stbt to yelakeli-zadshi road to giroli daghe

8/3/2019 Stbt to Yelakeli-zadshi Road to Giroli Daghe

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RATE ANALYSIS

10 Providing and constructing 75mm.thick bituminous

bound macadam (BBM) road surface including

supplying all materials, preparing the existing road

surface, spreading 40mm.stone layers metal 30%

crusher broken metal + 70% Hand broken metal (By

breaking Rubble obtained by blasting) , heating and

spraying the bitumen of VG-30( 60/70) grade @ 2 kg / sqm , spreading 12 mm.size chips compacting with

power roller etc.complete including applying tack coat

at the rate of 50 Kg./100 Sqm. on existing bitumen

surface. CSR 60/PAGE 242

175.00000

Add Transportation of Metal 0.10800 185.00000 19.98000

Add Transportation of Bitumen 0.00250 4953.75000 12.38000

Diff In Bitumen Cost vide Ltr.Dated 1/10/2011 0.00250 3938.00000 9.85000

43572.00-39634.00 = 3938 Total 217.21000

Say 217.20

Per sqm

11 Providing and constructing 75 mm.thick bituminious



surface, spreading 40mm. stone metal layers 30%

crusher broken metal + 70% Hand broken (by

breaking rubble obtained by blasting) heating and

spraying the bitumen of VG-30( 60/70) grade @ 2 Kg

/ sqm, spreading 12 mm.size chips compacting with

power roller etc. complete. Including picking of

existing WBM surface.CSR IT 59/241150.00000

Add Transportation of Metal 0.10800 185.00000 19.98000

Add Transportation of Bitumen 0.00200 4953.75000 9.91000

Diff In Bitumen Cost vide Ltr.Dated 1/10/2011 0.00200 3938.00000 7.88000

43572.00-39634.00 = 3938 Total 187.77000

Say 187.75



RATE ANALYSIS

12 Providing, laying and rolling open - graded premix

surfacing (Hot Mix Hot Laid) of 20 mm thickness

composed of 13.2 mm to 5.6 mm aggregates using

bitumen of VG-30 ( 60/70 grade) to required line,

grade and level to serve as wearing course on a

previously prepared base, including mixing in a

suitable plant, laying and rolling with a smoothwheeled roller 8-10 tonne capacity, finished to

required level and grades. Including tack coat of VG-

30( 60/70) grade Bitumen @ 5kg/10 sq.m etc

complete. (on B.T. Surface)CSR 72/Pg250 121.00000

Add Transportation of CB Metal From Quarry to Plant 0.02700 89.50000 2.42000

Add Transportation of Bitumen Refinary to Plant 0.00146 4903.75000 7.16000

Add Transportation of Bitumen Refinary to work site 0.00050 4953.75000 2.48000

Add Transportation Of Bitumen Mix Material

0.02*2.20

0.04400 142.65 6.28000

Diff In Bitumen Cost vide Ltr.Dated 1/10/2011 0.00196 3938.00000 7.7200043572.00-39634.00 = 3938 Total 147.06000

Say 147.05

13 Providing bituminous Premix seal coat to black top

surface, including supplying all materials & bitumen of

VG-30( 60/70) grade , preparing existing road

surface, heating bitumen, mixing hot bitumen and

chips, laying and rolling by static roller etc. complete.

(Tack coat shall not be added CSR It 69/248

48.00000

Add Transportation of CB Metal 0.00600 185.00000 1.11000

Add Transportation of Bitumen 0.00068 4953.75000 3.37000Diff In Bitumen Cost vide Ltr.Dated 1/10/2011 0.00068 3938.00000 2.68000

43572.00-39634.00 = 3938 Total 55.16000

Say 55.15

18 Providing rubble filling of trap / granite / quartzite /

gneiss stones in foundation including hand packing

filling gravel / sand in the voids etc. complete. CSR It

1/222 395.000

Add Transportation of Rubble 1.000 58.300 58.300

Add Transportation of Sand 0.300 290.280 87.080

Total 540.380

Say 540.40



RATE ANALYSIS

19 Providing and laying in situ cement concrete of 1:4:8

proportion with trap / granite / quartzite / gneiss metal

in foundation including necessary compacting and

curing complete. (Including plywood/ steel formwork)

