CENTRAL PACKAGING FINISHED GOODS STORE & PACKAGING MATERIALS STORESHEDS FOR HERBAL MEDICINE MANUFACTURING UNIT VIDHAN SABHA ROAD RAIPUR [CG].SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]






Providing and fixingformwork including centering,shuttering, strutting, staging,propping bracing etc. completeand including its removal atall levels, for:


44-col 30x402plinth beam 20x402-do----1 Columns, Pillars, Piers and

likes- rectangular or square in

1.406.90 425.04 1.404.03 101.56

Total 183.50 526.60 sqm 96,631.10 9

0.8051.20 81.92 0.2051.20 20.48 0.807.80 12.48 0.2012.00 4.80

0.8012.00 9.60 0.2012.00 2.40 0.601.80 17.28

5.00 0.90 9.00 Total 136.75 157.96 sqm 21,601.03

3.4 4

2

0.401.70 1.70 50.86 0.401.80 0.30 9.50 0.406.90 0.30 36.43 0.404.03 0.30 8.70

0.105.00 0.90 0.90 0.4051.20 0.20 16.38 0.407.80 0.20 2.50 0.4012.00 0.20 1.92 0.1051.20 0.20 2.05 0.1012.00 0.20 0.72 0.081.80 0.60 1.38

Total 3290.90 131.34 cum 432,226.81 3.14 5

2



shape7.50-[0.4+0.10]

44 18Above roof level of adjacent

RCC wing7.50-[3.35 +0.12] = 4.03m

Beams, lintels, cantilevers &

walls2----do----2coping 20x102x-walls2coping on walls adajecent to

RCC construction on 7.80mwalls

1----do----1

16-windows2RS chhajja 4.0x8.0 Providing and laying nominal



44col footing44up to PL level44COLUMNS Up to roof level18Columns towards RCC wing

above RCC roof2Chhajja over RS

2X2plinth & lintel beam 20x402X2

2-do----2coping 20x1533 no x walls

16window chhajja Providing and placing in

position reinforcement forR.C.C. work including

46.80 1 15200.00 kg 711,360.00

7.17 6

4

7.6047.20 0.20 143.49 3.706.60 0.20 9.77 7.0010.00 0.20 14.00 3.1047.20 0.20 29.26

3.1010.00 0.20 12.40

54.00 3.004.00 0.20 -7.20 1.201.20 0.20 -4.61

Total 2231.55 251.11 cum 560,364.52 11.2 7

3

7.5012.00 180.00

8.507.80 265.20 8.5051.20 870.40 3.1051.20 158.72

108.00 3.104.20 52.08 3.004.00 -144.00 1.201.20 -43.20

Total 72.90 1447.20 sqm 105,500.880.8550.60 22.20 316.751.18 954.82 cum 302,439.248

3



straightening, cutting,bending, binding etc. completeas per drawings including costof binding wire all complete:

Thermo-Mechanically treated Assuming Quantity of steel as 1.5% of RCC =bars 1.31x1.5= 15200 kg


Cement Mortar 1:6 (1 cement: 6 coarse sand)

2b/w 1.0+7.50-[0.4+0.4+0.1]2[3.35+1.0] - [0.4+0.4] =3.71 1Ht of b/w = 7.6-4.5=3.1,

towards RCC unit in length2Ht of b/w = same as above in

width traingular portion 2x3x6x1.5x0.5x0.2= 54cum

3Deduction--shutters16Deduction--w

12mm thick cement plaster of


cement : 5 fine sand)2-do---- av l= 10.20, av ht

=4.752x2

2 1 traingular portion 2x2x3x6x1.5x0.5= 108sqm

2x2above roof level of x walls2x6Deduction--shutters

2x15Deduction--w

1Providing and filling in plinthwith sand/ Crusher dust andhard moorum under floor inlayers not exceeding 20cm indepth consolidating eachdeposited layer by rammingand watering, includingdressing etc. complete.

50.60 12.00 245.4012.3 607.20 sqm 149,006.889

9.23 10

4.00 3.00 1042.95 1 36.00 sqm 37,546.20 259.109.16 150.00 kg 38,865.0011

4




Supplying and fixing rollingshutter of approved makesmade of M.S. laths interlockedtogether through their entirelength and jointed together atthe end by end locks, mountedon specially designed pipeshaft with brackets, sideguides and arrangements forinside and out side lockingwith push and pullarrangement complete butexcluding the cost of top coverand spring.

