bhanjana morthal road

NAME OF WORK:-

Jilla Panchayat, Palanpur

Construction of Bhanjana Morthal Road, Km 0/00 to 4/550, Ta. Dhanera, Dist. Banaskantha.

GOVERNMENT OF GUJARATROAD AND BUILDING DEPARTMENT

Estimate

Executive EngineerPanchayat Road and Building Division

-:Estimate:-

Division:- Panchayat R. & B Division, Palanpur.Approved Estimate No. ______ of Year : 2015-2016Financial Head:- . ____________________________________

Main Head :-

Sub Head:-__________________________

Service Head :- _______________________

Department Head:-_____________________

Probable Expenditure : Estimated Cost

Prepared by Division Office of the Executive Engineer

Administrative Approval received vide Letter No. ____________Dt.__________Rs.__________________

Technical Sanction received vide Letter No. _______________Dt.__________Rs.__________________

Estimate Prepared by Shri A.E.

And Checked by Shri A.A.E.

-: GENERAL DESCRIPTION :-

Deputy Executive Engineer

Panchayat R. & B. Sub. Division

Dhanera


Rs.

Separate Sheet Attached

Rate adopted as per SOR of Year 2013-14 & for non scheduled items necessary rateanalysis are prepared and attached herewith

1 Name of the Road :-

2 Provision :- OWR 2015-16 200 Lacs

3 Taluka:- Dhanera

4 District:- Banaskantha

5 Category:- VR NP

6 Length:- Km.

7 Existing Surface:-

8 Existing Carriageway :- Land Width :- 12.00

9 Proposed Works:-A. Earthwork and metalling

B. B.T. Surface

C. Proposed C.D. Work

Name of Work:- Construction of Bhanjana Morthal Road, Km 0/00 to 4/550, Ta. Dhanera, Dist. Banaskantha.

General Description

Bhanjana Morthal Road

4.550

Cart Track

--

Earthwork is proposed formation width 6.0 mt with sideslope 1.5:1 in banking and 8 mt wide formation in cuttingfor WBM workWBM : 1 100 mm 45 to 90 mm sizeWBM : 2 75 x 2 mm 45 to 63 mm size

37.50 mm thick BUSG, 25 mm thick Carpet and 0.18Cu.M. / 10 Sq.Mt. Seal Coat proposed for B.T. surface

C.D. works : 2 Row 900 mm dia Ch 15, 600, 1200,2250, 2430 & 2490C.D. works : 4 Row 900 mm dia Ch 4440

D. Protection Works:-

D. Road Logo & other Furniture.

10 Year of Last Renewal / construction

NEW CONSTRUCTION

11 Lead

78.000 Km.100.000 Km.

78.000 Km.5.000 Km.

343.000 Km.

12 Rate:-

Deputy Executive Engineer Executive EngineerPanchayat R. & B. Sub. Division Panchayat R. & B. Division

Dhanera PALANPUR

Ch 1200 to 1230, 1440 to 1470, 1710 to 1740, 1830 to1860, 2220 to 2420 & 3300 to 3325

As per requirement

Material Quarry

M. C. Metal Panthwada

Chitrasani

Asphalt Koyali

The rates are taken from S.O.R. of 2013-14 & for non scheduled itemsnecessary rate analysis are prepared and attached herewith.

Quarry Spalls Panthwada

Murrum Local

Name of work:-

Recapitulation Sheet

Sr. No. 1

1

2

3

4

Deputy Executive Engineer Executive Engineer Panchayat R. & B. Sub. Division Panchayat R. & B. Division

Dhanera Palanpur

398287.05

0.00

Add 1 % for Q.C. 217673.03

Total 21984975.88

Say 21985000.00


Total 21767302.85

Particular Amount

2 3

Sub Estiamte No. 1 B.T. Work & Misc. Work 17102754.65

Sub Estiamte No. 4 Protection Walls 2810086.11

Sub Estimate No. 2 C.D. works : 2 Row 900 mm dia Ch 15, 600, 1200, 2250, 2430 & 2490

1456175.04

Sub Estimate No. 3 C.D. works : 4 Row 900 mm dia Ch 4440

Name of work

ABSTRACT

Sub Estiamte No. 1 B.T. Work & Misc. Work Sr. No.

Quantity Unit Item Rate Rate with 1% Labour

cess

Per Amount

1 2 3 4 5 6 7 8

1 1.40 Hactere

Clearing and grubbing road landincluding uprooting rank vegetation grass bushes, shrubs, sapling and trees girthupto 300 mm removal of stumps of treescut earlier and disposal of unservicablematerials(C.) By meachanical means in area oflight jungle{SOR P. No.149 It. No.1}

32602.00 32928.02 Hactere 46099.22

2 2251.00 Cu.M. Earth work for embankment includingbreaking clods, dressing, with all, leadand lift (excluding watering andconsolidation)(B) From borrow pits within Land Width {SOR. P. No. 130 It. No. 26.16 (A)}

83.70 84.54 Cu.M. 190299.54

3 8507.00 Cu.M. Earth work in cutting In all sorts of soiland soft murrum Including conveyingand spreading the stuff, embankment asand where directed within 200 m. fromthe end of the cutting with all requiredlead and lift.{SOR. P. No. 130 It. No. 5.0.0}

103.00 104.03 Cu.M. 884983.21

4 10758.00 Cu.M. Rolling of Earth work in layers withvibratory roller including filling indepressions which occur during theprocess.{SOR. P. No. 102 It. No. 4A + 3}