The C.M. 1:3 plaster is considered for rendering

uneven and honeycombed surface only. Newly laid

concrete shall be covered by gunny bag, plastic,tarpaulin etc. (Wooden centering/formwork will not be

allowed).CSR 2/222

2520.000

Add For Metal 0.90 53.00 47.70

Add For Sand 0.47 290.28 136.43

Add For Cement 3.40 5.96 20.26

Total 2724.39

Say 2724.40

20 Providing selected murum (having PI < 6 ) filling

including laying in layers of 15 cm to 20 cm watering

and compacting etc. complete.CSR 10/225

225.00

Add For Hard Murum 1.00 45.05 45.05

Total 270.05

Say 270.05

21 Providing and laying cement concrete pipe of I.S.

N.P.-2 class of 900 M.M. diameter in proper line, level

and slope including providing, fixing collars or spigot

and socket joint by rubber ring and in C.M.1:2 etc.

complete.CSR 6/224 2760.00

Add For Transportation Of Pipe 0.895 329.00 294.46

Total 3054.46

Say 3054.45

22 Providing and laying in situ cement concrete of M-15 /

1:2:4 with trap / granite / quartzite / gneiss metal in

face wall including plywood/ steel formwork and steel

centering, compaction by vibrator, finishing uneven

and honeycombed surface with C.M.1:3 of sufficient

minimum thickness to give smooth and even surface,

filling joints with bitumen, curing etc. complete.

(Excluding cost of reinforcement.) The C.M. 1:3

plaster is considered for rendering uneven and

honeycombed surface only. Newly laid concrete shall

be covered by gunny bag, plastic, tarpaulin etc.(Wooden centering/formwork will not be allowed).

CSR 3/223

3615.000

Add For Metal 0.850 53.000 45.050

Add For Sand 0.445 290.280 129.170

Add For Cement 6.270 5.960 37.370

Total 3826.590

Say 3826.60



RATE ANALYSIS



RATE ANALYSIS

23 Providing cast in situ block of M-15 / 1:2:4cement

concrete with circular or other shaped opening for

waterway including necessary formwork, compaction,

finishing and curing etc. complete.(for craddle)CSR

7/224 3700.00

Add For Metal 0.850 53.000 45.05

Add For Sand 0.445 290.280 129.17Add For Cement 6.270 5.960 37.37

Total 3911.59

Say 3911.60

Sectional Engineer Sub Div Engineer

Z.P. Sub Dn Wardha



MEASUREMENTS

S.No ITEM OF WORK NO L B D QUANTITY

1 Dressing of side shoulder by mechanical

means including excavation of cutting shrubs

and bushes spreading the excavated stuff &

sectioning to the required line, level and slope

etc. complete. CSR IT 135/PG 305

2 850.00 1.50 2550.00

2 Excavation for road way by mechanical

means earth soil of all sorts sand, gravel, soft

murum including dressing section to the

required grade, camber and side slopes and

conveying the excavated materials with all lifts

and spreading for embankment or stacking

etc. as directed by Engineer in charge. CSR IT

2/PAGE NO 220

2 850.00 1.00 0.75 1275.00

3 Supplying trap /granite /quartzite / gneiss stone

metal of required size by bringing the boulders

at the road side breaking them to required

gradation including conveying the bouldersand stacking the broken metal etc. complete.

(Prior approval of sample stack of broken

metal by the Ex.Engineer is necessary, the

date of approval will form part of the

measurements)b. By Breaking boulder (Hand

broken) 40 MM CSR IT 31/PAGE 228

1 200.00 3.00 0.10 60.00

FOR PATCHES 10% 1 700.00 3.00 0.10 21.00

Tot Qt 81.00

4 Supplying soft murum at the road side,

including conveying and stacking complete.

