chadola sir 68 item

7/30/2019 Chadola Sir 68 Item

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Sl. No. Items of work Unit Qty Rate Amount

Turn Key Basis at 132 KV Sub Station Bilsi, Badaun. (Automation System)

BILL OF QUANTITY

For Costruction of Main Gantry, Aux, Foundaiton, Transformer Plith, Trenches,

Chain link Fencing, Transformer Track, Fire Protection Wall etc. in Switchyard On

9 cement concrete with 2cm gauge approved hard stone

ballast, coarse sand (F.M. 1.8 to 2.5) and cement in

proportion of 3:1:5:1 including supply of all materials, labour,side shuttering if requiring if required and T&P etc required

for proper completion of work. (CSI No.5.23)

CUM 20.00

5038.75

(Rs. Fivethousand thirty

eight and paisa

seventy five only

100775.00

10 Providing and laying 75 mm thick Stone Turfing with 20mm

to 40 mm round Pabbles or 20mm granite stone ballast over

layed CC in 1:4:8 Rates are including of proper p;acement in

level and alignment as per direction of Engineer in charge

but excluding the cost of CC 1:4:8 Complete. NSISqM 5000.00

156.25

(Rs. One

hundred fifty six

and paisa twenty

five only)

781250.00

11 RCC work with cement approved coarse sand (F.M. 1.8 to

2.5 ) and 2 cm gauge graded approved hard stone ballast in

propertion 1:1:5:3 in RCC slab. CSI NO. 5.24

CUM 5.00

6477.50

(Rs. Six thousand

four hundred

seventy sevenand paisa fifty

only)

32387.50


2.5) and 2 cm gauge graded approved hard stone ballast in

proportion 1:1:5:3 in raft foundations and colmn footing,

excluding supply of reinforcement and its bending but

including its fixing and binding the same with 24 B.W.G. G.I.

binding wire and including necessary centering and

shuttering etc. and also including cost of all materials,

binding wire, labour and T&P etc. required for proper

completion of the work. (CSI No. 5.27)

CUM 25.00

5358.75

(Rs. Five

thousand three

hundred fifty

eight and paisa

seventy five only)

133968.75


2.5 ) and 2 cm gauge graded approved hard stone ballast in

propertion 1:1:5:3 in RCC columns in proportion of cement,

chopan coarse sand (F.M. 2.0 to 2.5 ) and 20 m graded

hard approved stone ballast like granite, quartzite etc from

Dalla, Jhansi or other quarries.( CSI NO. 5.17)

CUM 5.00

7113.75

(Rs. Seventhousad one

hundred thirteen

and paisa

seventy five

only)

35568.75

14 concreting of 40 mm thick R.C.C. trench cover of mild steel

frame work with CC 1:1:5:3 in cement coarse sand, 20mm

down graded stone ballast with 3mm thick floating coat of

neat cement finish on top complete with all labour, materials,

T&P etc required for proper completion of the work but

excluding cost of cover of steel frame. (CSI No. 5.19)

SqM 150.00

253.75

(Rs. Two

hundred fifty

three and paisa

seventy five only)

38062.50

15 First class brick (class-150) work in 1:6 cement and coarsesand (F.M. 1.8 to 2.5) mortar in foundation and plinth

including supply of all materials, labour & T&P etc. required

for proper completion of work.

(CSI No. 6.01)CUM 80.00

2743.75

( Rs. Two

Thousand seven

hundred forty

three and paisa

seventy five only)

219500.00

J.E. S.D.O. COMPUTER E.E.


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BILL OF QUANTITY



16 First class brick work in 1:6 cement and coarse sand (F.M.

1.8 to 2.5) mortar in super structure including necessary

cutting and moulding of bricks as required and alsoincluding honeycomb brick work, thickness of wall not to be

less than 1.5 brick, including supply of all materials, labour &

T&P etc required for proper completion of the work. (CSI No.

6.01+60.7)

CUM 5.00

2896.25

(Rs. Twothousand eight

hundred ninety

six and paisa

twenty five only)

14481.25


1.8 to 2.5) mortar in super structure for walls of one brick

thickness (CSI No. 6.01+6.07+6.08)CUM 2.00

3028.75

(Rs. Three

thousand twenty

eight and paisa

seventy five only)

6057.50


1.8 to 2.5) mortar in foundation and plinth including supply

of all materials, labour & T&P etc. required for proper

completion of work. CSI No. 6.03 CUM 200.00

2922.50

(Rs. Two

thousand nine

hundred twentytwo and paisa

fifty only)

584500.00

19 Same as item No. (18) above but in superstructue including

necessary cutting, & moulding of bricks as required & also

including honey comb thick works thickness of wall not to be

less than 1 1/2 brick. . CSI No. 6.03+6.07CUM 4.00

3075.00 (Rs.