15.80 15.96 Cu.M. 171697.68

5 1853.00 Cu.M. Proviidng and laying W.B.M. of M.C.metal of size 45 mm to 90 mm sizeincluding 0.27 Cu.M. Stone screenning &0.08 Cu.M. stone dust as filler includingspreading, watering & consolidaion byvibratory roller 80KN to 100KN staticweight. 100 mm thick compactedRate Analysis

2008.00 2028.08 Cu.M. 3758032.24

6 2575.00 Cu.M. Proviidng and laying W.B.M. of M.C.metal of size 45 mm to 63 mm sizeincluding 0.12 Cu.M. Stone screenning &0.08 Cu.M. stone dust as filler includingspreading, watering & consolidaion byvibratory roller 80KN to 100KN staticweight. 75 mm thick compacted each. Rate Analysis

1822.00 1840.22 Cu.M. 4738566.50


Sr. No.


cess

Per Amount

1 2 3 4 5 6 7 8

7 1288.00 M.T. Providing and laying bituminous groutbase course 37.5 mm thick using asphaltGrade VG-30 for tack coat at the rate of2.50 Kg. / 10 Sq.Mt. on BT surface & 4Kg. / 10 Sq.Mt. on WBM surfaceusingB.T. stone aggregates as per requiredgradation with the asphalt of VG-30grade at the rate of 1.99 % i.e. 19.90 Kg./ M.T. by weight by mix including heatingand mixing in drum mix plant,transporting the mix spreading the sameby paver finisher and consolidation byvibratory roller including cost of allmaterials, fuel labours, tools and plantetc. using contractors own drum mixplant etc. complete. {R.A.}

2133.21 2154.54 M.T. 2775047.52

8 902.00 M.T. Providing and laying bitumen carpet25mm thick compacted using asphaltVG-30 for tack coat @ 2.5 Kg / 10 Sq mt& for mixing @ rate 33.60 Kg. / M.T. ofmix by hot mix, hot laid processincluding heating the asphalt andaggregate by continuous batching crummix plant and transporting the mixedmaterial by tripper trucks and spreadingthe same by paver finisher andconsolidation by vibratory roller of 80 to100 KN static weight with necessaryequipment, oil, kerosene, fire wood,labour charges etc. comp. withContractor’s own machineries includingcost of asphalt and aggregate{R.A.}

2801.70 2829.72 M.T. 2552407.44

9 469.00 M.T. Providing and laying premix seal coatusing B.T. chips ( 6 to 10mm size) 0.18Cu.M. / 10 Sq.mt. i.e. 0.66 Cu.M.aggregate / 1 M.T. mix and asphaltgrade VG-30 at the rate of 4.50% of mixi.e. 45.00 Kg. / M.T. including heatingthe asphalt and aggregate by continuousbatching drum mix plant, transportingthe mixed material by tripper trucks andspreading the same by paver finisherand consolidation by vibratory roller of80 to 100 KN static weight includingproviding equipment, tools and plant,firewood, lubricant, kerosene, oil, labourcharges using contractor’s ownmachineries drum mix plant and paverfinisher.{R.A.}

2824.46 2852.70 M.T. 1337916.30

Sr. No.


cess

Per Amount

1 2 3 4 5 6 7 8

10 546.00 Cu.M. Providing hard side shoulder of 100 mmthick / 150 mm thick sub base forembankment using quarry spall with alllead and lift and including watering androlling and consolidation of sub grade inlayers at OMC to required dry densityincluding filling depression which occurduring the process using vibratory rollerof 80 KN to 100 KN (selected quarryspall having CBR value not less than30.0)Rate Analysis

862.15 870.77 Cu.M. 475440.42

11 4.00 No. Providing and fixing ordinary Kilometerstone of pre-cast C.C 1:2:4: includingnecessary reinforcement as per I.R.Ctype design fixing in C.C.1:4:8: includinglettering and painting etc. complete.(For NH., SH.,M.D.R.){SOR P. No. 140 It.No. 26.87}

1406.00 1420.06 No. 5680.24

12 18.00 No. Providing and fixing Pre Casthectometer stone as per I.R.C. typedesign including painting, lettering etc.complete.(I) Fixing in earth{SOR P. No. 140 It.No. 44}

433.00 437.33 No. 7871.94

13 208 No. Providing and fixing pre cast indicatorstone as per I.R.C. type design includingpainting, lettering etc. complete.(I) Fixing in earth{SOR P. No. 141 It.No. 53A}

376.00 379.76 No. 78990.08

14 200.00 No. Providing and fixing guard stone as perIRC type design including white washingetc. comp. (i) Fixing in earth {S.O.R. P. No. 140 It. No. 26.88 (i)}

79.50 80.30 No. 16060.00

Sr. No.


cess

Per Amount

1 2 3 4 5 6 7 8

15 2.00 No. Place Identification Sign :Providing and Fixing sign board madeout of 2 mm aluminum sheet size 150 x90 cms. Rectangle as per the design ofIRC-67-1977. Pretreated withphospheting process & acid etching ;coated with one coat of epoxy primerand two coats of best quality epoxy paint; reflectorised with retro reflectivesheeting as per latest MOSTspecification ; Letter and numeralsshould be as per IRC - 30-1968 ; 3.1 mlong (2nos) Stand post and framefabricated from suitable size iron angleof 50x50x5 mm. 75x75x6m as required ;painted with best quality epoxy coatingsin black and white bends. The details ofsymbol or inscription / numerals for eachboard shall be as per the instruction ofengineer in charge. The fixing at siteshall be in 1:2:4 CC block of size45x45x60 cms for each leg., includingexcavation, curing etc. complete underthe supervision of engineer in charge.{SOR P. No. 154 It.No. 9}