380x1.25mm M.S. Laths Providing and fixing glazed

doors windows and partitionsfabricated from 0.6mm coldrolled low carbon steel (IS:277) of deep drawing quality,primer coated upto 5 micronswith thermosetting epoxyresin, painted with polyesterpowder coating 50 micronsthick. The size of profiles forexternal frame shall be46x52mm, for internal shutterframe 46x46mm and for mid

9.3 12

65.85 1 5000.00 kg 329,250.00 10.1 13

51.00 23.60 639.30 2 1203.60 sqm 769,461.48

10.5 14

5



and bottom cross bar of doors23x100mm. Joints mitred atcorners, brackets made of1.2mm thick CRCA steelstrips, styles frame to be fittedto concrete/ masonry walls bymeans of self expendingscrews.

Steel work in tubular structurein built-up sections, trussesand frame work includingcutting, hoisting, fixing inposition upto a height of 5mabove plinth level, consistingof columns trusses, roof andbottom purlins, base plate,holding down bolts, wind tiesbracing (if required), bolts,nuts and washers for fasteningetc. complete with applying apriming coat of red oxide zincchromate primer.

Hot finished welded tubes @ of 8 kg / sqm Providing corrugated G.I.

sheet roofing includingvertical/ curved surfaces fixedwith galvanized iron, J or Lhooks, bolts and nuts 8mmdiameter with bitumen andG.I. limpet washers or withG.I. limpet washers filled withwhite lead including paintingwith primer and paint onoverlapping of sheets completeexcluding the cost of purlinsrafters and trusses. (Zinccoating not less than 272gms/sqm)

10.80 mm thick sheet (weight7.03 kg/m2)

Providing ridges or hips of60cm overall width in plainG.I. sheet fixed withgalvanized washers J or Lhooks, bolts and nuts 8mmG.I. limpet and bitumenwashers complete.

51.00 409.35 2 51.00 metre 20,876.85

14.5 15

29.75 1 700.00 sqm 20,825.00

14.12 16

47.25 1 750.00 sqm 35,437.50

14.18 17

1

4.00 3.00 36.00 1.20 1.20 23.04 500.00

Total 46.30 559.04 sqm 25,883.554223437.40

5%Add Above 211171.871%Add Above 42,234.373%Add Above 126,703.12

4,603,546.7646,03,000.00

6


Say Rs.


10.80 mm thick sheet with zinccoating not less than 275gm/sqm

Distempering with acrylicwashable distemper to give aneven shade.

On new work (Two or morecoats)





3-rolling shutters16-w

-truss etc




Rs Forty Six Lac Three Thousand Only



-- 1.1 1

1.801.80 1.80 112.80 1 81.65 cum 9,210.12 3.1 2

3

0.151.80 1.80 6.80 0.1510.00 5.00 7.50 0.155.00 3.00 2.25

Total 2310.85 16.55 cum 38,244.57 2.1 3

5.25 1.00 183.50 6 73.50 sqm 13,487.25

-- - 9

0.6010.80 38.88

0.605.00 18.00 1

DETAILED ESTIMATE

Name of Work :

As per SOR :



DETAILED ESTIMATE OF THE G.F. OF THE PROPOSED ADMINISTRATIVE BLOCK FOR HERBAL EXTRACTION &AYURVEDIC MEDICINES PLANT AT FOREST COMPLEX; BAROUNDA DISTT-RAIPUR [CG].SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]





14columns1Under floor1TIME OFFICE Providing and fixing


14Columns, Pillars, Piers andlikes- rectangular or square inshape 20X30LENGTH - 6.50 + 2.0 =8.50



2X3-DO- B

0.8016.00 12.80 0.6016.00 19.20

Total 136.75 88.88 12,154.340.8010.80 25.92 0.805.00 136.75 12.00 sqm 1,641.00

8

11.40 6.00 68.40 2.40 0.60 12.96 6.00 4.00 24.00

Total 147.35 143.28 sqm 21,112.31 3.4 4

2

0.451.70 1.70 18.21 0.308.50 0.20 7.14 0.3010.80 0.20 3.89

0.305.00 0.20 1.80 0.3010.80 0.20 1.94 0.305.00 0.20 0.90 0.1211.40 6.00 8.21 0.082.40 0.60 1.04 0.126.00 4.00 2.88 0.4016.00 0.20 1.28 0.3016.00 0.20 1.92

