gdd500 jp nagar

7/31/2019 Gdd500 Jp Nagar

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Sl.

No.Description of Items Qty Unit Rate Amount

Remarks

S.H:EARTH WORK

1

Earth work in excavation by mechanical

means(Hydraulic excavator)/manual means over

areas (exceeding 30 cm in depth. 1.5 m in width as

well as 10 sqm on plan) including disposal of

excavated earth, lead upto 50 m and lift upto 1.5

m ; disposed earth to be levelled and neatly

(a)All kinds of soil 110.00 Cum 97.42 10716.39 2.6.1

2

Filling available excavated earth (excluding rock)

in trenches, plinth, sides of foundations etc. in

layers not exceeding 20cm in depth: consolidating

each deposited layer by ramming and watering,

lead upto 50 m and lift upto 1.5 m.

66.00 Cum 43.71 2885.06 2.25

3Extra for every additional lift of 1.5 m or part

thereof in:(a) All kinds of soil. 65.00 Cum 18.08 1175.09 2.26.1

4

Supplying and filling in plinth with silver sand /

River sand under floors including,watering,

ramming, consolidating and dressing complete.

1.00 Cum 288.39 288.39 2.27

S.H: CONCRETE WORK

1

Providing and laying in position cement concrete

of specified grade excluding the cost of centring

and shuttering - All work upto plinth level.

(a)1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size)0.25 Cum 3115.82 778.96 4.1.3

(b)1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size )4.00 Cum 2196.32 8785.27 4.1.9

S.H:REINFORCED CEMENT CONCRETE

1

Providing and laying in position specified grade of

reinforced cement concrete excluding the cost of

centring, shuttering, finishing and reinforcement -

All work upto plinth level.

(a)1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded

stone aggregate 20 mm nominal size )36.00 Cum 3569.74 128510.61 5.1.2

2Centring and shuttering including strutting,

propping etc. and removal of form for :

(a)Foundations, footings, bases of columns etc. for

mass concrete.5.00 Sqm 114.07 570.33 5.9.1

(b)Lintels, beams, plinth beams, girders, bressumers

and cantilevers.15.00 Sqm 155.58 2333.67 5.9.5

3

Reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

(a) Thermo-Mechanically Treated bars. 3250.00 Kg 40.84 132741.30 5.22.6

ABSTRACT OF COST

Name of work: C/O 40m tower i/c foundation, Erection, Painting etc at J.P.Nagar ( Site

ID GDD 500 ) , Dumka.


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S.H: BRICK WORK

1Brick work with F.P.S.bricks of classdesignation 50

infoundation and plinth in :

(a) Cement mortar 1:6 (1 cement : 6 coarse sand ) 0.50 Cum 2029.50 1014.75 6.1.2

2Half brick masonry with F.P.S. bricks of class

designation 50 in foundations and plinth in :

(a) Cement mortar 1:4 (1 Cement : 4 coarse sand)

65.00 Sqm 258.60 16808.72 6.12.2S.H: FINISHING

1 12 mm cement plaster mix :

(a) 1:6 (1 cement : 6 fine sand ) 12.00 Sqm 69.54 834.47 13.4.2

2 Neat cement punning. 6.00 Sqm 20.47 122.82 13.18

S.H: ERECTION OF TOWER

1

Labour charges for arranging and fixing the

anchor bolts in position during concreting ( Base

plate and anchor bolts shall be supplied by the

department at site of work at free of cost)

32.00 Each 100.00 3200.00 MR

2

Transportation of tower material (approximately

10 MT by mechanical transport i/c loading,unloading & sorting from BSNL Store at ARTTC,

Ranchi to tower site (a) for a distance upto 100

km.

8.50 Per MT 850.00 7225.00 MR

3Extra for additional lead of per km per Mt

(Beyond 100 km)2450.00

MT/

Km8.00 19600.00 MR

4

Providing and fixing horizontal cable tray with

galvanized iron sections connected by bolts and

nuts or by a welding to required line and level i/c

connecting leg as required.

150.00 Kg 85.00 12750.00 MR

5

Labour charges for erection and fixing of tower

members as per standard / approved drawing,

schedule including tightening of nuts, bolts

washers , with proper tools and plants, fixing of

antenna fixture cable tray platform and railing and

ladders of all complete as per direction of

Engineer-in-charge. (a) on 40 Mt Tower.

8.50 MT 4100.00 34850.00 MR

6

Painting of erected tower structure with LUXOL

High gloss synthetic enamel paint or equivalent in

two or more coats over and including base coats

etching primer (BISON wash primer or

equivalent) and BISON HB Zinc Phosphate

primer or equivalent to required satisfaction of

Engineer-in-charge.