CSR IT NO 33/PAGE 229FOR 40 M.M. 1/3 81.00 Asper It 3 27.00

Tot Qt 27.00

5 Supplying murum having PI < 6 at the road

side, including conveying and stacking

complete. CSR IT NO 32/PAGE NO 228

2 900.00 1.00 0.10 180.00

6 Spreading 40 mm metal including sectioning

complete. CSR IT 39/229

Asper It 3 81.00

7 Spreading gravel / sand / soft murum /avilable

murum over rubble soling /W.B.M.surface

blanketing berms etc.complete. CSR IT 37/229

Aspe

r It

4+5

207.00

8 Compacting the sub grade/gravel/ size metal

(100 mm loose) layers for all widths with static

roller including necessary, labour, materials

and artificial watering complete. CSR IT

42/230 1 200.00 3.00 600.00

FOR PATCHES 10% 210 210.00

Tot Qt 810.00

6



MEASUREMENTS


9 Compacting the hard murum side widths

layerwise on each side with static roller

including necessary artificial watering complete

. CSR IT 44/230

2 900.00 1.00 1800.00

10 Providing and constructing 75mm.thick

bituminous bound macadam (BBM) road

surface including supplying all materials,

preparing the existing road surface, spreading

40mm.stone layers metal 30% crusher broken

metal + 70% Hand broken metal (By breaking

Rubble obtained by blasting) , heating and

spraying the bitumen of VG-30( 60/70) grade

@ 2 kg / sqm , spreading 12 mm.size chips

compacting with power roller etc.complete

including applying tack coat at the rate of 50

Kg./100 Sqm. on existing bitumen surface.

CSR 60/PAGE 242

1 700.00 3.00 2100.00

11 Providing and constructing 75 mm.thick

bituminious bound macadam (BBM) road

surface including supplying all materials,

preparing the existing road surface, spreading

40mm. stone metal layers 30% crusher broken

metal + 70% Hand broken (by breaking rubble

obtained by blasting) heating and spraying the

bitumen of VG-30( 60/70) grade @ 2 Kg / sqm,

spreading 12 mm.size chips compacting with

power roller etc. complete. Including picking of

existing WBM surface.CSR IT 59/241

1 200.00 3.00 600.00

12 Providing, laying and rolling open - graded

premix surfacing (Hot Mix Hot Laid) of 20 mm

thickness composed of 13.2 mm to 5.6 mm

aggregates using bitumen of 60/70 grade to

required line, grade and level to serve as

wearing course on a previously prepared base,

including mixing in a suitable plant, laying and

rolling with a smooth wheeled roller 8-10 tonne

capacity, finished to required level and grades.

Including tack coat of 60/70 grade Bitumen @

5kg/10 sq.m etc complete. (on B.T.

Surface)CSR NO 72/241

1 900.00 3.00 2700.00

7



MEASUREMENTS


13 Providing bituminous Premix seal coat to black

top surface, including supplying all materials &

bitumen of 60/70 grade , preparing existing

road surface, heating bitumen, mixing hot

bitumen and chips, laying and rolling by static

roller etc. complete. (Tack coat shall not beadded)CSR IT 69/239

1 900.00 3.00 2700.00

14 Providing and fixing R.C.C. 1:2:4 200 m.

stone of size (15 X 10 X 65 cm ) as per I.R.C.

design (IRC 26-1967) including cost of

reinforcement @ 100 kg / cum), painting,

numbering, fixing in standard size (35 X 30 X

40 cm ) C.C. 1:4:8 block etc complete. CSR IT

94/273

4 4.00

15 Providing R.C.C. 1:2:4 ordinary km. stones,

for ODR and V.R. including cost ofreinforcement @ 100 kg / cum) painting

numbering etc. complete as per I.R.C. design

(IRC 8-1980) for highway km.stone and fixing

in standard size (67 X 50 X 60 cm ) C.C. 1:4:8

block etc complete. CSR IT 97/274

1 1.00

16 Providing and fixing informatory sign boards in

square or rectangular shape of any size made

out 16 guage (1.6 mm) thick mild steel sheet

painted with one coat of zinc chromate -

stoving primer and two coats green back

ground white border/messages, symbols etc.and back side in grey stove enamel paint

including M.S. angle frame of 35 mm x 35 mm

x 3 mm and two M.S.angle iron post of size 50

mm x 50 mm x 5 mm, 3.65 m long properly

cross braced with angle iron of size 50 mm x

50 mm x 5 mm duly painted with alternate

black and white bands of 25 cm width

including G.I.fixtures etc. and fixing the board

in 1:4:8 concrete block of size 60 cm x 60 cm x

75 cm including transportation etc.