Total 3290.90 38.77 cum 127,588.19 3.14 5

46.80 1 3100.00 kg 145,080.00

2



1-T.O. Plinth Beam2-T.O. Lintel & slab beams

3PLINTH BEAMS A3-DO- B Suspended floors, roofs, access


1Roof Slab9CHHAJJA 7+2 = 9 nos1-Roof Slab T.O. Providing and laying nominal



14-Col Footings14-col


2X3-DO- B3PLINTH BEAMS A3-DO- B1Roof Slab9CHHAJJA 7+2 = 9 nos1-Roof Slab T.O.1-T.O. Plinth Beam2-T.O. Lintel & slab beams CHHAJJA Providing and placing in


Thermo-Mechanically treated @1% = 0.3877 cum = 3100 kgbars

7.8 6

2.6020.00 295.55 2 104.00 sqm 30,737.20

7.4 7

1

0.6010.00 0.20 3.60 0.605.00 0.20 1.80 3.255.00 0.20 6.50 3.253.00 0.20 3.90

Total 2231.55 3307.78 cum 7,381,476.46 7.5 8

1

2.6010.00 0.20 15.60 2.605.00 0.20 7.80

Total 221.65 23.40 cum 5,186.61 11.2 9

3

3.5010.60 222.60 3.505.00 105.00 3.503.60 50.40 3.505.60 78.40

Total 72.90 456.40 sqm 33,271.56 8.1 10

2

0.135.00 0.06 0.47

3



Half brick thick (9cm) brickmasonry with modular wellburnt clay bricks of crushingstrength not less than 35kg/sqcm and water absorptionnot more than 20% insuperstructure above plinthlevel upto floor five level.

2Cement Mortar 1:4 (1 cement: 4 coarse sand)



3 3 2-TO2 Extra for brick work in

superstructure: Above plinth and upto floor

five level.3 3 12mm thick cement plaster of


cement : 5 fine sand)2x3 2x3 2x2 2x2

Providing wood work in



2x6doors

0.136.00 0.06 0.66 0.131.50 0.06 0.09

Total 22307.10 1.22 cum 27,214.66 8.10 11

2.10 1.00 3049.40 1 25.20 sqm 76,844.88 8.8 12

2

0.601.20 30.24 0.300.45 1.08

Total 707.15 31.32 sqm 22,147.94 14.12 13

73.50 1 456.00 sqm 33,516.00

55.009.2 400.00 Kg 22,000.0014

4



2x7w2x4-v

Providing and fixing flush


2x640 mm. thick (single leaf) Providing and fixing 30mm

thick glazed shutter frames forwindows, clerestory windows,ventilators etc. using glasspanes including M.S. butthinges with necessary screwsbut excluding glass panes.(Area of shutter to bemeasured without deductingpanelling area).

Bijasal, benteak, khair, halduwood.

2x7x3w2x4-v

Painting new exterior surface

(two or more coats) withPREMIUM TEXTURED paintas per manufacturer'sspecifications to giveprotective and decorativefinish including cleaningwashing of surface etc.complete with:

On new work (Two or more same as that of plaster = 456 somcoats )

Structural steel work riveted or 400 kgbolted or welded in built-upsections, trusses and frameswork upto a height of 5mabove plinth level, includingcutting, hoisting, fixing inposition and applying a

14.17 15

2.10 1.80 3.78 1.20 1.20 1.44

Total 12.20 5.22 sqm 63.68 14.18 16

1

1.80 1.20 60.48 5.00 0.10 13.00

Total 46.30 73.48 sqm 3,402.12 12.41 17

10.00 5.00 3748.45 3 50.00 sqm 187,422.50


1,035,919.0610,36,000.00

5


Say Rs.


priming coat of red oxide zincchromate primer.


1 1 Painting on new work (two or

more coats) to give an evenshade with:


2x2x7 2x13

15 mm thick Table rubbed

polished Granite stone slabflooring laid over 20mm(average) thick base of cementmortar 1:4 (1 cement : 4coarse sand) laid and jointedwith grey cement slurryincluding rubbing andpolishing etc. complete. (Areaof slab should be 0.50 sqm andabove)

1Granite stone lakha red/ shahired




Rs Ten Lac Thirty Six Thousand Only.



