Gdd500 Jp Nagar
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Transcript of 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
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2029.50 2121.75
258.60 270.35
69.54 72.7
20.47 21.4
296385.2
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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 )
Details of cost for 1 (One ) Cum.
MATERIALS
Cement MT 0.25 6900.00 1725.00
Fine sand Cum 1.07 550.00 588.50
LABOUR
For measuring, carrying, depositing&mixing :-
Beldar Each 0.75 150.00 112.50 "B"
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
Add for water charges 1% 25.28
2553.68
Add for C.P. & O.H on all @ 10% 255.37
COST FOR ONE CUM. 2809.05
Cement morter 1:4 (1 Cement : 4 Coarse sand )(Ref. page 9, DAR"97, Vol. - I I )
Details of cost for 1 (One ) Cum.
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
For measuring, carrying, depositing&mixing :-
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
Add for C.P. & O.H on all 10% 345.97
COST FOR ONE CUM. 3805.62
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
Add for water charges 1% 13.44
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 )
Details of cost for 10 cum.
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
Add for water charges 1% 4.41
445.41
Add for C.P. & O.H on all 1% 4.45
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 )
Details of cost for 10 cum.
Labour
Mate each 0.10 180.00 18.00
Beldar each 1.10 150.00 165.00 "B"
183.00
Add for water charges 1% 1.83
184.83
Add for C.P. & O.H on all 10% 18.48
203.31
COST FOR ONE CUM. 16.11
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
Stone aggregate. 20 mm Cum 0.24 740.00 177.60
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
Add for C.P. & O.H on all @ 10% 258.92
2848.14
COST FOR ONE CUM. 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
Stone aggregate. 10 mm Cum 0.28 725.00 203.00
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
Add for C.P. & O.H on all @ 10% 421.83
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
Add for C.P. & O.H on all @ 10% 119.66
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)
Details of cost for 7.80 sqm
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
Add for C.P. & O.H on all 10% 4792.71
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)
Details of cost for 10.00 sqm
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
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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
Details of cost for 10.00 sqm
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.
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(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
Add for C.P. & O.H on all ~~~~~~~~~~ 10% 6.40
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
Add for C.P. & O.H on all except on A 10% 308.86
31194.87
Cost for 3.89 quintal .. 31194.87
Cost for One Quintal . 8019.25
Cost for One Kg . 80.19
S.H: ERRECTION OF TOWER
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
Assistant fitter 4.00 " 200.00 800.00
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
Assistant fitter 2.00 " 200.00 400.00
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
Add for C.P. & O.H on all ~~~~~~~~~~ 10% 1241.29
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.
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Sundries ..3.10 L.S 114.70 5.91 677.88
29155.22
Add for water charges ~~~@ 1% 291.55
29446.78
Add for C.P. & O.H on all @ 10% 2944.68
32391.45
Say 3950.18
S.H: ERRECTION OF TOWER
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
Add for C.P. & O.H on all except on A 10% 472.53
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
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ng & unloading
6900.00
& those are
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e Engineer
e Engineer
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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.
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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
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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
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Executive Engineer
BSNL Civil Division, Dhanbad