complete.The nut bolts of board with angle iron

post/supporting structure after fixing at site has

to be electrically welded.Retroreflective

sheeting should be with five years written

warrenty from the manufacture & authorised

distributor/convertor,for satisfactory field CSR

107/294

1 0.9 0.6 0.54

8



MEASUREMENTS


CD WORK AT CHAINAGE 0/525

17 Excavation for foundation in earth, soils of all

types, sand, gravel soft murum etc. including

shoring and strutting as necessary and

disposing off excavated stuff within lead of 100

m as directed etc. complete.CSR 1/191

CHAINAGE 0/525 2 6.60 1.70 0.50 11.22

FOR PIPE 1 4.41 1.30 1.00 5.73

Tot Qt 16.95

18 Providing rubble filling of trap / granite /

quartzite / gneiss stones in foundation

including hand packing filling gravel / sand in

the voids etc. complete. CSR IT1/222

2 6.60 1.70 0.30 6.73

19 Providing and laying in situ cement concrete of

1:4:8 proportion with trap / granite / quartzite /

gneiss metal in foundation including necessarycompacting and curing complete. (Including

plywood/ steel formwork) The C.M. 1:3 plaster

is considered for rendering uneven and

honeycombed surface only. Newly laid

concrete shall be covered by gunny bag,

plastic, tarpaulin etc. (Wooden

centering/formwork will not be allowed).CSR IT

2/222

2 6.60 1.40 0.20 3.70

20 Providing selected murum (having PI < 6 )

filling including laying in layers of 15 cm to 20

cm watering and compacting etc.completeCSR 10/225

BELOW & AROUND PIPE 1 6.60 1.50 1.50 14.85

DEDUCT FOR PIPE -1 (7.50+

6.55)/

2

0.785 1.00 -5.51

Tot Qt 9.34

21 Providing and laying cement concrete pipe of

I.S. N.P.2 class of 900 M.M. diameter in

proper line, level and slope including providing,

fixing collars or spigot and socket joint by

rubber ring and in C.M.1:2 etc. complete.CSR

6/224

1 8.40 8.40

9



MEASUREMENTS



M-15 / 1:2:4 with trap / granite / quartzite /

gneiss metal in face wall including plywood/

steel formwork and steel centering,

compaction by vibrator, finishing uneven and

honeycombed surface with C.M.1:3 ofsufficient minimum thickness to give smooth

and even surface, filling joints with bitumen,

curing etc. complete. (Excluding cost of

reinforcement.) The C.M. 1:3 plaster is

considered for rendering uneven and

honeycombed surface only. Newly laid

concrete shall be covered by gunny bag,

plastic, tarpaulin etc. (Wooden

centering/formwork will not be allowed). CSR

3/223

FOR FACE WALL 2 6.15 (1.20+0.45)/

2

2.40 24.35

INSCRIBING PILLER 2 0.45 0.45 0.50 0.20

DEDUCT FOR PIPE -2 (0.85+

0.52)/

2

0.785 1.00 -1.07

Tot Qt 23.48

23 Providing cast in situ block of M-15 /

1:2:4cement concrete with circular or other

shaped opening for waterway including

necessary formwork, compaction, finishing and

curing etc. complete.(for craddle) CSR 7/224

FOR CRADLE 3 1.30 0.30 0.65 0.76

DEDUCT FOR PIPE -1 2.36 0.785 1*0.3 -0.56

Tot Qt 0.20

24 Providing and fixing A.C./ UPVC pipes of 100

mm diameter and of required length for

relieving water pressure, stone filter as

directed complete.(For weep holes in raft).