-- 1.1 1

1.801.80 1.80 112.80 1 23.33 cum 2,631.62 3.1 2

3

0.151.80 1.80 1.94 0.085.00 3.00 3.60

Total 2310.85 5.54 cum 12,802.11 2.1 3

3.253.00 39.00 Total 72.90 111.80 sqm 8,150.22

8.1 8

2

0.135.00 0.06 0.12 0.136.00 0.06 0.05

1

DETAILED ESTIMATE

Name of Work :

As per SOR :



DETAILED ESTIMATE OF PROPOSED TIME OFFICE & SECURITY POST FOR AYURVEDIC MEDICINE & HERBALEXTRACTION PLANT AT RAIPUR [CG].SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]





4columns3PUBLIC TOILET Providing and fixing


2X2 Providing wood work in



3doors1w

Total 22307.10 0.17 cum 3,792.21 8.10 9

2.10 1.00 3049.40 1 6.30 sqm 19,211.22 8.8 10

1.201.80 707.15 2 2.16 sqm 1,527.44

14.12 11

3.25 1.00 183.50 6 13.00 sqm 2,385.50

-- - 9

0.6012.00 7.20 0.6012.00 7.20

Total 136.75 14.40 1,969.20 8

2.40 0.60 2.88

2



Providing and fixing flush


340 mm. thick (single leaf) Providing and fixing 30mm

thick glazed shutter frames forwindows, clerestory windows,ventilators etc. using glasspanes including M.S. butthinges with necessary screwsbut excluding glass panes.(Area of shutter to bemeasured without deductingpanelling area).

1Bijasal, benteak, khair, halduwood.


4Columns, Pillars, Piers andlikes- rectangular or square inshape 20X30LENGTH - 6.50 + 2.0 =8.50


1-T.O. Plinth Beam1-T.O. Lintel & slab beams Suspended floors, roofs, access


2CHHAJJA 2NOS

3.60 5.60 20.16 73.50 1 86.00 sqm 6,321.00

55.009.2 20.00 Kg 1,100.0012

14.17 13

2.10 1.80 3.78 1.20 1.20 1.44

Total 12.20 5.22 sqm 63.68 14.18 14

1

1.80 1.20 2.16 5.00 0.10 0.50

Total 46.30 2.66 sqm 123.16Total 147.35 23.04 sqm 3,394.94

3.4 4

2

0.4012.00 0.20 0.96 0.3012.00 0.20 0.72 0.082.40 0.60 0.23 0.125.60 3.60 2.42

Total 3290.90 4.33 cum 14,249.60 3.14 5

3



1-Roof Slab PT. On new work (Two or more same as that of plaster = 86 som

coats ) Structural steel work riveted or 20 kg

bolted or welded in built-upsections, trusses and frameswork upto a height of 5mabove plinth level, includingcutting, hoisting, fixing inposition and applying apriming coat of red oxide zincchromate primer.


1 1 Painting on new work (two or

more coats) to give an evenshade with:


1 1 Providing and laying nominal



1PT. Plinth Beam1-T.O. Lintel & slab beams2CHHAJJA 2NOS1-Roof Slab PT Providing and placing in

position reinforcement forR.C.C. work including

46.80 1 210.00 kg 9,828.00

7.4 6

1

2.755.60 0.20 6.16 2.753.00 0.20 3.30

Total 2231.55 9.46 cum 21,110.46 11.2 7

3

3.255.60 72.80 108660.39


133,760.941,34,000.00

4


Say Rs.


straightening, cutting,bending, binding etc. completeas per drawings including costof binding wire all complete:

Thermo-Mechanically treated @1% = 0.05 cum =210 kgbars



2-TO2 12mm thick cement plaster of


cement : 5 fine sand)2X2-TO


Extra for Water Supply & Sanitary FittingsExtra for External Services Connection


Rs One LacThirty Four Thousand Only.



-- 1.1 1

1 1.801.80 1.80 34.99 1.801.80 1.80 23.33

Total 112.80 58.32 cum 6,578.50 3.1 2

3

0.151.80 1.80 2.92 0.151.80 1.80 1.94

Total 2310.85 4.86 cum 11,230.73 4

0.206.00 5.00 6.00 0.204.00 4.00 3.20

Total 2800.90 9.20 cum 25,768.28 2.1 3

1

DETAILED ESTIMATE

Name of Work :

As per SOR :



DETAILED ESTIMATE OF THE BOILER HOUSE & GENERATOR ROOM FOR HERBAL EXTRACTION & AYURVEDICMEDICINES PLANT AT FOREST COMPLEX; BAROUNDA DISTT-RAIPUR [CG].SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]