9593.00 9688.93 No. 19377.86

16 2.00 No. Village Name / Bump Ahead sign : Providing and Fixing sign board madeout of 2 mm aluminum sheet size 90x60cms. Rectangle as per the design of IRC-67-1977. Pretreated with phosphetingprocess & acid etching ; coated with onecoat of epoxy primer and two coats ofbest quality epoxy paint ; reflectorisedwith retro reflective sheeting as per latest MOST specification ; Letter andnumerals should be as per IRC - 30-1968 ; 3.1 m long (2nos) Stand post andframe fabricated from suitable size ironangle of 50x50x5 mm. painted with bestquality epoxy coatings in black and whitebends. The details of symbol orinscription / numerals for each boardshall be as per the instruction ofengineer in charge. The fixing at siteshall be in 1:2:4 CC block of size45x45x60 cms for each leg., includingexcavation, curing etc. complete underthe supervision of engineer in charge.A) Engineer Grade{Addl. SOR It.No. 10 P. No. 154 }

4487.00 4531.87 No. 9063.74

Sr. No.


cess

Per Amount

1 2 3 4 5 6 7 8

17 8.00 No. Supplying and fixing road sign board ofM.S. plates and angle iron includingpainting, lettering etc. complete includingfixing in C.C. 1:4:8: With necessaryexcavation etc. complete as per I.R.C.type design.(I) Reflective type{S.O.R. P. No. 141 It. No. 54}

4359.00 4402.59 No. 35220.72

Total 17102754.65


Dhanera Palanpur

Name of Work :-

Item No. 1

Km 0/0 to 3/700 2 x 3500.00 x 2.00 = 14000.00 Sq.Mt.

i.e. 1.400 Ha.

Say 1.40 HaItem No. 2

As per Attached Statement = 14071.36

Total 14071.36

WBM-1 1 x 3047.67 x 4.05 x 0.10 = 1234.30

WBM-2 1 x 3047.67 x 3.75 x 0.15 = 1714.31

Side Shoulder 2 x 3047.67 x 0.60 x 0.10 = 365.72

Cutting Qty 8506.21

Total 11820.54

Net 2250.82 Cu.M.

Say 2251.00 Cu.M.

Item No. 3

As per Attached Statement = 6872.44

Box Cutting for Crust

WBM-1 1 x 1502.33 x 4.05 x 0.10 = 608.44

WBM-2 1 x 1502.33 x 3.75 x 0.15 = 845.06

Side Shoulder 2 x 1502.33 x 0.60 x 0.10 = 180.27

Total 8506.21

Say 8507.00 Cu.M.Item No. 4

Qty as per Item No. 2 8507.00Qty as per Item No. 3 = 2250.82

Total 10757.82 Cu.M.

Say 10758.00 Cu.M.

MEASUREMENT SHEET

Rolling of Earth work in layers with vibratory roller including filling in depressions which occur during theprocess.

Earth work in cutting In all sorts of soil and soft murrum Including conveying and spreading the stuff,embankment as and where directed within 200 m. from the end of the cutting with all required lead andlift.

Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling andtrees girth upto 300 mm removal of stumps of trees cut earlier and disposal of unservicable materials(C.) By meachanical means in area of light jungle{SOR P No 149 It No 1}


Earth work for embankment including breaking clods, dressing, with all, lead and lift (excluding wateringand consolidation)(B) From borrow pits within Land Width {SOR P No 130 It No 26 16 (A)}

Item No. 5

Total Length 4550.00

Km 0/0 to 4/55 1 x 4550.00 x 4.05 x 0.10 = 1842.75

Fanning

1/2 x 4 x 10.00 x 5.00 x 0.10 = 10.00

Total 1852.75


Km 0/0 to 4/55 2 x 4550.00 x 3.75 x 0.075 = 2559.37

Fanning

1/2 x 4 x 10.00 x 5.00 x 0.15 = 15.00

Total 2574.37


Km 0/0 to 4/55 1 x 4550.00 x 3.75 = 17062.50

1/2 x 4 x 10.00 x 5.00 = 100.00

Total 17162.50Considering Density 2.0 Gm / CC

1 x 17162.50 x 0.0375 x 2.00 = 1287.18 M.T.

Say 1288.00 M.T.Item No. 8

Km 0/0 to 4/55 1 x 4550.00 x 3.75 = 17062.50

1/2 x 4 x 10.00 x 5.00 = 100.00

Total 17162.50Considering Density 2.10 Gm / CC

1 x 17162.50 x 0.0250 x 2.10 = 901.03 M.T.


B.T. Surface

TOTAL SURFACE AREA 17162.50 Sq.Mt.

Providing and laying premix seal coat using B.T. chips ( 6 to 10mm size) 0.18 Cu.M. / 10 Sq.mt. i.e. 0.66Cu.M. aggregate / 1 M.T. mix and asphalt grade VG-30 at the rate of 4.50% of mix i.e. 45.00 Kg. / M.T.including heating the asphalt and aggregate by continuous batching drum mix plant, transporting themixed material by tripper trucks and spreading the same by paver finisher and consolidation by vibratory

Providing and laying bitumen carpet 25mm thick compacted using asphalt VG-30 for tack coat @ 2.5 Kg/ 10 Sq mt & for mixing @ rate 33.60 Kg. / M.T. of mix by hot mix, hot laid process including heating theasphalt and aggregate by continuous batching crum mix plant and transporting the mixed material bytripper trucks and spreading the same by paver finisher and consolidation by vibratory roller of 80 to 100

Proviidng and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size including 0.12 Cu.M. Stonescreenning & 0.08 Cu.M. stone dust as filler including spreading, watering & consolidaion by vibratoryroller 80KN to 100KN static weight. 75 mm thick compacted each

Proviidng and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size including 0.27 Cu.M. Stonescreenning & 0.08 Cu.M. stone dust as filler including spreading, watering & consolidaion by vibratory

Providing and laying bituminous grout base course 37.5 mm thick using asphalt Grade VG-30 for tackcoat at the rate of 2.50 Kg. / 10 Sq.Mt. on BT surface & 4 Kg. / 10 Sq.Mt. on WBM surfaceusing B.T.stone aggregates as per required gradation with the asphalt of VG-30 grade at the rate of 1.99 % i.e.19 90 Kg / M T by weight by mix including heating and mixing in drum mix plant transporting the mix

1 x 17162.50 x 0.18 = 468.06 M.T.