CSR 16/198

5*2 0.75 7.5

Measurement Prepared By me

10



LEAD STATMENT

FOR W.B.M. PORTION

SR NO MATERIAL QUARRY LEAD CARTING

CHARGES

% OF

MATERIAL

ACTUAL

CARTING

LOADING UNLOADING SUPPLAY

RATE

ADD FOR

ROYALTY

TOTAL REMA

1 80

M.M.METAL

YELAKELI 9.00 185.00 SAME 185.00 18.00 15.00 279.00 0.00 497.00 CSR 31 b (

2 40

M.M.METAL

YELAKELI 9.00 185.00 SAME 185.00 18.00 15.00 302.00 0.00 520.00 CSR 31b (

3 SOFT

MURUM

YELAKELI 9.00 185.00 BELOW 15% 157.25 15.00 14.00 130.00 0.00 316.25 CSR 33

4 HARD

MURUM PI<6

YELAKELI 9.00 185.00 BELOW 15% 157.25 15.00 14.00 140.00 0.00 326.25 CSR 32

5 RUBBLE YELAKELI 9.00 185.00 ABOVE 10% 203.50 18.00 15.00 186.00 0.00 422.50 CSR 30

6 SAND SALPHAL 40.00 473.50 BELOW 15% 402.48 15.00 14.00 190.00 0.00 621.48 CSR 34

For BT

SR NO MATERIAL QUARRY LEAD CARTING

CHARGES

% OF

MATERIAL

ACTUAL

CARTING

LOADING UNLOADING SUPPLAY

RATE

ADD FOR

ROYALTY

TOTAL REMA

1 All Sized

Metal

YELAKELI

to worksite

9.00 185.00 SAME 185.00 0.00 0.00 0.00 0.00 185.00 Per C

All Sized

Metal

Quarry to

Plant

2.00 89.50 SAME 89.50 0.00 0.00 0.00 0.00 89.50 Per C

2 Bitumen

60/70

Refinary

to work

site

771.00 4818.75 SAME 4818.75 135.00 L/UL&H 0.00 0.00 4953.75 Per C

Bitumen

60/70

Refinary

to Plant

763.00 4768.75 SAME 4768.75 135.00 L/UL&H 0.00 0.00 4903.75 Per C

3 Bitumen mix Plant to

work site

7.00 158.50 BELOW 10% 142.65 0.00 0.00 0.00 0.00 142.65 Per C

Sectional

Engineer

Sub Div.Engineer

Z.P. Works Sub Dn Wardha

11



LEAD STATMENT

For CD WorkSR NO MATERIAL QUARRY LEAD CARTING

CHARGES

Rate For 5

k.m.

ACTUAL

CARTING

% OF

MATERIAL Net RateLOADING UNLOADING Payable

Rate

1 Rubble YELAKELI 9.00 185.00 132.00 53.00 ABOVE 10% 58.30 0.00 0.00 58.30 Cum

2 C.B. Metal YELAKELI 9.00 185.00 132.00 53.00 SAME 53.00 0.00 0.00 53.00 Cum

3 Murum YELAKELI 9.00 185.00 132.00 53.00 BELOW 15% 45.05 0.00 0.00 45.05 Cum

4 Sand Salphal 40.00 473.50 132.00 341.50 BELOW 15% 290.28 0.00 0.00 290.28 Cum

5 Cement Wardha 16.00 264.50 132.00 132.50 BELOW 10% 5.96 0.00 0.00 5.96 Bag

6 Steel Wardha 16.00 264.50 132.00 132.50 BELOW 10% 119.25 0.00 0.00 119.25 Mt

7 RCC Pipe MIDCSevagram

21.00 348.75 90.75 258.00 SAME 258.00 40.00 31.00 329.00 Rmt

SectionalEngineer


Sub Div.Engineer

12



NAME OF WORK This Estimate has been framed to cover the cost of

STBT TO YELAKELI-ZADSHI ROAD TO GIROLI

DAGHE

VR NO 15 KM 0/0 TO 0/850 Ta. Seloo,Dist Wardha

AMOUNTING TO RS 1500000

AUTHORITY D.P.D.C. 2011-2012

NECESSITY There is existing wbm road which is in bad

condition & there is no BT surface hence it is

necessary to construct the road with the provision

of stbt

PROVISIONS Following provisions are included in Estimate

For Roads 1 40 m.m. metal one coat

2 Side berms is provided

3 50 m.m. thick BBM

4 20 m.m. thick carpet (H.M.H.L.)