8.20 MT 3500.00 28700.00 MR

7

Providing antenna mount made of galvanized iron

section and medium quality (IS:) G.I pipe and

fixing by bolts and nuts or by welding at required

height (upto 40 metres ) as per direction of

Engineer-in-charge (Erection & Fixing to be paid

separately in Tower erection ). (a) on 40 mtr

110.00 Kg 85.00 9350.00 MR


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8

Deduct for using non galvanized iron section

instead of galvanized iron section in cable tray

antenna fixtures.

205.00 Kg -15.00 -3075.00 MR

Total Rs. 420165.82

Add 58 % enhancment as per cost index approved by

CE (EZ-II) CPWD Patna vide his letter No.

19(2)/CE(EZ-II)/2009/2045 dated 23.12.2009 and

subsequent no W(CI)/CE-C/RCH/292 dt. 04.04.12 of

CE(C,Ranchi, on all DSR 2007 items only I,e

excepting market rate Items. Rs. 178388.18

Total Rs. 598554.00

add 5 % contingencies (+) Rs. 29927.70

Toat Rs. 628481.70

Say Rs. 628482.00

Rupees Six Lakh Twenty eight thousand Four hundred eighty two only.

JTO (C )

BSNL Civil Sub Divn-Dumka.

Executive Engineer (C )

BSNL Civil Divn-Dhanbad

SDE (C )

BSNL Civil Sub Divn-Dumka.


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0.00 101.85 110/115

0.00

45.7

0.00 18.9

0.00

301.5

3115.82 3257.45

2196.32 2296.15

3569.74 3732

114.07 119.25

155.58 162.65

40.84 42.7


5/24

2029.50 2121.75

258.60 270.35

69.54 72.7

20.47 21.4

296385.2


6/24

11971.08


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BASIC RATES OF MATERIAL AND LABOUR

Sub Division => Dumka Division =>Dhanbad

COST INDEX : Approx w.r.t 1997

Item Source Unit Lead arriag

in Km. I/c loadi

Bricks Dumka 1000 Nos. 5200.00 150.00

SIZE in mm = 248 121 75

Cement Local M/R MT 6700.00 200.00

T.M.T steel Bar Local M/R MT 44400.00 400.00

Stone aggt.:=

40 mmSarasdan

ga Cum 55 725.00 90.00

20 mm " Cum 55 740.00 90.00

10 mm / 12.5 mm " Cum 55 725.00 90.00

2.36 mm to 12.5 mm " Cum 55 700.00 90.00

Fine Aggt.

Course sand Maharo Cum 15 550.00

Fine sand " Cum 15 550.00local wood(Battens), shuttering Cum 15 25500.00 0.00

-------------do-------- planks,shuttering Cum 15 25500.00 0.00

Local wood(Planks),wood work Cum 15 26800.00 0.00

Cement Local M/R MT 5 6700.00 200.00

Steel Local M/R MT 5 44400.00 400.00

Synthetic enamel paint Litre 5 186.00 0.00

Steel primer Litre 5 118.00 0.00

Tees ,etc. Qtl 5 5200.00 0.00

M.S. Bar Qtl 5 4200.00 0.00

M.S. Flat,Angle Qtl 5 4600.00 0.00

Gusset plate Qtl 5 4800.00 0.00

Holding down bolts Qtl 5200.00 0.00Welding charge per Cm. Cm 7.00 0.00

6mm dia M.S bars Qtl ** 5200.00

White grese kg 180.00

Wall form panel 1250X500 Each 1350.00

Corner angle (1.5 m long) Each 255.00

100mm channel shoulders(2.5 m long) Each 1265.00

Double clip (Bridge clip) Each 75.00

Single Clip Each 65.00

M.S.Tube 40mm M 230.00

Assembly nuts & bolts..(500.00) 1time 5.14

Shuttering oil Ltr 32.00Binding wire Kg 64.00

Props 2.0 mtr.(2.0-3.5m) Each ** 650.00

Plate (0.75 X 0.60m) Qtl 4800.00

Telescopic prop 2.02 to 3.75 m Each 1040.00

Beam clamp 380mm Each 388.00

Diesel Ltr. 40.00

Mobil Ltr. 180.00

Hire charge of Truck per day 2000.00

Certified that the above rate, leads and carriage are personally verified by the undersigned

the lowest prevailing market rate.

Name of work: C/O 40m Tower i/c Foundation, Errection, Painting & allied works

at Harna kundi Road ( Site ID DMK515 ), Dumka.