10.00 x 0.66

Total 468.06 M.T.


2 x 4550.00 x 0.60 x 0.10 = 546.00

Total 546.00 Cu.M.

Say 546.00 Cu.M.

Item No. 11

Total 4.00 No.

Say 4.00 No.

Item No. 12

Total 18.00 No.

Say 18.00 No.

Item No. 13

2 x ( 4550 /40 + 1 ) 230.00

Deduct Hectometer & Km. Stone 22.00

Net 208.00 No.

Say 208.00 No.

Item No. 14

Total 200.00 No.

Say 200.00 No.

Item No. 15

Providing hard side shoulder of 100 mm thick / 150 mm thick sub base for embankment using quarryspall with all lead and lift and including watering and rolling and consolidation of sub grade in layers atOMC to required dry density including filling depression which occur during the process using vibratoryroller of 80 KN to 100 KN (selected quarry spall having CBR value not less than 30 0)

Providing and fixing ordinary Kilometer stone of pre-cast C.C 1:2:4: including necessary reinforcement asper I.R.C type design fixing in C.C.1:4:8: including lettering and painting etc. complete. (For NH.,SH.,M.D.R.){SOR P No 140 It No 26 87}

Providing and fixing Pre Cast hectometer stone as per I.R.C. type design including painting, lettering etc.complete.(I) Fixing in earth{SOR P No 140 It No 44}

Providing and fixing guard stone as per IRC type design including white washing etc. comp. (i) Fixing in earth {S.O.R. P. No. 140 It. No. 26.88 (i)}

Place Identification Sign :Providing and Fixing sign board made out of 2 mm aluminum sheet size 150 x 90 cms. Rectangle as perthe design of IRC-67-1977. Pretreated with phospheting process & acid etching ; coated with one coat ofepoxy primer and two coats of best quality epoxy paint ; reflectorised with retro reflective sheeting as per

Providing and fixing pre cast indicator stone as per I.R.C. type design including painting, lettering etc.complete.(I) Fixing in earth{SOR P No 141 It No 53A}

Total 2.00 No.

Say 2.00 No.

Item No. 16

Total 2.00 No.

Say 2.00 No.Item No. 17

2 x 4 = 8.00

Total 8.00 No.

Say 8.00 No.

Village Name / Bump Ahead sign : Providing and Fixing sign board made out of 2 mm aluminum sheet size 90x60 cms. Rectangle as perthe design of IRC-67-1977. Pretreated with phospheting process & acid etching ; coated with one coat ofepoxy primer and two coats of best quality epoxy paint ; reflectorised with retro reflective sheeting as per

Supplying and fixing road sign board of M.S. plates and angle iron including painting, lettering etc.complete including fixing in C.C. 1:4:8: With necessary excavation etc. complete as per I.R.C. typedesign.(I) Reflective type

ame of Work:- Construction of Bhanjana Morthal Road, Km 0/00 to 4/550, Ta. Dhanera, Dist. Banaskantha.