Three thousand

seventy five only)

12300.00

20 First class brick work in 1:4 cement and coarse sand (f.M.

1.8 to 2.5) mortar in super structure for walls of ne brick

thickness. (CSI No. 6.03+6.07+6.08)CUM 1.00

3207.50

(Rs. Three

thousand two

hundred seven

and paisa fifty

only)

3207.50

21 First class brick work in 1:4 cement and coarse sand (f.M.

1.8 to 2.5) mortar in super structure for walls of half brick

(115mm) thicknes in super structure .

(CSI No. 6.03+6.07+6.08+09)CUM 1.00

3274.00

(Rs. Three

thousand two

hundred seventy

four only)

3274.00

22 Rainforced brick work for f ire protection walls in 1:3 cement

and coarse sand mortar of F.M. 1.5 to 2.0 in foundation and

plinth including supply of all labour, materials T&P etc

required for proper completion of the work but excluding the

supply of reinforcement steel. (CSI NO. 6.21)

CUM 5.00

3257.50

(Rs. Three

thousand Two

hundred fifty

seven and paisa

fifty only

16287.50

23 Rainforced brick work for f ire protection walls in 1:3 cement

and coarse sand mortar of F.M. 1.5 to 2.0 in fire wall

superstructure. (CSI NO. 6.22) CUM 20.00

4105.00

(Rs. Four

thousand one

hundred five

only)

82100.00

24 Mild Steel or Iron work in heavy sizes such as trusses built

up gates, door frames, record, racks roof work gates etc.

wrought to required form including holes rivetting or welding

where necessary and also including supply of steel bolts ,

bolts nuts wastage etc. and their fixing required for proper

completion of the work (Steel shall be arranged by the

contractor ) CSI NO. 9.03

MT 2.00

76596.25

(Rs. Seventy six

thousand five

hundred ninty six

and paisa twenty

five only

153192.50



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BILL OF QUANTITY



25 Supply of 90/105 Ibs straight Rail ( conforming to IS 266) for

grouting on Transformer Pligth. Rates are inclusiveof its

cartage upto site and all other taxes as per Govt. Rule. NIS.MT 0.00

69575.00

(Rs. Sixty ninethousand five

hundred seventy

five only)

0.00

26 Mild Steel or Iron in plain work such as reinforced concrete

or reinforced brick work (when not included in an over all

rates) wrought to required shape as necessary including

bending for proper completion of the work and including

supply of steel its wastage, bend, hooks and authorised

overlapping shall be measured. (steel shall be arranged by

the contractor). (CSI No. 9.05)

MT 3.00

73917.50

(Rs. Seventy

three thousand

nine hundred

seventeen and

paisa fifty only))

221752.50

27 supply and fixing and grounding 32/28 mm. dia M.S. Anchor

bolts with two nos. nuts and washers as per approved

drawoing and specificaiton including galvanizing in properalignment, position and level with help of a template

complete including supply of all labur & T&P etc. required for

proper completion of the work. NSI

MT 0.01

87500.00

( Rs. Eight seventhousand five

hundred only

875.00

28 supply and fixing and grounding 16/25 mm. dia M.S. Anchor

bolts with two nos. nuts and washers as per approved

drawoing and specificaiton including galvanizing in proper

alignment, position and level with help of a template

complete including supply of all labur & T&P etc. required for

proper completion of the work. NSI

MT 0.35

87500.00

( Rs. Eight seven

thousand five

hundred only

30625.00

29 Supply and fixing 50x50mm. 8 gauge G.I. chain link fencing

2.4 M high including fixing to vertical posts, horizontal

runners with 10mm dia. 40mm long bolts, nuts and washers

complete with all materials, labour and T&P etc. required for

proper completion of work chain link of 8 gauge shall begalvanised by hot dispped method as per relevant IS Code.

(excluding cost of vertical posts and horizontal runners) (CSI

NO. 9.34)

SqM 150.00

546.25

(Rs, Five

hundred fourty

six and paisa

twenty five only)

81937.50

30 Grouting of M.S. rail of 90 Ibs including cost of all materials,

labour and T&P for fixing of rail in proper alignment, level

and position in transformer pl inth foundation etc. as per

direction of Engineer in charge (Excluding cost of rail) (CSI

No. 9.41)

RM 0.00

306.25

(Rs. Three

hundred six and

paisa twenty five

only)

0.00

31 Grouting of vertical or inclined post of pale fencing in true

level, alignment and in plumb or inclination as required,

including cost of all labour, materials and T&P required for

proper completion of work. (Posts and CC shall be

measured separately) (C.S.I.N0. 9.42)

Nos. 150.00

19.75

(Rs. Ninteen and

paisa seventy

five only)

2962.50

32 Fixing and grouting of trench edging in proper level and

alignment including cost of all labour, and T&P etc. required

for proper completion of work but excluding cost of C.C.