Rate at

site i/c


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JTO SDE Executi

Mixer ach / day 700.00

Vibrator ach / day 450.00

Mosaic machine ach / day 450.00

LABOUR: RATEMASON-I Each / day 250.00

MASON-II Each / day 200.00

CARPENTER-I Each / day 250.00

CARPENTER-II Each / day 200.00

BELDAR Each / day 150.00

COOLIE Each / day 150.00

BHISTI Each / day 150.00

BHANDANI Each / day 180.00

MATE Each / day 180.00

PAINTER Each / day 250.00

WHITE WASHER Each / day 160.00

BLACKSMITH-I Each / day 250.00

BLACKSMITH-II Each / day 200.00

MISTRI Each / day 180.00

Fitter Each / day 250.00

Ass. Fitter Each / day 200.00

Mixer operator Each / day 200.00

Beldar special rate Each / day 200.00

Glazier Each / day ** 200.00

Mason (Avg.) Each / day 225.00

Carpenter(avg) Each / day 225.00

Blacksmith(Avg) Each / day 225.00

Fitter(Avg) Each / day 225.00Stone Mason-2nd class 200.00

Number marker 200.00

Certified that the above rates are personally verified by the undersigned & those are

the lowest prevailing market rate.

J.T.O S.D.E (C ) Executi

MORTAR

# Cement mortar 1:3 (1 Cement : 3 Fine sand )(Ref. page 6 & 7, DAR"97, Vol. - I I )

Details of cost for 1 (One ) Cum.

MATERIALS

Cement MT 0.51 6900.00 3519.00

Fine sand Cum 1.07 550.00 588.50

LABOUR

For measuring, carrying, depositing&mixing :-

Beldar Each 0.75 150.00 112.50 "B"

Each / day

Each / day


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Bhisti Each 0.07 150.00 10.50

Hire and running charges of mechanica 1 time 10.35 5.91 61.17

Sundries 1 time 5.20 5.91 30.73

4322.40

Add for water charges 1% 43.22

4365.62

Add for C.P. & O.H on all 10% 436.56

COST FOR ONE CUM. 4802.19

Cement mortar 1:6 (1 Cement : 6 Fine sand )(Ref. page 9/10, DAR"97, Vol. - I I )


MATERIALS

Cement MT 0.25 6900.00 1725.00

Fine sand Cum 1.07 550.00 588.50

LABOUR


Beldar Each 0.75 150.00 112.50 "B"

Bhisti Each 0.07 150.00 10.50

Hire and running charges of mechanica 1 time 10.35 5.91 61.17Sundries 1 time 5.20 5.91 30.73

2528.40


2553.68

Add for C.P. & O.H on all @ 10% 255.37


Cement morter 1:4 (1 Cement : 4 Coarse sand )(Ref. page 9, DAR"97, Vol. - I I )


MATERIALS

Cement MT 0.38 6700.00 2546.00 " A "

Carriage of cement MT 0.38 200 76.00

Fine sand Cum 1.07 550.00 588.50

LABOUR


Beldar Each 0.75 150.00 112.50

Bhisti Each 0.07 150.00 10.50

Hire and running charges of mechanica 1 time 10.35 5.91 61.17

Sundries 1 time 5.20 5.91 30.73

3425.40

Add for water charges 1% 34.253459.65



Item no.1

Earth work in excavation over areas(excedind 30 cm in(Ref page 91, DAR 97, Vol. I )

EARTH WORK


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Details of cost for 10 cum.

Labour

Mate each 0.80 180.00 144.00 "B"

Beldar/coolie each 8.00 150.00 1200.00

1344.00


1357.44

Add for C.P. & O.H on 10% 135.74

1493.181493.18

COST FOR ONE CUM. 149.32Item no. 2:

Filling available exacavated earth.. Lift up to 1.50 m.(Ref page 112/113, DAR 97, Vol. I )


Labour

Mate each 0.20 180.00 36.00

Beldar/coolie each 2.50 150.00 375.00 "B"

Bhisti each 0.20 150.00 30.00441.00


445.41


449.86

449.86

COST FOR ONE CUM. 44.99Item no.3(a)

Extra for every additional lift of 1.50 m or part thereof in(Ref page 113, DAR 97, Vol. I )


Labour

Mate each 0.10 180.00 18.00

Beldar each 1.10 150.00 165.00 "B"

183.00


184.83


203.31


Item no 1 (b)

Providing and laying Cement Concrete 1 : 4 : 8 (1cement: 4 Coarse sand: 8

stone agg.t 40 mm nominal size ....all work up to plinth.

(Ref page 25, DAR 97, Vol. I I )

Details of cost for 1 (One ) cum.