Longitudinal Section

105 00

106.00

107.00

108.00

109.00

110.00


99.00

100.00

101.00

102.00

103.00

104.00

105.00

du

ced

Lev

els

93.00

94.00

95.00

96.00

97.00

98.00Red

Height

90.00

91.00

92.00

0 30 60 90 120

150

180

210

240

270

300

330

360

390

420

450

480

510

540

570

600

630

660

690

720

750

780

810

840

870

900

930

960

990

1020

1050

1080

1110

1140

1170

1200

1230

1260

1290

1320

1350

1380

1410

1440

1470

1500

1530

1560

1590

1620

1650

1680

1710

1740

1770

1800

1830

1860

1890

Height ofBank 0

.00

0.9

2

0.9

5

0.9

2

1.3

9

0.8

1

0.6

5

-0.0

6

-0.2

0

-0.2

2

-0.3

7

-0.1

7

-0.3

4

-0.6

3

-0.3

7

-0.0

8

0.1

4

0.5

6

0.8

6

1.0

5

1.1

3

1.0

7

0.9

4

0.4

5

0.0

0

0.2

2

0.3

4

0.4

9

0.5

7

0.3

1

-0.2

0

-0.9

8

-1.6

9

-0.8

4

-0.1

2

0.3

5

0.6

0

0.6

8

0.9

3

1.1

8

1.4

2

0.8

5

0.6

6

-0.1

9

-1.0

7

-1.1

8

-0.5

9

-0.4

0

1.0

4

0.5

7

0.7

0

0.9

4

0.7

6

0.3

0

-0.2

2

-0.7

7

-0.0

2

1.2

9

1.1

4

0.3

8

0.6

2

1.3

2

0.5

2

0.5

6

F.L. 10

0.1

8

10

0.2

8

10

0.3

5

10

0.4

3

10

0.5

0

10

0.5

0

10

0.5

0

10

0.8

8

10

1.2

5

10

1.6

3

10

2.0

8

10

2.5

4

10

3.0

0

10

2.8

8

10

2.7

5

10

2.6

3

10

2.5

0

10

2.3

8

10

2.2

5

10

2.1

3

10

2.0

0

10

2.0

0

10

2.0

0

10

2.0

0

10

2.1

9

10

2.3

8

10

2.5

6

10

2.7

5

10

2.9

4

10

3.1

3

10

3.3

1

10

3.5

0

10

3.5

0

10

3.5

0

10

3.5

0

10

3.3

3

10

3.1

7

10

3.0

0

10

3.0

0

10

3.0

0

10

3.0

0

10

3.0

0

10

3.8

3

10

4.6

7

10

5.5

0

10

5.5

0

10

5.5

0

10

4.9

8

10

4.4

5

10

4.1

8

10

3.9

1

10

3.6

4

10

3.3

6

10

3.0

9

10

2.8

2

10

2.5

5

10

2.2

7

10

2.0

0

10

2.0

0

10

2.0

0

10

2.0

0

10

2.0

0

10

2.0

0

10

2.0

0

Exi. Formationon

G.L. 10

0.1

8

99

.35

99

.40

99

.50

99

.11

99

.69

99

.85

10

0.9

4

10

1.4

5

10

1.8

5

10

2.4

5

10

2.7

1

10

3.3

4

10

3.5

0

10

3.1

2

10

2.7

0

10

2.3

6

10

1.8

2

10

1.3

9

10

1.0

8

10

0.8

7

10

0.9

3

10

1.0

6

10

1.5

5

10

2.1

9

10

2.1

5

10

2.2

2

10

2.2

6

10

2.3

7

10

2.8

2

10

3.5

1

10

4.4

8

10

5.1

9

10

4.3

4

10

3.6

2

10

2.9

8

10

2.5

7

10

2.3

2

10

2.0

7

10

1.8

2

10

1.5

8

10

2.1

5

10

3.1

7

10

4.8

6

10

6.5

7

10

6.6

8

10

6.0

9

10

5.3

8

10

3.4

1

10

3.6

1

10

3.2

1

10

2.7

0

10

2.6

0

10

2.7

9

10

3.0

4

10

3.3

2

10

2.2

9

10

0.7

1

10

0.8

6

10

1.6

2

10

1.3

8

10

0.6

8

10

1.4

8

10

1.4

4

Ch.