(CSI No. 9.45)Nos. 1000.00

9.13(Rs. Nine and

paisa thirteen

only)

9130.00



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BILL OF QUANTITY



33 6mm thick plaster with cement mortar with 1:3 cement and

approved coarse sand mortar . (CSI No. 11.20

SqM 100.00

86.25

(Rs. Eighty six

and paisa twenty

five only)

8625.00

34 Fixing of template in proper level and alignment for grouting

of Anchor bolt in auxil iary structure cost of all mater ials,

labour and T&P required for proper completion of the work..

CSI. No. 9.47 No. 25.00

18.25

(Rs. Eightee and

paisa twenty five

only)

456.25

35 12mm thick plaster with cement mortar with 1:4 cement and

coarse sand mortar (CSI No. 11.08)

SqM 1200.00

105.00

(Rs. One

hundred five

only)

126000.00

36 12 mm thick plaster with 1:6 cement and coarse sand

morter. (CSI No. 11.10)

SqM 50.00

95.50

(Rs. Ninety five

and paisa fifty

only)

4775.00

37 Add fr extra labour and materials for plaster over rough face

of wall (CSI No. 11.15)

SqM 500.00

8.75

(Rs. Eight and

paisa seventy

five only)

4375.00

38 Champering the edge of conrete in auxiliary structure, of

size 25 mm wide in traingular section including all materials,

labour and T&P etc. complete. C.S.I. No. 11.21 RM 1500.00

5.75

(Rs. Five andpaisa seventy

five only)

8625.00

39 4.00 cm thick 1:2:4 plain cement concrete floor with cement

approved coarse sand, and 2 cm graded approved stone

ballast laid in panels finished with 3 mm floating coat of

neat cement or cement and marble dust in ratio of 5:1 as

specified and removing any overtapping mortar at the joints

of the panels if any and giving them a uniform finsih

including supply of all materials, labour and T&P etc.

required for proper completion of the work.( without base

concrete) (CSI No. 12.03)

SqM 100.00

250.00

(Rs. Two

hundred fifty

only)

25000.00

40 2.5 cm. thick 1:2:4 plain cement concrete floor with cement

approved coarse sand and 2cm. graded approved stone

ballast laid in panels finished with 3mm. floating coat ofneat cement or cement and marble dut in ratio of 5:1 as

specified (excluding base concrete) and removing any over

lapping mortar at the joints of the panels if any and giving

them a uniform finish including supply of all materials, labour

and T&P etc. required for proper completion of the work.

CSI No. 12.02

SqM 160.00

167.50( Rs. One

hundred sixty

seven and paisa

fifty only)

26800.00



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BILL OF QUANTITY



41 First class brick on edge floor laid in cemet mortar

consisting of one part of cement and six parts of coarse

sand and pointed with cement mortar 1:2 including supply ofall materials labour & T&P required for proper completion of

the work. (CSI No. 12.06)SqM 40.00

412.50

(Rs. Four

hundred twelve

and paisa fifty

only)

16500.00

42 First class brick on edge floor laid dry, joints sand filled,

including preparation of base to proper slope and its

ramming including supply of all material labour & T&P etc.

required for proper completion of the work. (CSI No. 12.08) SqM 1600.00

257.50

( Rs. Two

hundred fifty

seven and paisa

fifty only)

412000.00

43 Supply and laying of 80 mm thick Cement Concrete

interlocking tiles grey coloured 'I' shaped including supply of

all material, labour and T&P etc. required for proper

completion of work. C.S.I. No. 12.27 SqM 200.00

585.38

(Rs. Five

hundred eightyfive and paisa

thirty eight only)

117076.00

44 Painting or varnishing new iron work in small areas or new

wood work with one coat of ready mixed priming paint and

two coat coat of approved superior quality ready mix paint

"Luxol" or equivalent brand or varnish including supply of all

materials, labour and T&P etc. required for proper

completion of the work.Paint to be used should conform to

the I.S. 103-1950. C.S.I. No. 13.01+13.02

SqM 200.00

67.25

(Rs. Sixty seven

and paisa twenty

five only)

13450.00

45 Painting one priming coat and two coats of water proof

exterior emulsion paint of APEX ULTIMA (ASIAN)/Weather

Shield Max (ICI) or equivalent brand APEX PaintofBerger/Asiann/ICI or equivalent including supply of all


completion of work. (CSI No. 13.23+13.24)

SqM 100.00

77.50(Rs. Seventy

seven and paisa

fifty only)