MATERIALS

Stone aggregate. 40 mm Cum 0.65 725.00 471.25


Coarse sand Cum 0.47 550.00 258.50

CONCRETE WORK


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Cement MT 0.17 6900.00 1173.00

LABOUR

Mason (average ) Each 0.10 225.00 22.50

Beldar Each 1.63 150.00 244.50

Bhisti Each 0.70 150.00 105.00

Mixer per day 0.07 700.00 49.00

Vibrator per day 0.07 450.00 31.50

Sundries 1 time 5.20 5.91 30.73

2563.58Add for water charges 1% 25.64

2589.22


2848.14


Reinforced Cement Concrete 1 : 1.5 :3 ( coarse sand).(20 mm stone aggt. )

all works upto plinth level.

(Ref page 39, DAR 97, Vol. I I )

Details of cost for 1.00 cum.MATERIALS

Stone aggregate. 20 mmn Cum 0.57 740.00 421.80


Coarse sand Cum 0.425 550.00 233.75

Cement MT 0.4 6900.00 2760.00 "A"

LABOUR

Mason - I Each 0.17 250.00 42.50 "B"

Beldar Each 2.00 150.00 300.00

Bhisti Each 0.90 150.00 135.00

Mixer per day 0.07 700.00 49.00

Vibrator per day 0.07 450.00 31.50

Sundries 1 time 5.5

4176.55

Add for water charges ~~~~~~~~~~~~ 1% 41.77

4218.32


4640.15

COST FOR 1.00 CUM.~~~~~~~~~~~ 4640.15

Item no. 2 (a)

Centering and shuttering .. For foundn. Mass conc..

(Ref. page 44/45,DAR,97 Vol-II)

Details of cost for 10.80 sqm

Materials :-Wall form panel 1250X500 Each 16 1350.00 21600.00

Corner angle (1.5 m long) Each 4 255.00 1020.00

100mm channel shoulders(2.5 m long) Each 8 1265.00 10120.00

Double clip (Bridge clip) Each 16 75.00 1200.00

Single Clip Each 8 65.00 520.00

M.S.Tube 40mm Metre 10.8 230.00 2484.00

Assembly nuts & bolts..(500.00) 1 time 400 5.91 2364.00

39308.00

Add for maintainance @ 10% 10% 3930.80

Less salvage value @ -25% -9827.00

RCC WORK


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33411.80

Assuming shuttering will become unserviceable

after being used 80 times.

Cost of using once Each 1/80nos. 417.65

Carriage(30.00) 1 time 30 5.91 177.30

Labour :-

Fitter 1st. Class Each 0.75 250.00 187.50

Belder Each 1.5 150.00 225.00

Shuttering Oil. (30.00) 1 time 20 5.91 118.20

Sundries.(20.00) 1 time 10 5.91 59.101184.75

Add for water charges ~~~~~~@ 1% 11.85

1196.59


1316.25

COST FOR 10.80 Sqm~~~~~~~~~~~ 1316.25

COST FOR 1.00 Sqm~~~~~~~~~~~ 121.88

Item no. 2(b)

Centering and shuttering .. For Lintel,beams etc.(Ref. page 47,DAR,97 Vol-II)


Materials :-

Steel Plates. Kg 303.00 48.00 14544.00 "A"

Props 3m (adjustible tele 2.02-3.75m) Each 6 1040.00 6240.00

Beam clamp 300-380mm(450-1070) Each set 5 388.00 1940.00

Assembly nuts & bolts..(400.00) 1 time 400 5.91 2364.00

25088.00

Add for maintainance @ 10% 2508.80

Less salvage value @ -25% -6272.00

21324.80

Assuming shuttering will become unserviceableafter being used 80 times.

Cost of using once Each 1/80nos. 266.56

Carriage(30.00) 1 time 30 5.91 177.30

Labour :-

Fitter 1st. Class Each 1.25 250.00 312.50

Belder Each 2.50 150.00 375.00

Shuttering Oil. (15.00) 1time 15 5.91 88.65

Sundries.(10.00) 1 time 10 5.91 59.10

1279.11

Add for water charges except on "A" ~~ 1% 12.79

1291.90Add for C.P. & O.H on all @ 10% 127.91

1419.81

COST FOR 7.80 Sqm~~~~~~~~~~~ 1419.81

COST FOR 1.00 Sqm~~~~~~~~~~~ 182.03

Item no. 3(a)

Reinforcement for R.C.C.work--(a)Thermo mechanically treated bars.( Ref. page-67, DAR 97 Vol.-II )

Details of cost for One quintal.