In all types of soil6GENERATOR ROOM4BOILER SHED Providing and laying nominal



6GENERATOR ROOM4BOILER SHED 1:2:4 (1 cement : 2 coarse

sand : 4 graded stoneaggregate 40mm nominalsize).under floor

1GENERATOR ROOM1-----------DO------------ for

BOILER SHED Providing and fixing


1

1.75 1.50 15.75 1.75 1.50 10.50

0.806.80 10.88 0.805.00 8.00 0.804.80 7.68 0.804.00 6.40

Total 73.80 59.21 sqm 4,369.70 6

4.60 1.50 41.40

4.60 1.50 27.60

Total 183.50 69.00 sqm 12,661.50 9

0.806.80 21.76 0.805.00 16.00 0.804.80 15.36 0.804.00 12.80 0.306.80 4.08 0.305.00 3.00 0.304.80 2.88 0.304.00 2.40

2.10 0.60 8.82

5.00 0.60 6.00 Total 136.75 93.10 sqm 12,731.43

3.2 4

3

2




6GEN ROOM Col. - 30x454BS Col. - 30x452Plinth beams for GR 20x402---do-------2Plinth beams forBS 20x402---do------- Columns, Pillars, Piers and

likes- rectangular or square inshape

6GEN ROOM Col. - 30x45Ht. 6.0 -(0.40+0.40+0.40+0.20) = 4.60

4BS Col. - 30x45Ht 6.0 - (0.40+0.40+0.40+0.20) = 4.60

Beams, lintels, cantilevers &

walls2x2Beams for GR 20x40 - 2nos2x2---do-------2X2Beams for BS 20x402X2---do-------

2coping over walls GR2--------do---------2COPING BS2 7chajja projection over

windowsGR & BS2---do--- over RS Providing and laying nominal

mix cement concrete withcrushed stone aggregate usingconcrete mixer in all worksupto floor five level excludingcost of form work.cement concrete with crushedstone aggregate using concretemixer in all works upto floorfive level excluding cost ofform work.

1:1½:3 (1 cement : 1½ coarse

6.80 6.20 42.16 4.80 5.20 24.96

Total 335.65 67.12 sqm 22,528.83 10.18 15

11.60 42.15 1 11.60 metre 488.94

13.11 16

24.95 1 390.00 sqm 9,730.50

14.18 17

1

1.201.80 30.24 3.005.00 30.00

Total 46.30 60.24 sqm 2,789.110.401.70 1.70 6.94 0.401.70 1.70 4.62 0.451.75 0.30 1.42 0.451.75 0.30 0.95 0.406.80 0.20 1.09 0.405.00 0.20 0.80 0.404.80 0.20 0.77 0.404.00 0.20 0.64 0.452.05 0.30 2.77

0.306.80 0.20 0.82 0.306.80 0.20 0.82 0.304.80 0.20 0.58 0.304.00 0.20 0.48 0.156.80 0.20 0.41 0.155.00 0.20 0.30

3



sand : 3 graded stoneaggregate 20mm nominalsize).

1for GR1For BS Providing and fixing ridges

and hips in asbestos cementsheet roofing with G.I., J orhooks, bolts and nuts 8 mmdia, G.I plain and bitumenwashers complete.

1Plain angular ridges 6.80+4.80=11.60

Finishing walls with waterproofing cement paint to givean even shade.

On new work (Two or more Same as that of plaster 390coats )



2X7W2ROLLING SHUTTERS

6footings of col. GR4footings of col. BS6GEN ROOM Col. - 30x454BS Col. - 30x452Plinth beams for GR 20x402---do-------2Plinth beam BS 20x402-do-

10GR + BS Col. - 30x45Ht. 5.0 -(0.40+0.30+0.30+0.20) = 3.80-1.75 =2.05NO OF COL 6+4=10

2Beams for GR 20x30 - 2nos2Beams for GR 20x30 - 2nos2BS2-DO-2coping over walls GR2--------do---------

0.154.80 0.20 0.29 0.154.00 0.20 0.24 0.082.10 0.60 0.71

0.085.00 0.75 0.60 Total 3290.00 25.25 cum 83,072.50

3.14 5

46.80 1 1750.00 kg 81,900.00

7.17 6

3

2.505.90 0.20 5.90

2.504.70 0.20 4.70 1.00

3.003.00 0.20 -3.60 2.503.90 0.20 3.90 2.504.70 0.20 4.70

0.80 1.201.80 0.20 -3.02

Total 2304.20 14.38 cum 33,134.40 1.18 7

4



2coping over walls BS2-do-7chajja projection over windows

GR & BS2---do--- over RS Providing and placing in


Providing and placing in Take steel reinforcement as 1.0% of the total qttyposition reinforcement for of RCC, 25.25x1.00/100=0.2525cum, ie1750kgR.C.C. work includingstraightening, cutting,bending, binding etc. completeas per drawings including costof bindingwireThermo-Mechanicallytreated bars