0 30

60

90

12

0

15

0

18

0

21

0

24

0

27

0

30

0

33

0

36

0

39

0

42

0

45

0

48

0

51

0

54

0

57

0

60

0

63

0

66

0

69

0

72

0

75

0

78

0

81

0

84

0

87

0

90

0

93

0

96

0

99

0

10

20

10

50

10

80

11

10

11

40

11

70

12

00

12

30

12

60

12

90

13

20

13

50

13

80

14

10

14

40

14

70

15

00

15

30

15

60

15

90

16

20

16

50

16

80

17

10

17

40

17

70

18

00

18

30

18

60

18

90



105 00

106.00

107.00

108.00

109.00

110.00


99.00

100.00

101.00

102.00

103.00

104.00

105.00

du

ced

Lev

els

93.00

94.00

95.00

96.00

97.00

98.00Red

Height

90.00

91.00

92.00

1800

1830

1860

1890

1920

1950

1980

2010

2040

2070

2100

2130

2160

2190

2220

2250

2280

2310

2340

2370

2400

2430

2460

2490

2520

2550

2580

2610

2640

2670

2700

2730

2760

2790

2820

2850

2880

2910

2940

2970

3000

3030

3060

3090

3120

3150

3180

3210

3240

3270

3300

3330

3360

3390

3420

3450

3480

3510

3540

3570

3600

3630

Height ofBank 0

.62

1.3

2

0.5

2

0.5

6

0.5

1

0.8

8

0.2

8

0.2

4

0.4

0

0.2

4

-0.1

4

-0.4

9

-0.4

7

-0.3

7

0.2

8

1.1

2

1.1

4

0.6

2

1.7

4

0.6

1

-0.3

7

-0.7

6

-0.2

1

0.8

0

-0.4

9

0.8

7

-0.6

9

-1.1

2

-0.4

5

0.3

9

0.0

2

0.3

7

0.4

9

0.4

4

0.5

4

1.2

9

0.2

6

-0.3

0

-0.6

0

-1.2

1

-1.1

0

-0.9

2

-0.8

8

-0.7

7

-0.4

1

-0.4

3

-0.2

7

0.0

9

0.5

1

0.3

8

0.6

2

1.1

3

1.8

3

1.7

6

1.2

3

0.0

0

0.1

9

0.3

0

0.5

2

0.3

4

0.1

4

-0.1

3

-1.0

4

-1.1

2

F.L. 10

2.0

0

10

2.0

0

10

2.0

0

10

2.0

0

10

2.0

0

10

2.0

0

10

2.0

0

10

2.2

0

10

2.4

0

10

2.6

0

10

2.8

0

10

3.0

0

10

3.0

0

10

2.3

0

10

1.6

0

10

0.9

0

10

0.2

0

99

.50

99

.50

99

.50

99

.50

99

.50

99

.50

99

.75

10

0.0

0

10

0.2

5

10

0.5

0

10

0.5

0

10

0.5

0

10

0.2

5

10

0.0

0

99

.75

99

.50

99

.25

99

.00

99

.00

99

.00

99

.00

99

.00

99

.00

99

.00

99

.00

98

.56

98

.13

97

.69

97

.25

96

.81

96

.38

95

.94

95

.50

95

.50

95

.50

95

.50

95

.50

95

.50

95

.50

95

.88

96

.25

96

.63

97

.00

97

.38

97

.75

98

.13

98

.50

Exi. Formationon

G.L. 10

1.3

8

10

0.6

8

10

1.4

8

10

1.4

4

10

1.4

9

10

1.1

2

10

1.7

2

10

1.9

6

10

2.0

0

10

2.3

6

10

2.9

4

10

3.4

9

10

3.4

7

10

2.6

7

10

1.3

2

99

.78

99

.06

98

.88

97

.76

98

.89

99

.87

10

0.2

6

99

.71

98

.95

10

0.4

9

99

.38

10

1.1

9

10

1.6

2

10

0.9

5

99

.86

99

.98

99

.38

99

.01

98

.81

98

.46

97

.71

98

.74

99

.30

99

.60

10

0.2

1

10

0.1

0

99

.92

99

.44

98

.89

98

.10

97

.68

97

.08

96

.28

95

.43

95

.12

94

.88

94

.37

93

.67

93

.74

94

.27

95

.50

95

.68

95

.95

96

.11

96

.66

97

.23

97

.88

99

.16

99

.62

Ch. 18

00

18

30

18

60

18

90

19

20

19

50

19

80

20

10

20

40

20

70

21

00

21

30

21

60

21

90

22

20

22

50

22

80

23

10

23

40

23

70

24

00

24

25

24

30

24

50

24

55

24

90

25

20

25

50

25

80

26

10

26

40

26

70

27

00

27

30

27

60

27

90

28

20

28

50

28

80

29

10

29

40

29

70

30

00

30

30

30

60

30

90

31

20

31

50

31

80

32

10

32

40

32

70

33

00

33

30

33

60

33

90

34

20

34

50

34

80

35

10

35

40

35

70

36

00

36

30



105 00

106.00

107.00

108.00

109.00

110.00


99.00

100.00

101.00

102.00

103.00

104.00

105.00

du

ced

Lev

els

93.00

94.00

95.00

96.00

97.00

98.00Red

Height

90.00

91.00

92.00

3510

3540

3570

3600

3630

3660

3690

3720

3750

3780

3810

3840

3870

3900

3930

3960

3990

4020

4050

4080

4110

4140

4170

4200

4230

4260

4290

4320

4350

4380

4410

4440

4470

4500

4530

4560

4590

4620

4650

4680

4710

4740

4770

4800

4830

4860

4890

4920

4950

4980

5010

5040

5070

5100

5130

5160

5190

5220

5250

5280

5310

5340

5370

Height ofBank 0

.34

0.1

4

-0.1

3

-1.0

4

-1.1

2

-0.9

3

-0.2

6

-0.3

0

-0.5

0

-0.1

2

-0.2

7

0.4

1

0.4

6

0.9

1

0.5

6

-0.0

9

-0.2

7

0.0

4

0.2

6

0.4

0

0.7

2

0.6

5

0.5

6

0.5

8

0.4

7

0.3

8

0.3

8

0.5

5

0.7

8

0.9

4

1.0

3

1.0

5

0.8

8

0.3

4

0.1

6

0.0

2

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

0.0

0

F.L. 97

.00

97

.38

97

.75

98

.13

98

.50

98

.25

98

.00

97

.75

97

.50

97

.25

97

.00

96

.75

96

.50

96

.25

96

.00

95

.75

95

.50

95

.25

95

.00

94

.75

94

.50

94

.25

94

.00

93

.75

93

.75

93

.75

93

.75

93

.75

93

.75

93

.75

93

.75

93

.75

93

.75

93

.75

93

.75

93

.75

Exi. Formationon

G.L. 96

.66

97

.23

97

.88

99

.16

99

.62

99

.18

98

.26

98

.05

98

.00

97

.37

97

.27

96

.34

96

.04

95

.34

95

.44

95

.84

95

.77

95

.21

94

.74

94

.35

93

.78

93

.60

93

.44

93

.17

93

.28

93

.37

93

.37

93

.20

92

.97

92

.81

92

.72

92

.70

92

.87

93

.41

93

.59

93

.73

Ch. 35

10

35

40

35

70

36

00

36

30

36

60

36

90

37

20

37

50

37

80

38

10

38

40

38

70

39

00

39

30

39

60

39

90

40

20

40

50

40

80

41

10

41

40

41

70

42

00

42

30

42

60

42

90

43

20

43

50

43

80

44

10

44

40

44

70

45

00

45

30

45

50

45

80

46

10

46

40

46

70

47

00

47

30

47

60

47

90

48

20

48

50

48

80

49

10

49

40

49

70

50

00

50

30

50

60

50

90

51

20

51

50

51

80

52

10

52

40

52

70

53

00

53

30

53

60

53

90

Name of Work :-

Area of Cutting :- {B+SH}H Area of Banking :- {B+SH}HWhere B = 8.0 mt. & S= 1 Where B = 6.000 mt. & S= 1.5

Banking Cutting Banking Cutting Banking Cutting Banking Cutting Banking Cutting0 100.18 100.18 0.00 0.00 0.000 0.000 0.00 0.00 0.0030 99.35 100.28 0.92 0.00 6.790 0.000 3.395 0.000 30.00 0.00 101.85 0.0060 99.40 100.35 0.95 0.00 7.054 0.000 6.922 0.000 30.00 0.00 207.66 0.0090 99.50 100.43 0.92 0.00 6.790 0.000 6.922 0.000 30.00 0.00 207.66 0.00

120 99.11 100.50 1.39 0.00 11.238 0.000 9.014 0.000 30.00 0.00 270.42 0.00150 99.69 100.50 0.81 0.00 5.844 0.000 8.541 0.000 30.00 0.00 256.23 0.00180 99.85 100.50 0.65 0.00 4.534 0.000 5.189 0.000 30.00 0.00 155.67 0.00