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Materials :-

TMT bars.I/c 3% wastage Qtl. 1.05 44400.00 46620.00

Binding wire Kg 5 64.00 320.00

Cover block 1 time 10 5.14 51.40

Labours:-

Blacksmith-I Each 1 250.00 250.00

Belder Each 1 150.00 150.00 "B"

Sundries 1 time 10.35 5.91 61.17

47452.57

Add for water charges 1% 474.5347927.09


52719.80

Cost of one quintal 52719.80

Cost of one Kg ---------------------- 527.20

Item no.1(a)

Half brick work -------75-----in foundation and plinthin cement morter 1:4 (1 cement : 4 Coarse sand)

(Ref. page-85 DAR 97 Vol-II)


Materials:-

Bricks 1000 414 5200.00 2152.80

Cement mortar 1:4 (Cs) cum 0.28 3805.62 1065.57 "A"

Sundries 1 time 5.20 5.91 30.73

Labours :-

Mason-I Each 0.45 250.00 112.50

Mason-II " 0.45 200.00 90.00 "B"

Coolie " 1.55 150.00 232.50

Bhisti " 0.70 150.00 105.003789.11

Add for water charges except on "A" 1% 27.24

3816.34

Add for C.P. & O.H on all except on "A" 10% 275.08

4091.42

Cost of 10.00 Sqm 4091.42

Cost of 1.00 Sqm 409.14

Item no.1(a)

12mm cement plaster of mix 1:6 1 cement : 6 fine sand)

Ref.page-102,DAR97,Vol-IVDetails of cost for 10.00Sqm

Materials :-

Cement mortar 1:6 (fs) Cum 0.144 2809.05 404.50 "A"

Labours :-

Mason-(Av) Each 0.67 225 150.75

Coolie Each 0.75 150.00 112.50 "B"

Bhisti Each 0.92 150.00 138.00

Sundries & scaffolding 1 time 4.85 5.91 28.66

834.42

Add for water charges except on A 1% 4.30

838.72

BRICK WORK

FINISHING


14/24

Add for C.P. & O.H on all except on A 10% 43.42

882.14

Cost for 10.00sqm 882.14

Cost for One Sqm 88.21

Item no.2

Neat cement punning.

Ref. page-116,DAR97,Vol-IV


Materials :-

Cement M.T 0.022 6900.00 151.80 "A"Labours:-

Mason-(Av) Each 0.27 225.00 60.75 "B"

Coolie Each 0.27 150.00 40.50

Sundries & scaffolding 1 time 3.1 5.91 18.32

271.37

Add for water charges ~~~~~~~~~~~@ 1% 2.71

274.08

Add for C.P. & O.H on all~~~~~~~~~ 10% 27.41

301.49

Cost for 10.00Sqm~~~~~~~~~~~ 301.49

Cost for 1.00Sqm~~~~~~~~~~~ 30.15

S.H:ERRECTION OF TOWER

Item no.1

Labour charges for arranging and fixing ,,Anchor bolt..Analysis for 32nos. Of bolts

Details of cost for 1 no.

Materials

LabourBeldar 4.00 Each 150.00 600.00

Mason 2.00 Each 250.00 500.00

Cost of white grease 3.50 Kg 140.00 490.00

Labour for greasing both thread, check nut etc.

Coolie 3.00 Each 150.00 450.00

Fixing bolts in position including tightes

Coolie 10.00 Each 150.00 1500.00

Scaffolding, miscellenous 1.00 LS 500 500.00

4040.00

Add for water charges ~~~~~~~~~~~ 1% 40.40

4080.40

Add for C.P. & O.H on all ~~~~~~~~~~ 10% 408.044488.44

Cost for 32 nos. 4488.44

Cost for 1 no. 140.26

Say 140.00S.H: ERRECTION OF TOWER

Item no.2

Transportation of tower materials. by mechanical transport ..

i/c sorting of materials, loading,unloading etc.(a) For a distance upto 100Km.

( for an approx.quantity of 7.00 MT.Place of delivery at Udhwa T.E.-Dumka SSA )

Details of cost for 1 job

Rate derived as per mannual of communication steel tower issued by BSNL civil

wing H/Q. New Delhi.


15/24

(Ref. DAR 97, Vol. 1, P-75 to 77, It. No. 1.1.5 (Steel ) and as per practical observation )

For carriage, Details of cost for 7.00 MT one trip

Distance from Source to work site for 1 100 km (L)

Average speed in Km 35 (S)

Nos. of trip :-N= 8 /{(2xL /S) + 1 } = 1.19 (N)

Nos. done = ( 2 x N x L)+ 6 = 244.30

Litres of Diesel consumed @ 5 km / lt. = 48.86 lts.

Litres of Mobil consumed @ 140km/ lt. = 1.74 lts.