5 Premix seal coat is provided

6 Information Sign Board

For CD Work 1 Excavation for Foundation

2 Rubble Filling In Foundation

3 C.C. 1:4:8 For Bed C.C.

4 PCC M-15 (1:2:4) For Face Walls

5 RCC Pipes 900 m.m. Dia NP-2 Class

RATES & SPECIFICATIONS Estimate has been prepared with rates effect from

1/09/2011 as per B.C.S.R. & work will be carried

out as per Std. specifications of P.W.D.

Department & time to time instructions from Engg.

Incharge

SECTIONAL ENGINEER SUB DIVISIONAL ENGINEER

Z.P. WORKS SUB-DN WARDHA



NAME OF WORK STBT UMARI MEGHE TO GANESHPUR ROAD UP TO HIGHWAY

VR NO KM TO Ta,Dist Wardha

Sr No DESCRIBTION AMOUNT

Cost Of work as per Details attached

1 Cost Of Road work 1350523.00

2 Cost Of CD Work 135494.00

3 Add For Contanegency 13900.00

Total Amt Rs 1499917.00

Say Rs 1500000.00

SECTIONAL ENGINEER SUB DIVISIONAL ENGINEER

Z.P. WORKS SUB-DN WARDHA



DIVISION Z.P. works Division Wardha

SUB DIVISION Z.P. Works Sub Division Wardha

FUND HEAD DPDC FUND

2011/2012

SUB HEAD

Estt. Cost Rs.

S.R. DOLE SECTIONAL ENGINEER

Z.P.SUB DN WARDHA

जषा ळाक योना २०११-१२ ( शळवशाधारण )शऱे ूताऱ ुयातीऱ येलाकेली ते झडऴी र्याळन िरोऱ िढ ेरता मब ुतीकरण ळ डाबरकरण करणे गा .मा . १५ क .मी .० / ० ते ० / ९०० म रू नधी १५.०० ऱस

Deputy Sectional

Engineer Engineer

Checked by

GENERAL DESCRIPTION

Estimate has been prepared with rates effect from 1/09/2011 as per B.C.S.R. & work will

be carried out as per Std. specifications of P.W.D. with following provisions

ESTIMATE

Estimate has been framed in office of & scrutinized in office of Deputy Engineer works sub

division wardha for the probable expenses that will incurred on STBT TO YELAKELI-

ZADSHI ROAD TO GIROLI DAGHE

1500000

Administratively approved under

Technically sanctioned by

Estimate prepared by



STBT TO YELAKELI-ZADSHI ROAD TO GIROLI DAGHE

K.M. 0/0 TO 0/900

ESTIMATE COST RS 1500000

2011/2012

DETAILED ESTIMATE

ZILLA PARISHAD ,WORKS DIVISION

WARDHA

DPDC FUND



ABSTRACT

S.NO. ITEM OF WORK QUANTITY RATE PER AMOUNT

1 Dressing of side shoulder by mechanical means

including excavation of cutting shrubs and bushes

spreading the excavated stuff & sectioning to the

required line, level and slope etc. complete. CSR

IT 135/PG 305

2550.00 10.50 ONE

SQM

26775.00

2 Excavation for road way by mechanical means

earth soil of all sorts sand, gravel, soft murum

including dressing section to the required grade,

camber and side slopes and conveying the

excavated materials with all lifts and spreading for

embankment or stacking etc. as directed by

Engineer in charge. CSR IT 2/PAGE NO 226

1275.00 59.00 ONE

CUM

75225.00

3 Supplying trap /granite /quartzite / gneiss stone

metal of required size by bringing the boulders at

the road side breaking them to required gradation

including conveying the boulders and stacking thebroken metal etc. complete. (Prior approval of