207.15 100.84 100.84 0.00 0.00 0.000 0.000 2.267 0.000 27.15 0.00 61.55 0.00210 100.94 100.88 0.00 0.06 0.000 0.484 0.000 0.242 0.00 2.85 0.00 0.69240 101.45 101.25 0.00 0.20 0.000 1.640 0.000 1.062 0.00 30.00 0.00 31.86270 101.85 101.63 0.00 0.22 0.000 1.808 0.000 1.724 0.00 30.00 0.00 51.72300 102.45 102.08 0.00 0.37 0.000 3.097 0.000 2.453 0.00 30.00 0.00 73.59330 102.71 102.54 0.00 0.17 0.000 1.389 0.000 2.243 0.00 30.00 0.00 67.29360 103.34 103.00 0.00 0.34 0.000 2.836 0.000 2.113 0.00 30.00 0.00 63.39390 103.50 102.88 0.00 0.63 0.000 5.437 0.000 4.137 0.00 30.00 0.00 124.11420 103.12 102.75 0.00 0.37 0.000 3.097 0.000 4.267 0.00 30.00 0.00 128.01450 102.70 102.63 0.00 0.08 0.000 0.646 0.000 1.872 0.00 30.00 0.00 56.16

459.5 102.59 102.59 0.00 0.00 0.000 0.000 0.000 0.323 0.00 9.50 0.00 3.07480 102.36 102.50 0.14 0.00 0.869 0.000 0.435 0.000 20.50 0.00 8.92 0.00510 101.82 102.38 0.56 0.00 3.830 0.000 2.350 0.000 30.00 0.00 70.50 0.00540 101.39 102.25 0.86 0.00 6.269 0.000 5.050 0.000 30.00 0.00 151.50 0.00570 101.08 102.13 1.05 0.00 7.954 0.000 7.112 0.000 30.00 0.00 213.36 0.00600 100.87 102.00 1.13 0.00 8.695 0.000 8.325 0.000 30.00 0.00 249.75 0.00630 100.93 102.00 1.07 0.00 8.137 0.000 8.416 0.000 30.00 0.00 252.48 0.00660 101.06 102.00 0.94 0.00 6.965 0.000 7.551 0.000 30.00 0.00 226.53 0.00690 101.55 102.00 0.45 0.00 3.004 0.000 4.985 0.000 30.00 0.00 149.55 0.00720 102.19 102.19 0.00 0.00 0.000 0.000 1.502 0.000 30.00 0.00 45.06 0.00750 102.15 102.38 0.22 0.00 1.393 0.000 0.697 0.000 30.00 0.00 20.91 0.00780 102.22 102.56 0.34 0.00 2.213 0.000 1.803 0.000 30.00 0.00 54.09 0.00810 102.26 102.75 0.49 0.00 3.300 0.000 2.757 0.000 30.00 0.00 82.71 0.00840 102.37 102.94 0.57 0.00 3.907 0.000 3.604 0.000 30.00 0.00 108.12 0.00870 102.82 103.13 0.31 0.00 2.004 0.000 2.956 0.000 30.00 0.00 88.68 0.00

888.45 103.24 103.24 0.00 0.00 0.000 0.000 1.002 0.000 18.45 0.00 18.49 0.00

Length Quantity

Construction of Bhanjana Morthal Road, Km 0/00 to 4/550, Ta. Dhanera, Dist. Banaskantha.EARTHWORK CALCULATION

Proposed

Ch. G.L. F.L.Height of Area of Mean Area

Banking Cutting Banking Cutting Banking Cutting Banking Cutting Banking CuttingLength Quantity

Proposed


900 103.51 103.31 0.00 0.20 0.000 1.640 0.000 0.820 0.00 11.55 0.00 9.47930 104.48 103.50 0.00 0.98 0.000 8.800 0.000 5.220 0.00 30.00 0.00 156.60960 105.19 103.50 0.00 1.69 0.000 16.376 0.000 12.588 0.00 30.00 0.00 377.64990 104.34 103.50 0.00 0.84 0.000 7.426 0.000 11.901 0.00 30.00 0.00 357.031020 103.62 103.50 0.00 0.12 0.000 0.974 0.000 4.200 0.00 30.00 0.00 126.00

1027.7 103.46 103.46 0.00 0.00 0.000 0.000 0.000 0.487 0.00 7.70 0.00 3.751050 102.98 103.33 0.35 0.00 2.284 0.000 1.142 0.000 22.30 0.00 25.47 0.001080 102.57 103.17 0.60 0.00 4.140 0.000 3.212 0.000 30.00 0.00 96.36 0.001110 102.32 103.00 0.68 0.00 4.774 0.000 4.457 0.000 30.00 0.00 133.71 0.001140 102.07 103.00 0.93 0.00 6.877 0.000 5.826 0.000 30.00 0.00 174.78 0.001170 101.82 103.00 1.18 0.00 9.169 0.000 8.023 0.000 30.00 0.00 240.69 0.001200 101.58 103.00 1.42 0.00 11.545 0.000 10.357 0.000 30.00 0.00 310.71 0.001230 102.15 103.00 0.85 0.00 6.184 0.000 8.865 0.000 30.00 0.00 265.95 0.001260 103.17 103.83 0.66 0.00 4.613 0.000 5.399 0.000 30.00 0.00 161.97 0.00

1283.3 104.48 104.48 0.00 0.00 0.000 0.000 2.307 0.000 23.30 0.00 53.75 0.001290 104.86 104.67 0.00 0.19 0.000 1.556 0.000 0.778 0.00 6.70 0.00 5.211320 106.57 105.50 0.00 1.07 0.000 9.705 0.000 5.631 0.00 30.00 0.00 168.931350 106.68 105.50 0.00 1.18 0.000 10.832 0.000 10.269 0.00 30.00 0.00 308.071380 106.09 105.50 0.00 0.59 0.000 5.068 0.000 7.950 0.00 30.00 0.00 238.501410 105.38 104.98 0.00 0.40 0.000 3.360 0.000 4.214 0.00 30.00 0.00 126.42