Hire charges of Truck for 8 hrs.= Rs 1500

Cost of Diesel 48.86 lt. 40.00 1954.40

Cost of Mobil 1.74 lt. 180 313.20

Cost of Beldar ( 120.00+12.50%) =135 6 per day 150.00 900.00

H/C of truck 1 per day 2000 2000.00

cost for 1.19 nos of trip 5167.60

cost for 1 no. of trip of 7.00 MT 4337.09

8364.39

( As per practical observation )

Labour for sorting of tower materials as per check list and

stacking of members as per type & series.Skilled fitters(Special) ( 1nos. for 2day 2 per day 250.00 500.00

Unskilled fitters(special)( 1 nos. for 2 day 2 per day 200.00 400.00

Coolie ( 4 nos. for 2 days) 8 per day 150.00 1200.00

10464.39

Add for water charges ~~~~@ 1% 104.64

10569.04

Add for C.P. & O.H on all ~~~~~~~~~~ 10% 1056.90

11625.94

Cost for 1.00 Job I,e for 13.50 MT 11625.94

Say 11625.94

Cost per MT 861.18

S.H: ERRECTION OF TOWER

Item no. 2(a)

Extra for additional lead of per Km per MT (Beyond 100 Km)

( for an approx.quantity of 7.00 MT.Place of delivery at Udhwa T.E.-Dumka SSA )

Details of cost for 1 MT / KM

(Ref. DAR 97, Volm. 1, P-75 to 77, It. No. 1.1.5 (Steel ) and as per practical observation )

For carriage, Details of cost for 7.00 MT one trip

Distance for 1 Km. 1 km (L)

Average speed in Km 35 (S)

Nos. of trip :-N= 8 /{(2xL /S) } = 140.00 (N)

Nos. done = ( 2 x N x L) = 280.00

Litres of Diesel consumed @ 5 km / lt. = 56.00 lts.

Litres of Mobil consumed @ 140km/ lt. = 2.00 lts.

Hire charges of Truck for 8 hrs.= Rs 1500

Cost of Diesel 56.00 lt. 40.00 2240.00

Cost of Mobil 2.00 lt. 180 360.00

H/C of truck 1 per day 2000 2000.00

Cost for 2 trip of 12-15MT(Approx) I.e13.50Mt (


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cost for 140.00 nos of trip 4600.00

cost for 1 no. of trip of 7.00 MT 32.86

63.37

63.37

Add for water charges ~~~~~~~~~~ 1% 0.63

64.00


70.40

Cost for 1.00 Job I,e for 13.50 MT 70.40

Say 70.40Cost per MT 5.21

S.H:ERRECTION OF TOWER

Item no.3

Ref. page-204,DAR97,Vol-III

Details of cost for 3.89 quintal

Materials :-

Tees,Angles,Channels,Joist.. Qtls. 4.03 5000.00 20150.00

Carriage of steel Qtls. 0.403 86.1 34.70

Labours:-Welding charges Cm 1100 8.00 8800.00

Cutting , assembling, erection charges

Blacksmith-I Each 1.5 250.00 375.00 "B"

Bhandani Each 0.75 200.00 150.00

Belder Each 5.5 150.00 825.00

Priming coat Sqm 5.68 24.00 136.32 "A"

Add on labour charges due to lower

out put in hills ie on B ~~~~~~ @

Sundries.. (31.05) L.S 31.05 3.56 110.54

30581.56

Add for water charges except on A ~~ 1% 304.45

30886.01


31194.87

Cost for 3.89 quintal .. 31194.87

Cost for One Quintal . 8019.25

Cost for One Kg . 80.19


Item no:4

Details of cost for 2000 Kg.

Sorting & Numbering:-

Fitter 3.00 per day 250.00 750.00

Assistant fitter 5.00 " 200.00 1000.00

Beldar 10.00 " 150.00 1500.00

Mistry 0.50 " 180.00 90.00

Number marker 1.00 " 200.00 200.00

Lifting :-

Assistant fitter 2.00 per day 200.00 400.00

Beldar 6.00 " 150.00 900.00

Erection :-

Cost for 2 trip of 12-15MT(Approx) I.e13.50Mt (

Pdg.and fixing horizontal cable tray with G.I. sections .connected by bolts ..Weldin

Labour charges for erection of tower up to a height of 40 m

Rate derived as per mannual of communication steel tower issued by BSNL civil


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Erecter 6.00 per day 250.00 1500.00


Beldar 10.00 " 150.00 1500.00

Scaffolding LS 500.00

Lifting equipment LS 1000.00

Correction & Checking :-

Erector 2.00 per day 250.00 500.00


Beldar 5.00 " 150.00 750.00

Sundries & misc. like caution noticing,welding, grinding etc.

