Name of Work : DETAILED ESTIMATE OF …Name of Work : DETAILED ESTIMATE OF PROPOSED RAW MATERIAL &...

DETAILED ESTIMATE Name of Work : DETAILED ESTIMATE OF PROPOSED RAW MATERIAL & FINISHED GOODS STORAGES, CASSIA TORRA SEED CLEANING

UNIT, CASSIA TORRA POWDER & GUM MANUFACTURING PLANT AT IIDC NAYANPUR GIRWARGANJ SURAJPUR[CG]. As per SOR :SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]

SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT --

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. 1 In all types of soil 46 1.80 1.80 1.80 268.27 cum 112.80 30,260.86

2 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 3 1:3:6 (1 cement : 3 coarse 46 1.80 1.80 0.15 22.36 cum 2310.85 51,670.61 sand : 6 graded stone aggregate 40mm nominal size). 4 1:2:4 (1 cement : 2 coarse 1 53.50 10.00 0.15 80.25 cum 2800.90 224,772.23 sand : 4 graded stone aggregate 40mm nominal size).

3 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 1 Foundations, footings, base of columns and plinth beam in any shape and size. -col 30x40 46 1.80 1.40 115.92 plinth beam 20x40 2 53.50 0.80 85.60 -do---- 6 10.00 0.80 48.00

Hemang Enterprises Pg. 1

SNREF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT Total 249.52 sqm 73.80 18,414.58 6 Columns, Pillars, Piers and likes- rectangular or square in shape 4.50-[0.4+0.15] 34 5.95 1.50 303.45 12 14.95 1.50 269.10 Total 572.55 sqm 183.50 105,062.93 9 Beams, lintels, cantilevers & walls ----do---- 6 10.00 0.80 48.00 coping 20x15 2 53.50 0.30 32.10 ----do---- 6 10.00 0.30 18.00 rolling shutter 8 6.00 0.90 43.20 -windows 40 1.80 0.60 43.20 Total 184.50 sqm 136.75 25,230.38

4 3.4 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work. 2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). col footing 46 1.70 1.70 0.40 53.18 up to PL level 46 1.80 0.30 0.45 11.18 -col 30x45 34 5.95 0.30 0.45 27.31 12 14.95 0.30 0.45 24.22 plinth & lintel beam Diesel 2x2 53.50 0.20 0.45 19.26 w/s 20x40 -do---- 2x6 10.00 0.20 0.45 10.80 coping 20x15 2 53.50 0.20 0.15 3.21 ----do---- 6 10.00 0.20 0.15 1.80 rolling shutter chhajja 8 6.00 0.90 0.10 4.32 window chhajja 40 1.80 0.60 0.08 3.46 Total 158.74 cum 3290.90 522,397.47

5 3.14 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings


SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT including cost of binding wire all complete: 1 Thermo-Mechanically Taking steel reinforcement as 0.8% of RCC 9900.00 kg 46.80 463,320.00 treated bars quantity = 9900 kg

6 7.17 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in: 4 Cement Mortar 1:6 (1 cement : 6 coarse sand) b/w 3.90+0.6 -4.50 Diesel 2 56.50 0.20 4.55 102.83 w/s -do---- 4 10.00 0.20 4.55 36.40 2 10.00 0.20 10.00 40.00 traingular portion 2x2x2x10x2x0.5x0.20 = 16.0 16.00 Deduction--shutters 8 4.00 0.20 3.00 -19.20 Deduction--w 40 1.20 0.20 1.20 -11.52 Deduction--col 46 4.50 0.20 0.30 -12.42 Total 152.09 cum 2231.55 339,396.44

7 11.2 12mm thick cement plaster of mix: 3 In Cement Mortar 1:5 (1 cement : 5 fine sand) b/w av ht 4.75 l= 23.2 2x2 56.50 6.80 1536.80 Diesel w/s -do---- av l= 10.20, av ht 6x2 10.20 5.00 612.00 =4.75 2x2 10.00 10.00 400.00 tool room b/w 4.75, av 2x2 4.20 4.75 79.80 L=4.20 --do--- 2x2 10.20 4.75 193.80 welding w/s b/w 4.75 av 2x2 11.70 4.75 222.30 l=11.70 -do--- 2x2 6.80 4.75 129.20 traingular portion 2x2x2x2x10x2x.5 = 160.0 160.00 Deduction--shutters 2x8 4.00 3.00 -192.00 Deduction--w 2x40 1.20 1.20 -115.20 Total 3026.70 sqm 72.90 220,646.43

8 1.18 Providing and filling in 1 53.50 10.00 1.25 668.75 cum 316.75 211,826.56 plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming


SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT and watering, including dressing etc. complete.