Cement Mortar 1:5 (1 cement: 5 coarse sand)

2walls for GR b/w length - deduct col size6.8-0.90

2---do-------5.0 -0.30 =4.70 Triangular part 2x5x0.20x1/2=1.0

2Deduction--RS2walls for GR 4.80 - 0.92-do- 2x4x0.2x1/2 =0.80

7Deduction-W Providing and filling in plinth

with sand/ Crusher dust andhard moorum under floor inlayers not exceeding 20cm indepth consolidating eachdeposited layer by ramming

0.856.00 5.00 25.50 0.854.00 4.00 13.60

Total 316.75 39.10 cum 12,384.93 11.2 8

3

5.006.80 136.00 5.005.60 112.00

11.20 5.004.80 96.00 5.004.60 92.00

9.20 3.003.00 -36.00 1.201.80 -30.24

Total 72.90 390.16 sqm 28,442.66 12.3 9

6.00 5.00 30.00 4.00 4.00 16.00

Total 245.40 46.00 sqm 11,288.40 9.23 10

5



and watering, includingdressing etc. complete.

1GR1BS 12mm thick cement plaster of


cement : 5 fine sand)2x2walls for GR 2x2---do-------5.0 -0.30 =4.70

Triangular part 2x2x5.60x1/2=11.202X2walls for GR 4.802x2-do-

traingular part 2x2x4.60x1/2=9.202x2Deduction--RS2x7Deduction-W

52 mm thick cement concrete

flooring with under layer of40mm thick cement concrete1:2:4 (1 cement : 2 coarsesand : 4 graded stoneaggregate 20mm nominal size)and top layer of 12 mm thickcement metallic hardenerconcrete mix 1:2 (1 cementhardener mix : 2 stoneaggregate of 6 mm size byvolume) with metallichardening compound ofapproved quality mixed withcement in ratio of 4:1 (4cement : 1 metallic floorhardening compound byweight) including finishingetc. complete.

1GR1BS Supplying and fixing rolling

shutter of approved makesmade of M.S. laths interlockedtogether through their entirelength and jointed together atthe end by end locks, mountedon specially designed pipe

4.00 3.00 1042.95 1 24.00 sqm 25,030.80 NS-4 11

1.80 1.20 1391.00 a) 15.12 SQM 21,031.92

48.059.2 100.00 Kg 4,805.0012

6



shaft with brackets, sideguides and arrangements forinside and out side lockingwith push and pullarrangement complete butexcluding the cost of top coverand spring.

280x1.25mm M.S. Laths Providing and fixing steel

glazed doors, windows andventilators of standard steelsection conforming toIS1038:1968 and IS1977:1969with out intermediate glazingbars joints mitred and weldedwith 16 x 3.15 mm. Lugs 10cm. Long embedded in cementconcrete block 15 x 10 x 10cm. Size of 1:3:6 cementconcrete with 20 mm. Gradedmetal of nominal size or withwooden plugs and screws orrawl plugs and screws, or withfixing clips or with bolts andnuts including providing andfixing of projecting hinges,handles, pegs, stays, rollingdevices, locking arrangements,spring catch etc. As requiredcomplete and providing andfixing of 5 mm. Thick glasspanes with steel glazing clipsspecial metal sash putty ofapproved make i/c applying apriming coat of steel primerred oxide zinc chromite etc.Complete.

7Steel doors, windows sidehung and ventilators hungtop/central hung. ( PWDBUILDING-01-11-1999)(13.a))

Structural steel work riveted or @ 40kg / w =7x40 = 100kgbolted or welded in built-upsections, trusses and frameswork upto a height of 5mabove plinth level, includingcutting, hoisting, fixing in

9.3 13

65.85 1 400.00 kg 26,340.00

10.13 14


575,926.695,76,000.00

7


Say Rs.


position and applying apriming coat of red oxide zincchromate primer.For the Window Grills

Steel work in tubular structurein built-up sections, trussesand frame work includingcutting, hoisting, fixing inposition upto a height of 5mabove plinth level, consistingof columns trusses, roof andbottom purlins, base plate,holding down bolts, wind tiesbracing (if required), bolts,nuts and washers for fasteningetc. complete with applying apriming coat of red oxide zincchromate primer.