LS 500.00

Rs. 12290.00

Add for water charges ~~~~~~~~~~ 1% 122.90

12412.90


13654.19

Cost for 2000 Kg. 13654.19

Cost for 1 Kg. Rs. 6.83

Cost for 1 MT Rs. 6830.00

S.H: ERRECTION OF TOWERItem no.5

Ref. page-164/DAR"97Vol-IV/ It. No. 13.82B.1

Details of cost for 1 job of 370 sqm painting surface area.

Surface area of tower :-

Tower :-1x4x(2.086+0.80)/2)x40=230.8 230.88 Sqm

Ladder:- 1x40x.040=16.00 16.00 "

Ladder goard :- 1x1.60x38=60.80 60.80 "

middle platform :- 2(1x2x3.65x1.10)= 1 16.06 "

2(1x2x1.45x1.10)= 6.38 6.38 "

Railing :-4x3.65x0.9 =13.14 13.14 "

Top platform :- 2(1x2x2.80x1.10)= 12.3 12.32 "

2(1x2x0.80x1.10)= 3.52 3.52 "

Railing :-4x2.8x0.9 =10.08 10.08 "

369.18

Say 370 Sqm

Priming coat

Materials :- ( Co-efficient for 10 sqm...X )

Primer (Zinc chromate yellow primer)--- Ltr 27.75 118 3274.50

Putty------ (1.05) L.S 38.85 78 3030.30

Labours:-

Painter (Specialized for tower work)0. Each 9.25 250.00 2312.50 "A"Beldar(Specialized for tower work)0.2 Each 9.25 150.00 1387.50

Brushes,sand paper etc.2.10 L.S 77.70 5.91 459.21

Sundries .4.10 L.S 151.70 5.91 896.55

Paint :-

Materials :-

paint..1.25 Ltr. 46.25 185 8556.25

Labour:-

Painter (Specialized for tower work). Each 19.98 250.00 4995.00 "B"

Beldar(Specialized for tower work)0. Each 19.98 150.00 2997.00

Brushes,sand paper etc.-.2.6 L.S 96.20 5.91 568.54

Painting of errected tower structure with LUXOL high gloss S.E. paint....in two

coats....i/c primer HB Zinc Phosphate primer.


18/24

Sundries ..3.10 L.S 114.70 5.91 677.88

29155.22

Add for water charges ~~~@ 1% 291.55

29446.78


32391.45

Say 3950.18


Item no.6

As per practical observation.

Details of cost for 9.00 m

Materials :-

65 mm dia GI pipe (M) Rm 9.45 480 4536.00

Carriage of pipe from welding shop to LS 20.00

Labours:-

Fitter-I Each 0.1 250.00 25.00

Blacksmith-II Each 0.25 200.00 50.00

Belder Each 0.25 150 37.50

Painting over a coat of priming coat Sqm2.12

5.91 12.53Sundries L.S 10.00

4691.03

Add for water charges except on A @ 1% 46.79

4737.81


5210.34

Cost for 9 metre. 5210.34

Cost per metre ( 6.51 Kg ) 578.93

Cost of 6.51 Kg 578.93

Cost for 1 Kg 88.93

Supplying and fixing 65 mm dia GI pipe of approved brand I/c


19/24

ng & unloading

6900.00

& those are


20/24

e Engineer

e Engineer


21/24

Fund 1

23

Necessity : -

Cost : - Rs.Rate : -

Time : -

Executive Engineer

BSNL Civil Division, Dhanbad

J.T.O (C )

BSNL Civil Sub Division-Dumka

S.D.E.( C )

BSNL Civil sub Division-Dumka

T& P : - To be arranged by agency.

Specification : - CPWD specification vol. I to VI with upto date correction slips.

2 (Two) Months

Method : - By contract after call of tender.

Based on DSR-07(reduced by factor 110/115 as per latest order from the

department) & M.R. . The DSR 2007 rates have been enhanced by 58 %

enhancment as per approved cost index by CE (EZ-II) CPWD Patna vide his

letter No. 19(2)/CE(EZ-II)/2009/2045 dated 23 and subsequent letter no.

W(CI)/CE-C/RCH/292 dt. 04.04.12 of CE(C,) Ranchi,

i/c 5 % contingencies.628482.00

This estimate has been prepared on the basis of the letter no. JKD

/IMPCS / Phase V.1 / I&C / 08-09 / 133 dated 22.08.2009. Initially thesite was for RTT, but latter on due to some technical issue the site has

been converted in to GBT by the planning and mobile section of office

the CGMT-Ranchi..