9 12.3 52 mm thick cement 1 53.50 10.00 535.00 sqm 245.40 131,289.00 concrete flooring with under layer of 40mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer of 12 mm thick cement metallic hardener concrete mix 1:2 (1 cement hardener mix : 2 stone aggregate of 6 mm size by volume) with metallic hardening compound of approved quality mixed with cement in ratio of 4:1 (4 cement : 1 metallic floor hardening compound by weight) including finishing etc. complete.

10 9.23 Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but

excluding the cost of top cover and spring.

1 80x1.25mm M.S. Laths 8 4.00 3.00 96.00 sqm 1042.95 100,123.2011 9.16 Providing and fixing glazed 400.00 kg 259.10 103,640.00

doors windows and partitions fabricated from 0.6mm cold rolled low carbon steel (IS: 277) of deep drawing quality, primer coated upto 5 microns with thermosetting epoxy resin, painted with


SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT polyester powder coating 50 microns thick. The size of profiles for external frame shall be 46x52mm, for internal shutter frame 46x46mm and for mid and bottom cross bar of doors 23x100mm. Joints mitred at corners, brackets made of 1.2mm thick CRCA steel strips, styles frame to be fitted to concrete/ masonry walls by means of self expending screws.

12 9.3 Steel work in tubular structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. 1 Hot finished welded tubes @ 7.5 kg/ sqm = 40150 kg 4015.00 kg 65.85 264,387.75 for Diesel & welding w/s and tool room

13 10.1 Providing corrugated G.I. sheet roofing including vertical/ curved surfaces fixed with galvanized iron, J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead including painting with primer and paint on overlapping of sheets complete excluding the cost of purlins rafters and


SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT trusses. (Zinc coating not less than 272 gms/sqm) 2 0.80 mm thick sheet (weight 1 53.50 10.00 535.00 sqm 639.30 342,025.50 7.03 kg/m2)

14 10.5 Providing ridges or hips of 60cm overall width in plain G.I. sheet fixed with galvanized washers J or L hooks, bolts and nuts 8mm G.I. limpet and bitumen washers complete. 2 0.80 mm thick sheet with 1 53.50 53.50 metre 409.35 21,900.23 zinc coating not less than 275 gm/sqm

15 14.5 Distempering with acrylic washable distemper to give an even shade. 1 On new work (Two or more 1026.00 sqm 29.75 30,523.50 coats)

16 14.12 Painting new exterior surface (two or more coats) with PREMIUM TEXTURED paint as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 1 On new work (Two or more 2000.00 sqm 47.25 94,500.00 coats )

17 14.18 Painting on new work (two or more coats) to give an even shade with: 1 Satin synthetic enamel paint (top most approved branded quality) -rolling shutters 8 4.00 3.00 96.00 -w 40 1.20 1.20 57.60 -truss etc 500.00 Total 653.60 sqm 46.30 30,261.68

As per SOR Total Estimate Amount Rs. 3331649.34Extra for Internal Industrial Electrification Add Above 11.9% 396466.27Extra for External Services Connection Add Above 5% 166,582.47

Extra for Water Supply & its Fittings Add Above 3.17% 105,613.28

Total Estimate Amount Rs. 4,000311.00 Say Rs. 40,00,000.00

Rs Forty Lac Only. 6

SN REF ITEM DESCRIPTION N L B H/D QTY UNIT RATE AMOUNT Er YOGESH SHARMA

Associate Civil Engineer CITCON

RAIPUR (C.G.) Hemang Enterprises Pg. 7

-- 1.1 1

1.801.80 1.80 112.80 1 58.32 cum 6,578.50 3.1 2

3

0.151.80 1.80 4.86 0.1510.00 5.00 7.50

Total 2310.85 12.36 cum 28,562.11 2.1 3

5.25 1.00 183.50 6 52.50 sqm 9,633.75

-- - 9

0.6010.80 38.88

0.605.00 18.00 Total 136.75 56.88 7,778.34

1

DETAILED ESTIMATE

Name of Work :

As per SOR :

ITEM DESCRIPTION N AMOUNTRATEUNITQTYH/DBLREFSN

Pg.Powered By : Estimate Maker Software

DETAILED ESTIMATE OF THE G.F. OF THE PROPOSED ADMINISTRATIVE BLOCK FOR CASSIA TORRA POWDER & GUMMANUFACTURING PLANT AT IIDC NAYANPUR GIRWARGANJ SURAJPUR[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.