Hot finished welded tubes No of trusses = 3 forPR & RMS Length of purlin= 6.80 & 4.80

Providing asbestos cement6mm thick corrugated or semicorrugated sheets roofing fixedwith galvanized J or L hooks,bolts and nuts 8mm dia G.I.plain bitumen washerscomplete excluding the cost ofpurlins, rafters and trusses


Extra for Water SupplyExtra for Contingency (For Works Upto 5 Lacs)


Rs Five Lac Seventy Six Thousand Only



-- 1 1.1

1.20 1.20 1.20 1 112.80cum72.58 8,187.02 2 3.1

42.00 1.20 0.15 3 1800cum7.56 13,608.00

3 7.17

42.00 0.20 2.00 4 2231.55cum16.80 37,490.04

10.00 10.004 0.731.18 316.75cum73.00 23,122.75

1

DETAILED ESTIMATE

Name of Work :

As per SOR :

H/DBL QTY RATENREF UNIT AMOUNTITEM DESCRIPTIONSN


DETAILED ESTIMATE OF THE G.F. OF THE PROPOSED DRYING PLATFORM FOR HERBAL EXTRACTION &AYURVEDIC MEDICINES PLANT AT FOREST COMPLEX; BAROUNDA DISTT-RAIPUR [CG].SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]

Excavation for all types andsizes of foundations,trenches and drains or forany other purpose includingdisposal of excavated stuffupto 1.5 m lift and leadupto 50m (at least 5m awayfrom the excavated area),including dressing andleveling of pits.

42In all types of soil Providing and laying

nominal mix cementconcrete with crushed stoneaggregate using concretemixer in foundation, plinthand at ground levelexcluding cost of formwork.


Brick work with modularfly-ash lime bricks (FALGBricks) confirming toIS:12894-2002 of classdesignation 40 infoundation and plinth in:

1Cement Mortar 1:6 (1cement : 6 coarse sand)

1Providing and filling inplinth with sand/ Crusherdust and hard moorumunder floor in layers notexceeding 20cm in depth

5 11.2

10.00 1.20 3 72.90sqm48.00 3,499.20

10.00 10.006 12.51 357.00sqm100.00 35,700.00

121607.01Add Above 3% 3648.21

125,255.221,25,000.00

2


Say Rs.


consolidating eachdeposited layer by rammingand watering, includingdressing etc. complete.

12mm thick cement plasterof mix:

4In Cement Mortar 1:5 (1cement : 5 fine sand)

125mm thick Local RAJIM/Red Flag stone slab flooringlaid over 20mm (average)thick base of cement mortar1:6 (1 cement : 6 coarsesand) laid over & jointedwith grey cement slurrymixed with pigments tomatch the shade of the stonei/c grinding, rubbing andpolishing.

As per SOR Total Estimate Amount Rs.Extra for Contingency (For Works Upto 5 Lacs)


Rs One Lac Twenty Five Thousand Only,



--25.00 20.001 0.322.1 110.00Cum160.00 17,600.00

2 3.1

25.00 20.00 0.21 (i) 873.00Cum105.00 91,665.0025.00 20.003 0.165.5 3980.00cum80.00 318,400.00

1

DETAILED ESTIMATE

Name of Work :

As per SOR :



DETAILED ESTIMATE OF THE PARKING ZONE FOR HERBAL EXTRACTION & AYURVEDIC MEDICINESPLANT AT FOREST COMPLEX; BAROUNDA DISTT-RAIPUR [CG].SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD ROAD-1-10-2008]

1Excavation for roadway insoil using including loadingin truck for carrying of cutearth to embankment sitewith all lifts and lead upto1000 meters as per relevantclauses of section 300.��

Granular sub-base as pertable ; - 400-1 Construction of granularsub-base by providing closegraded Material,, carriageof mixed Material to worksite, spreading in uniformlayers with motor grader onprepared surface watering,rolling and compacting withvibratory power roller atOMC to achieve the desireddensity, complete as perclause 401.