7750.00

46 Painting letters & number over cable trench cover or other

places with the help of stencils including painting of base of

150 mm. dia of one coat of primer and two coats of superior

quality synthetic enamel paint size of letter to be 60 mm x 10

mm. including cost of all mater ials, labour and T&P etc.

required for proper completion of the work. Including placing

of trench covers in required position. CSI NO. 13.20

No 650.00

7.81

(Rs. Seven and

paisa eighty one

only)

5076.50

47 White washing with three coats including supply of all


completion of the work. CSI No. 14.03 SqM 100.00

7.50

(Rs. Seven and

paisa fifty only)

750.00



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BILL OF QUANTITY



48 Fil ling of 20mm. Wide 100mm. Deep joint with coarse sand

and saw dust mixed with hot bitumen inclduding all materal

and T&P etc. required for proper completion of the work.(CSI No. 18.20)

RM 600.00

36.38

(Rs. Thirty sixand paisa thirty

eight only)

21828.00

49

Placing of trench cover of all size in proper position

including transportation from different places the S/S area

including all labour, T&P etc. required for proper completion

of the work as per direction of Engineer-in-charge. CSI No.

20.11

No 650.007.00 (Rs.

Seven only)4550.00

50 3 mm thick floating coat of neat cement finish including

supply of all mater ials, labour and T&P etc. required for

proper completion of the work (including cost of cement),

cement consumption 0.044 bag/sq.m. CSI No. 20.23 SqM 200.00

21.25 (

Rs. Twenty one

and paisa twenty

five only)

4250.00

51 Providing and fixing of 110 mm dia. PVC pipe 6Kg/Sq.cm for

water supply mains andsewerage system, Tirupti or

equivalent make with special such as Tee, bend , socket,

elbow, shoe etc including cutting of pipe where necessary

and including excavation of trenches for laying the pipe line

of approved size (600 x900mm ) and including its back filling

after festing the pipe line, watering, ramming etc complete

including disposal of surplus earth from the sides upto 100

Meter as per direction of Engineer I/C as required for proper

completion of work. (CSI No. 26.64a

RM 50.00

243.75

(Rs. Two

hundred forty

three and paisa

seventy five only)

12187.50

52 Same as above in item no 62 but 75 mm dia PVC pipe (CSI

No. 26.64cRM 50.00

120.00

( Rs. One

hundred twenty

only)

6000.00

53 Prov iding and laying 150mm dia. R.C.C. Hume pipe with

coller (P-2) in proper level and alignment including cost of all

materials labour and T&P required for proper completion of

work. Job Complete. NSI

RM 12.00

437.50

(Rs. Four

hundred thirty

seve and paisa

fifty only))

5250.00

54 Prov iding and laying 350mm dia. R.C.C. Hume pipe with

coller (P-2) in proper level and alignment including cost of all

materials labour and T&P required for proper completion of

work. Job Complete. NSI

RM 6.00

600.00

(Rs. Six hundred

only)

3600.00

55 Concrete work with 40 mm gauge brick ballast obtained

from breaking brick bats (brick bats supplied by the

department free of cost) in proportion of 12:6:1 as in item5.01 above including cost of all labour, materials, T&P etc.

required for proper completion of the work.CSI NO. 5.22

CUM 20.00

1893.75

(Rs. Onethousand eight

hundred ninty

three and paisa

seventy five only)

37875.00



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BILL OF QUANTITY



56 Providing barbed iron wire fencing including stretching,

fixing into the post including all labour, materials and T&P

required for proper completion of work the weight of hotdipped GI barbed wire having 12 SWG-2 ply wires and 4

point ordinary barbs @ 150mm (approx) C/C should be 10

gm per Meter. (CSI No. 9.13)

Kg 150.00

96.75(Rs. Ninty six and

paisa seventy

five only)

14512.50

57 Laying CC road slab consisting of 1 cement 2 approved

coarse sand 4 approved stone ballast 2 cm gauge over

prepared subgrde after its rectificaitons and briging it to

proper camber and including supply of all materials, labour

and T&P etc requied for proper completion of the work

finished to required template as per direction of the engineer

in charge but excluding cost of metal required for the

rectification of the sub-grade . CSI No. 18.13

CUM 120 5638.75

(Rs. Five

thousand six

hundred thirty

eight and paisa

seventy five only)

676650.00

1

Extra Item :

Providing M.S. Frames work for R.C.C. Trench covers and

edging with M.S. Angles inlcuding cutting, bending and

weldng of M.S. Angle and cutting and welding of M.S. bars

for reinforcement and lifting hooks as per approved design.

The rate is including cost of all labour, materials, etc. as

required for proper completion of the work. CSI No. 9.27

MT 10 73133.75(Rs Seventy

three thousand

one hundred

thirty three and

paisa seventy

five only)

731337.50

7751076.00



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chadola sir 68 item

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