10In 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.

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

10columns1Under floor Providing and fixing

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

10Columns, Pillars, Piers andlikes- rectangular or square inshape 20X30LENGTH - 6.50 + 2.0 =8.50

-Beams, lintels, cantilevers &walls

2X3LINTEL & SLAB BEAMS20X 30FOR GF & FF

2X3-DO- B

0.3010.80 0.20 2.59

0.305.00 0.20 1.20 0.3010.80 0.20 1.30 0.305.00 0.20 0.90 0.1211.40 6.00 8.21 0.082.40 0.60 1.04

Total 3290.90 38.77 cum 127,588.19 3.14 5

46.80 1 2000.00 kg 93,600.00

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

Total 2231.55 2181.52 cum 4,868,170.96 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

2



2X2LINTEL & SLAB BEAMS20X 30FOR GF & FF

2X2-DO- B2PLINTH BEAMS A3-DO- B1Roof Slab9CHHAJJA 7+2 = 9 nos 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 @0.8% = 0.25 cum = 2000 kgbars

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)

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)

3 3 Extra for brick work in

superstructure: Above plinth and upto floor

five level.3 3 12mm thick cement plaster of

3

3.5010.60 222.60 3.505.00 105.00

Total 72.90 327.60 sqm 23,882.04 8.1 10

2

0.135.00 0.06 0.20 0.136.00 0.06 0.23 0.131.50 0.06 0.02

Total 22307.10 0.45 cum 10,038.20 8.10 11

2.10 1.00 3049.40 1 10.50 sqm 32,018.70 8.8 12

2

0.601.20 10.80 0.300.45 1.08

Total 707.15 11.88 sqm 8,400.94 14.12 13

3



mix: In Cement Mortar 1:5 (1

cement : 5 fine sand)2x3 2x3

Providing wood work in

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

Sal, bijasal, benteak, khair,haldu

5doors5w2-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.

540 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.

5x3w2x4-v

Painting new exterior surface

(two or more coats) withPREMIUM TEXTURED paintas per manufacturer's

73.50 1 327.00 sqm 24,034.50

55.009.2 200.00 Kg 11,000.0014

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 12.7 17

10.00 5.00 672.65 2 50.00 sqm 33,632.50

0.8010.80 25.92 0.805.00 136.75 12.00 sqm 1,641.00

8

4



specifications to giveprotective and decorativefinish including cleaningwashing of surface etc.complete with:

On new work (Two or more same as that of plaster = 327 somcoats )

Structural steel work riveted or 200 kgbolted 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.

1 1 Painting on new work (two or

more coats) to give an evenshade with:

Satin synthetic enamel paint(top most approved brandedquality)

2x2x7 2x13

Providing and laying ceramic

glazed floor tiles 300x300mmconforming to IS : 15622 ofapproved make, colour, shadelaid on 20 mm thick CementMortar 1:4 (1 cement : 4coarse sand) includingpointing the joints with whitecement mixed with matchingpigment etc., complete.

1In colours such as White,Ivory, Grey, Fume Red Brown,

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

platform, balconies (plain

11.40 6.00 68.40 2.40 0.60 10.08

Total 147.35 116.40 sqm 17,151.54 3.4 4

2

0.451.70 1.70 13.01 0.308.50 0.20 5.10

467100.6711%Add Above 51381.07

6.5%Add Above 30,361.542%Add Above 9,342.01

558,185.295,58,000.00

5


Say Rs.


surfaces) and shelves (cast insitu)

1Roof Slab7CHHAJJA 5+2 = 9 nos 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).

10-Col Footings10-col

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

Extra for Water Supply & Sanitary FittingsExtra for External Services Connection

Total Estimate Amount Rs.

Rs Five Lac Fifty Eight Thousand Only.

Er YOGESH SHARMA Associate Civil Engineer

CITCON RAIPUR (C.G.)

-- 1 1.1

1.801.80 1.80 112.80 1 23.33 cum 2,631.62 2 3.1

3

0.151.80 1.80 1.94 0.083.00 3.00 2.16

Total 2310.85 4.10 cum 9,474.49 3 2.1

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

1

DETAILED ESTIMATE

Name of Work :

As per SOR :



DETAILED ESTIMATE OF PROPOSED TIME OFFICE FOR CASSIA TORRA POWDER & GUM MANUFACTURING PLANT ATIIDC NAYANPUR GIRWARGANJ SURAJPUR[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.