sample stack of broken metal by the Ex.Engineer

is necessary, the date of approval will form part of

the measurements)b. By Breaking boulder (Hand

broken) 40 MM CSR IT 31/PAGE 234

81.00 520.00 ONE

CUM

42120.00

4 Supplying soft murum at the road side, including

conveying and stacking complete. CSR IT NO

33/PAGE 235

27.00 316.25 ONE

CUM

8539.00

5 Supplying murum having PI < 6 at the road side,

including conveying and stacking complete. CSRIT NO 32/PAGE NO 234

180.00 326.25 ONE

CUM

58725.00

6 Spreading 40 mm metal including sectioning

complete. CSR IT 39/235

81.00 20.00 ONE

CUM

1620.00

7 Spreading gravel / sand / soft murum /avilable

murum over rubble soling /W.B.M.surface

blanketing berms etc.complete. CSR IT 37/235

207.00 14.00 ONE

CUM

2898.00

8 Compacting the sub grade/gravel/ size metal (100

mm loose) layers for all widths with static roller

including necessary, labour, materials and artificial

watering complete. CSR IT 42/236

810.00 12.00 ONE

SQM

9720.00

9 Compacting the hard murum side widths layerwiseon each side with static roller including necessary

artificial watering complete . CSR IT 44/236

1800.00 3.00 ONESQM

5400.00

17



ABSTRACT


10 Providing and constructing 75mm.thick bituminous



surface, spreading 40mm.stone layers metal 30%

crusher broken metal + 70% Hand broken metal(By breaking Rubble obtained by blasting) ,

heating and spraying the bitumen of VG-30(

60/70) grade @ 2 kg / sqm , spreading 12 mm.size

chips compacting with power roller etc.complete

including applying tack coat at the rate of 50

Kg./100 Sqm. on existing bitumen surface. CSR

60/PAGE 242

2100.00 217.20 ONE

SQM

456120.00

11 Providing and constructing 75 mm.thick

bituminious bound macadam (BBM) road surface

including supplying all materials, preparing the

existing road surface, spreading 40mm. stonemetal layers 30% crusher broken metal + 70%

Hand broken (by breaking rubble obtained by

blasting) heating and spraying the bitumen of VG-

30( 60/70) grade @ 2 Kg / sqm, spreading 12

mm.size chips compacting with power roller etc.

complete. Including picking of existing WBM

surface.CSR IT 59/241

600.00 187.75 ONE

SQM

112650.00

12 Providing, laying and rolling open - graded premix

surfacing (Hot Mix Hot Laid) of 20 mm thickness

composed of 13.2 mm to 5.6 mm aggregates

using bitumen of 60/70 grade to required line,grade and level to serve as wearing course on a

previously prepared base, including mixing in a

suitable plant, laying and rolling with a smooth

wheeled roller 8-10 tonne capacity, finished to

required level and grades. Including tack coat of

60/70 grade Bitumen @ 5kg/10 sq.m etc

complete. (on B.T. Surface)CSR NO 72/241

2700.00 147.05 ONE

SQM

397035.00

13 Providing bituminous Premix seal coat to black top

surface, including supplying all materials &

bitumen of 60/70 grade , preparing existing roadsurface, heating bitumen, mixing hot bitumen and

chips, laying and rolling by static roller etc.

complete. (Tack coat shall not be added)CSR IT

69/239

2700.00 55.15 ONE

SQM

148905.00

18



ABSTRACT


14 Providing and fixing R.C.C. 1:2:4 200 m. stone of

size (15 X 10 X 65 cm ) as per I.R.C. design (IRC

26-1967) including cost of reinforcement @ 100 kg

/ cum), painting, numbering, fixing in standard size

(35 X 30 X 40 cm ) C.C. 1:4:8 block etc complete.CSR IT 93/283

4.00 265.00 NOS 1060.00

15 Providing R.C.C. 1:2:4 ordinary km. stones, for

ODR and V.R. including cost of reinforcement @

100 kg / cum) painting numbering etc. complete as

per I.R.C. design (IRC 8-1980) for highway

km.stone and fixing in standard size (67 X 50 X 60

cm ) C.C. 1:4:8 block etc complete. CSR IT 96/284

1.00 1220.00 NOS 1220.00

16 Providing and fixing informatory sign boards in

square or rectangular shape of any size made out

16 guage (1.6 mm) thick mild steel sheet paintedwith one coat of zinc chromate - stoving primer