1For grading - I Material1Cement - fly ash concrete

pavement. (Constructionreinforced- reinforced,dowel jointed, plain cementconcrete pavement over aprepared sub base with 43grade cement, coarse andfine aggregate conformingto IS 383, maximum size ofcoarse aggregate notexceeding 25 mm, replacing

427665.00Add Above 2% 8553.30

436,218.304,36,000.00

2


Say Rs.


cement by fly ash to theextent of 15 % and sand by10%, mixed in a batchingand mixing plant as perapproved mix design,transported to site, laid witha fixed form or slip formpaver, spread, compactedand finished in a continuousoperation includingprovision of contraction ,expansion, construction andlongitudinal joints, jointfiller, separation membrane,sealant primer, joint lealant,debonding strip, dowel bar,tie rod, admixtures asapproved, curingcompound, finishing to linesand grades as per drawing )



Rs Four Lac Thirty Six Thousand Only



-- 1 1.1

1.80 1.80 1.80 1 112.80cum23.33 2,631.62 2 3.1

3

1.80 1.80 0.15 1.9410.00 3.00 0.20 6.00

Total 2310.85cum7.94 18,348.1510.00 3.00 0.20 4 2800.90cum6.00 16,805.40

3 2.1

1

DETAILED ESTIMATE

Name of Work :

As per SOR :



DETAILED ESTIMATE OF PROPOSED CYCLE STAND SHED FOR HERBAL EXTRACTION & AYURVEDICMEDICINES PLANT AT FOREST COMPLEX; BAROUNDA DISTT-RAIPUR [CG].SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]

Excavation for all types andsizes of foundations,trenches and drains or forany other purpose includingdisposal of excavated stuffupto 1.5 m lift and leadupto 50m (at least 5m awayfrom the excavated area),including dressing andleveling of pits.

4In all types of soil Providing and laying

nominal mix cementconcrete with crushed stoneaggregate using concretemixer in foundation, plinthand at ground levelexcluding cost of formwork.


4 1

11:2:4 (1 cement : 2 coarsesand : 4 graded stoneaggregate 40mm nominalsize).under floor

Providing and fixingformwork includingcentering, shuttering,strutting, staging, proppingbracing etc. complete andincluding its removal at all

1.70 1.20 1 73.80sqm8.16 602.21

4 3.2

3

1.70 1.70 0.40 4.621.75 0.30 0.30 0.63

Total 3290.00cum5.25 17,272.50 5 3.14

1 46.80kg450.00 21,060.00

6 9.3

2



levels, for:4Foundations, footings, base

of columns and plinth beamin any shape and size.

Providing and layingnominal mix cementconcrete with crushed stoneaggregate using concretemixer in all works uptofloor five level excludingcost of form work.

1:1½:3 (1 cement : 1½coarse sand : 3 graded stoneaggregate 20mm nominalsize).

4footings of col.4Col. - 30x30 Providing and placing in

position reinforcement forR.C.C. work includingstraightening, cutting,bending, binding etc.complete as per drawingsincluding cost of bindingwire all complete:

Take steel reinforcement as 1.00% of the totalThermo-Mechanicallyqtty of RCC, 5.25x1.00/100=0.0525cum, ietreated bars450kg

Steel work in tubularstructure in built-upsections, trusses and framework including cutting,hoisting, fixing in positionupto a height of 5m aboveplinth level, consisting ofcolumns trusses, roof andbottom purlins, base plate,holding down bolts, windties bracing (if required),bolts, nuts and washers forfastening etc. complete withapplying a priming coat ofred oxide zinc chromate

1 65.85kg600.00 39,510.00

10.00 3.007 10.13 335.65sqm30.00 10,069.50

8 10.18

10.00 1 42.15metre10.00 421.50

9 14.17 12.20sqm30.00 366.00

10 14.18

5 26.10sqm30.00 783.00

127869.88Add Above 3% 3836.10

131,705.981,32,000.00

3


Say Rs.


primer. No of trusses = 4 Hot finished welded tubes

Length of purlin= 10 mforPR & RMSCOL- 4

1Providing asbestos cement6mm thick corrugated orsemi corrugated sheetsroofing fixed withgalvanized J or L hooks,bolts and nuts 8mm dia G.I.plain bitumen washerscomplete excluding the costof purlins, rafters andtrusses.

Providing and fixing ridgesand hips in asbestos cementsheet roofing with G.I., J orhooks, bolts and nuts 8 mmdia, G.I plain and bitumenwashers complete.

1Plain angular ridges6.80+4.80 =11.60

LS BASIS FOR STEEL COL & TRUSSES= 30Applying priming coat onsteel work with red oxidezinc chromate primer.

Painting on new work (twoor more coats) to give aneven shade with:

AS PER ABOVEBlack anti-corrosivebitumastic paint



Rs One LacThirty Two Thousand Only.



name of work : detailed estimate of proposed raw …

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