4columns3floor Providing and fixing




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

platform, balconies (plain

2.40 0.60 2.88 3.60 3.60 12.96

Total 147.35 15.84 sqm 2,334.02 4 3.4

2

0.4012.00 0.20 0.96 0.3012.00 0.20 0.72 0.082.40 0.60 0.23 0.123.60 3.60 1.56

Total 3290.90 3.47 cum 11,419.42 5 3.14

46.80 1 200.00 kg 9,360.00

6 7.4

1

2.753.60 0.20 3.96 2.753.00 0.20 3.30

Total 2231.55 7.26 cum 16,201.05 7 11.2

3

3.255.60 72.80 3.253.00 39.00

2



surfaces) and shelves (cast insitu)

2CHHAJJA 2NOS1-Roof Slab Providing and laying nominal



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


Thermo-Mechanically treated =200kgbars



2-TO2 12mm thick cement plaster of


cement : 5 fine sand)2X2-TO2X2

Total 72.90 111.80 sqm 8,150.22 8 8.1

2

0.135.00 0.06 0.12 0.136.00 0.06 0.05

Total 22307.10 0.17 cum 3,792.21 9 8.10

2.10 1.00 3049.40 1 6.30 sqm 19,211.22 10 8.8

1.201.80 707.15 2 2.16 sqm 1,527.44

11 14.12

73.50 1 86.00 sqm 6,321.00

55.0012 9.2 20.00 Kg 1,100.00

3






3doors1w 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.



1Bijasal, benteak, khair, halduwood.

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 or 20 kgbolted or welded in built-up

13 14.17

2.10 1.80 3.78 1.20 1.20 1.44

Total 12.20 5.22 sqm 63.68 14 14.18

1

1.80 1.20 2.16 5.00 0.10 0.50

Total 46.30 2.66 sqm 123.1696064.26

7.3% 7012.69Add AboveAdd Above 3% 2,881.93

105,958.881,06,000.00

4


Say Rs.


sections, trusses and frameswork upto a height of 5mabove plinth level, includingcutting, hoisting, fixing inposition and applying apriming coat of red oxide zincchromate primer.




Satin synthetic enamel paint(top most approved brandedquality)

1 1


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

Rs One Lac Six Thousand Only.



--Total 136.75 19.20 2,625.60

8

2.40 0.60 2.88 5.60 3.60 20.16

Total 147.35 23.04 sqm 3,394.94 4 3.4

2

0.4016.00 0.20 1.28 0.3016.00 0.20 0.96 0.082.40 0.60 0.23 0.125.60 3.60 2.42

Total 3290.90 4.89 cum 16,092.50 5 3.14

0.135.00 0.06 0.12 0.136.00 0.06 0.05

Total 22307.10 0.17 cum 3,792.21 9 8.10

1

DETAILED ESTIMATE

Name of Work :

As per SOR :



DETAILED ESTIMATE OF PROPOSED COMMON TOILET FOR CASSIA TORRA POWDER & GUM MANUFACTURING PLANTAT IIDC NAYANPUR GIRWARGANJ SURAJPUR[CG].SCHEDULE OF RATES PUBLIC WORKS DEPARTMENT [PWD BUILDING-01-06-2009]

Suspended floors, roofs, access

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

2CHHAJJA 2NOS1-Roof Slab PT. Providing and laying nominal



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


3doors1w Providing and fixing flush

door shutters decorative type,core of block boardconstruction with frame offirst class hard wood and wellmatched teak ply veneering

2.10 1.00 3049.40 1 6.30 sqm 19,211.22 10 8.8

1.201.80 707.15 2 2.16 sqm 1,527.44

11 14.12

73.50 1 112.00 sqm 8,232.00

55.0012 9.2 20.00 Kg 1,100.00

13 14.17

2.10 1.80 3.78 1.20 1.20 1.44

Total 12.20 5.22 sqm 63.68 14 14.18

1

2



with vertical grains or crossbands and face veneers onboth faces of shuttersexcluding hinges.



1Bijasal, benteak, khair, halduwood.

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 or 20 kgbolted 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.