Design

and scope

: - As per standard design for 40 mtr. GBT.This estimate does not contain

any scope for environmental works in BTS.

Report

History : - This Preliminary cum detailed estimate amounting to Rs. 628482/- (

Rupees Six Lakh Twenty eight thousand Four hundred eighty two ) only

i/c 5% contingencies has been framed to cover the probable cost of

above mentioned work and submitted for accord of A/A & E/S from the

competent Authority.

Major head

Minor headDetailed head

This estimate has been framed on behalf of the Superintending Engineer (C),BSNL Civil

Circle-Jamshedpur for probable cost of Rs. 628482/- ( Rupees Six Lakh Twenty eight

thousand Four hundred eighty two ) only i/c 5 % contingencies.

BHARAT SANCHAR NIGAM LIMITED

( A GOVT. OF INDIA ENTERPRISE )

O/O THE Executive Engineer (CIVIL), BSNL CIVIL Division Dhanbad.

Name of work: C/O 40m tower i/c foundation, Erection, Painting etc at J.P.Nagar (

Site ID GDD 500 ) , Dumka.


22/24

Name of work: C/o 40m Tower i/c Foundation, Errection, Painting & allied work at Begumganj T.E.( SSA-Dumka )

Agreement No: 04/EE/TCD/DNB/09-10

Agency: Durga Saran Singh.

Sl.no. S.H

Item no.

Description of item

Qty Unit

Rate of

consumpti

on

Unit

Total

consumpti

on.2(a) 0.00 Cum 3.2 qtl/cum 0

2(b) 2.76 Cum 1.7 qtl/cum 4.692

2.73

0

2 Neat cement puning 0.00 Sqm 0.022 qtl/sqm 0

127.419

Add 2 % wastage 2.55Total: 129.97

Say 13.00 MT

Sl.No.

Page MB No. 8mm dia 10 mm dia.12mm dia 16mm dia 20mm dia 25mm dia

1 4 148/DNB 0.00 459.27 90.58 2107.72 831.40 3488.97

Add wastage @ 2% 0.00 9.19 1.81 42.15 16.63 69.78

Gross Total 0.00 468.46 92.39 2149.87 848.03 3558.75

Say 3.59 MT

BSNL Civil Sub Division-Dumka BSNL Civil Sub Division-Dumka

4

J.T.O( Civil ) SDE(Civil)

THEORITICAL CONSUMPTION OF STEEL

Ref.of record entry. DIA WISE CONSUMPTION IN KG.. Total of

each row

qtl/sqmFinishing

12 mm cement

plaster..1:6

Cement

Conc.1

2

3

qtl/cum

qtl/sqmBrick work

RCC..in foundn.&

plinth.1:1.5:330.00 Cum

0.00 Sqm 0.036

25.63 Sqm 0.1064

120.00

1(a)

1

THEORITICAL CONSUMPTION OF CEMENT

RCC work 1(a)

Cement conc. 1:2:4

Cement conc. 1:4:8

4.00

Half brick work..in

foundn..1:4


23/24

Fund 1

2

3

Neces

sity

: -

Rate : -Time : -

Sub Divisional Engineer Sub Divisional Engineer

BSNL Civil Sub Division No-I BSNL Civil Sub Division No-II

Jamshedpur Jamshedpur

( A GOVT. OF INDIA ENTERPRISE

O/O THE Executive En ineer CIVIL , BSNL CIVIL Division Dhanbad.L.S.

Major head

Minor head

Detailed headThis estimate has been framed by the Executive Engineer (Civil), BSNL Civil Division ,

Report

Histor

y

: - This Preliminary cum detailed estimate amounting to Rs. 5,58,715/-

( Rupees Five Lakh Fifty eight Thousand Seven hundred Fifteen )

This estimate has been prepared on the basis of the letter

no.TDM/DMK/Layout Site plan/2005-06/32 dt 24.12.2010 of the

So the expenditure to be made for this work may be accommodated

Desig

n and

: - Following provision has been kept in the estimate - 1. Vitrif ied tile

flooring to CSC 2. Gyp board false ceiling to CSC 3. Wall & Ceiling

Cost : - Rs 5,58,715/- i/c 5 % contingencies.

Based on DSR-07(reduced by factor 110/115 as per latest orderOne Month

Metho

d

: - By contract after call of tender.

T& P : - To be arranged by agency.

Specif

icatio

: - CPWD specification vol. I to VI with upto date correction slips.

J.T.O (C ) S.D.E.( C )

BSNL Civil Sub Division-Dumka L Civil sub Division-Du


24/24

Executive Engineer

BSNL Civil Division, Dhanbad

gdd500 jp nagar

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