and two coats green back ground white

border/messages, symbols etc. and back side in

grey stove enamel paint including M.S. angle

frame of 35 mm x 35 mm x 3 mm and two

M.S.angle iron post of size 50 mm x 50 mm x 5

mm, 3.65 m long properly cross braced with angle

iron of size 50 mm x 50 mm x 5 mm duly painted

with alternate black and white bands of 25 cm

width including G.I.fixtures etc. and fixing the

board in 1:4:8 concrete block of size 60 cm x 60cm x 75 cm including transportation etc.

complete.The nut bolts of board with angle iron

post/supporting structure after fixing at site has to

be electrically welded.Retroreflective sheeting

should be with five years written warrenty from the

manufacture & authorised distributor/convertor,for

satisfactory field CSR 107/294

0.54 4650.00 ONE

SQM

2511.00

Total Cost Of Road Work 1350523.00

Sectional Engineer Sub Div.Engineer


19



ABSTRACT


CD WORK AT CHAINAGE 0/525

17 Excavation for foundation in earth, soils of all

types, sand, gravel soft murum etc. including

shoring and strutting as necessary and disposingoff excavated stuff within lead of 100 m as directed

etc. complete.CSR 1/191

16.95 125.00 ONE

CUM

2119.00

18 Providing rubble filling of trap / granite / quartzite /

gneiss stones in foundation including hand

packing filling gravel / sand in the voids etc.

complete. CSR IT1/222

6.73 540.40 ONE

CUM

3637.00


1:4:8 proportion with trap / granite / quartzite /

gneiss metal in foundation including necessarycompacting and curing complete. (Including

plywood/ steel formwork) The C.M. 1:3 plaster is

considered for rendering uneven and

honeycombed surface only. Newly laid concrete

shall be covered by gunny bag, plastic, tarpaulin

etc. (Wooden centering/formwork will not be

allowed).CSR IT 2/222

3.70 2724.40 ONE

CUM

10080.00

20 Providing selected murum (having PI < 6 ) filling

including laying in layers of 15 cm to 20 cm

watering and compacting etc. completeCSR10/225

9.34 270.05 ONE

CUM

2522.00

21 Providing and laying cement concrete pipe of I.S.

N.P.2 class of 900 M.M. diameter in proper line,

level and slope including providing, fixing collars or

spigot and socket joint by rubber ring and in

C.M.1:2 etc. complete.CSR 6/224

8.40 3054.45 RMT 25657.00

20



ABSTRACT


22 Providing and laying in situ cement concrete of M-

15 / 1:2:4 with trap / granite / quartzite / gneiss

metal in face wall including plywood/ steel

formwork and steel centering, compaction by

vibrator, finishing uneven and honeycombedsurface with C.M.1:3 of sufficient minimum

thickness to give smooth and even surface, filling

joints with bitumen, curing etc. complete.

(Excluding cost of reinforcement.) The C.M. 1:3

plaster is considered for rendering uneven and

honeycombed surface only. Newly laid concrete

shall be covered by gunny bag, plastic, tarpaulin

etc. (Wooden centering/formwork will not be

allowed). CSR 3/223

23.48 3826.60 ONE

CUM

89849.00

23 Providing cast in situ block of M-15 / 1:2:4cement

concrete with circular or other shaped opening forwaterway including necessary formwork,

compaction, finishing and curing etc. complete.(for

craddle) CSR 7/224

0.20 3911.60 ONE

CUM

782.00

24 Providing and fixing A.C./ UPVC pipes of 100 mm

diameter and of required length for relieving water

pressure, stone filter as directed complete.(For

weep holes in raft). CSR 16/198

7.50 113.00 RMT 848.00

Total Cost Of CD Work 135494.00

Sectional Engineer Sub Div.Engineer


stbt to yelakeli-zadshi road to giroli daghe

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