Satin synthetic enamel paint

1.80 1.20 2.16 5.00 0.10 0.50

Total 46.30 2.66 sqm 123.16 5.00 3.00 532.3515 12.6 15.00 sqm 7,985.25

46.80 1 260.00 kg 12,168.00

6 7.4

1

2.755.00 0.20 5.50 2.753.00 0.20 3.30

Total 2231.55 8.80 cum 19,637.64 7 11.2

3

3.255.60 72.80 3.253.00 39.00

Total 72.90 111.80 sqm 8,150.22 8 8.1

2

1 1.1

3



(top most approved brandedquality)

1 1

1Providing and fixing ceramicglazed wall tiles conforming toIS : 15622 of approved make,colours, shades and size onwall and dados over 12 mmthick bed of cement Mortar 1:3(1 cement : 3 coarse sand) andjointing with grey cementslurry @ 3.3kg per sqmincluding pointing in whitecement mixed with matchingpigment complete.

Thermo-Mechanically treated @1% = 0.05 cum =260 kgbars



2-TO2 12mm thick cement plaster of


cement : 5 fine sand)2X2-TO2X2




Excavation for all types andsizes of foundations, trenchesand drains or for any other

1.801.80 1.80 112.80 1 23.33 cum 2,631.62 2 3.1

3

0.151.80 1.80 1.94 0.085.00 3.00 1.20

Total 2310.85 3.14 cum 7,256.07 3 2.1

3.25 1.00 183.50 6 13.00 sqm 2,385.50

-- - 9

0.6016.00 9.60 0.6016.00 9.60

116377.082% 2327.54Add Above

Add Above 20% 23,275.42141,980.04

1,42,000.00

4


Say Rs.


purpose including disposal ofexcavated stuff upto 1.5 m liftand lead upto 50m (at least 5maway from the excavatedarea), including dressing andleveling of pits.




4columns1PUBLIC TOILET Providing and fixing




1-T.O. Plinth Beam1-T.O. Lintel & slab beams


Extra for Water Supply & Sanitary FittingsTotal Estimate Amount Rs.

Rs One Lac Forty Two Thousand Only.



-- 1.1 1

112.801.801.80 1.80 23.33 1 cum 2631.62 3.1 2

3

1.801.80 0.15 1.94 3.0010.00 0.20 6.00

2310.85 Total 7.94 cum 18348.152800.903.0010.00 0.20 6.00 4 cum 16805.40

2.1 3

73.801.201.70 8.16 1 sqm 602.21

1

DETAILED ESTIMATEName of Work :

As per SOR :

RATEUNITQTYLNREFSN ITEM DESCRIPTION B H/D AMOUNT


DETAILED ESTIMATE OF PROPOSED CYCLE STAND SHED FOR CASSIA TORRA POWDER & GUMMANUFACTURING PLANT AT IIDC NAYANPUR GIRWARGANJ SURAJPUR[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 lead upto50m (at least 5m away fromthe 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 form work.


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 alllevels, for:

4Foundations, footings, base

3.2 4

3

1.701.70 0.40 4.62 0.301.75 0.30 0.63

3290.00 Total 5.25 cum 17272.50 3.14 5

46.80 450.00 1 kg 21060.00

9.3 6

65.85 600.00 1 kg 39510.00

2



of columns and plinth beamin any shape and size.

Providing and layingnominal mix cementconcrete with crushed stoneaggregate using concretemixer in all works upto floorfive level excluding cost ofform 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:

Thermo-Mechanically Take steel reinforcement as 1.00% of thetreated bars total qtty of RCC,

5.25x1.00/100=0.0525cum, ie 450kg Steel work in tubular

structure 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 chromateprimer.

Hot finished welded tubes No of trusses = 4 forPR & RMS Length of purlin= 10 m

335.653.0010.00 30.0010.13 sqm7 10069.50

10.18 8

42.15 10.00 10.00 1 metre 421.50

12.20 30.0014.17 sqm9 366.00

14.18 10

26.10 30.00 5 sqm 783.00

127869.881,28,000.00

3


Say Rs.


COL- 41Providing asbestos cement

6mm 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

Applying priming coat on LS BASIS FOR STEEL COL &steel work with red oxide TRUSSES= 30zinc chromate primer.

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

Black anti-corrosive AS PER ABOVEbitumastic paint

As per SOR Total Estimate Amount Rs.AS PER ABOVE

Rs One LacTwenty Eight Thousand Only.

Er YOGESH SHARMA Associate Civil Engineer CITCON RAIPUR (C.G.)

Date post:	20-Jan-2020
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