1418.4 104.83 104.83 0.00 0.00 0.000 0.000 0.000 1.680 0.00 8.40 0.00 14.111440 103.41 104.45 1.04 0.00 7.862 0.000 3.931 0.000 21.60 0.00 84.91 0.001470 103.61 104.18 0.57 0.00 3.907 0.000 5.885 0.000 30.00 0.00 176.55 0.001500 103.21 103.91 0.70 0.00 4.935 0.000 4.421 0.000 30.00 0.00 132.63 0.001530 102.70 103.64 0.94 0.00 6.965 0.000 5.950 0.000 30.00 0.00 178.50 0.001560 102.60 103.36 0.76 0.00 5.426 0.000 6.196 0.000 30.00 0.00 185.88 0.001590 102.79 103.09 0.30 0.00 1.935 0.000 3.681 0.000 30.00 0.00 110.43 0.00

1607.3 102.93 102.93 0.00 0.00 0.000 0.000 0.968 0.000 17.30 0.00 16.75 0.001620 103.04 102.82 0.00 0.22 0.000 1.808 0.000 0.904 0.00 12.70 0.00 11.481650 103.32 102.55 0.00 0.77 0.000 6.753 0.000 4.281 0.00 30.00 0.00 128.431680 102.29 102.27 0.00 0.02 0.000 0.160 0.000 3.457 0.00 30.00 0.00 103.71

1680.4 102.27 102.27 0.00 0.00 0.000 0.000 0.000 0.080 0.00 0.40 0.00 0.031710 100.71 102.00 1.29 0.00 10.236 0.000 5.118 0.000 29.60 0.00 151.49 0.001740 100.86 102.00 1.14 0.00 8.789 0.000 9.513 0.000 30.00 0.00 285.39 0.001770 101.62 102.00 0.38 0.00 2.497 0.000 5.643 0.000 30.00 0.00 169.29 0.001800 101.38 102.00 0.62 0.00 4.297 0.000 3.397 0.000 30.00 0.00 101.91 0.001830 100.68 102.00 1.32 0.00 10.534 0.000 7.416 0.000 30.00 0.00 222.48 0.001860 101.48 102.00 0.52 0.00 3.526 0.000 7.030 0.000 30.00 0.00 210.90 0.00


Proposed


1890 101.44 102.00 0.56 0.00 3.830 0.000 3.678 0.000 30.00 0.00 110.34 0.001920 101.49 102.00 0.51 0.00 3.450 0.000 3.640 0.000 30.00 0.00 109.20 0.001950 101.12 102.00 0.88 0.00 6.442 0.000 4.946 0.000 30.00 0.00 148.38 0.001980 101.72 102.00 0.28 0.00 1.798 0.000 4.120 0.000 30.00 0.00 123.60 0.002010 101.96 102.20 0.24 0.00 1.526 0.000 1.662 0.000 30.00 0.00 49.86 0.002040 102.00 102.40 0.40 0.00 2.640 0.000 2.083 0.000 30.00 0.00 62.49 0.002070 102.36 102.60 0.24 0.00 1.526 0.000 2.083 0.000 30.00 0.00 62.49 0.00

2088.5 102.72 102.72 0.00 0.00 0.000 0.000 0.763 0.000 18.50 0.00 14.12 0.002100 102.94 102.80 0.00 0.14 0.000 1.140 0.000 0.570 0.00 11.50 0.00 6.562130 103.49 103.00 0.00 0.49 0.000 4.160 0.000 2.650 0.00 30.00 0.00 79.502160 103.47 103.00 0.00 0.47 0.000 3.981 0.000 4.071 0.00 30.00 0.00 122.132190 102.67 102.30 0.00 0.37 0.000 3.097 0.000 3.539 0.00 30.00 0.00 106.17

2206.8 101.91 101.91 0.00 0.00 0.000 0.000 0.000 1.549 0.00 16.80 0.00 26.022220 101.32 101.60 0.28 0.00 1.798 0.000 0.899 0.000 13.20 0.00 11.87 0.002250 99.78 100.90 1.12 0.00 8.602 0.000 5.200 0.000 30.00 0.00 156.00 0.002280 99.06 100.20 1.14 0.00 8.789 0.000 8.696 0.000 30.00 0.00 260.88 0.002310 98.88 99.50 0.62 0.00 4.297 0.000 6.543 0.000 30.00 0.00 196.29 0.002340 97.76 99.50 1.74 0.00 14.981 0.000 9.639 0.000 30.00 0.00 289.17 0.002370 98.89 99.50 0.61 0.00 4.218 0.000 9.600 0.000 30.00 0.00 288.00 0.00

2388.8 99.50 99.50 0.00 0.00 0.000 0.000 2.109 0.000 18.80 0.00 39.65 0.002400 99.87 99.50 0.00 0.37 0.000 3.097 0.000 1.549 0.00 11.20 0.00 17.352425 100.26 99.50 0.00 0.76 0.000 6.658 0.000 4.878 0.00 25.00 0.00 121.952430 99.71 99.50 0.00 0.21 0.000 1.724 0.000 4.191 0.00 5.00 0.00 20.96

2434.2 99.55 99.55 0.00 0.00 0.000 0.000 0.000 0.862 0.00 4.20 0.00 3.622450 98.95 99.75 0.80 0.00 5.760 0.000 2.880 0.000 15.80 0.00 45.50 0.00

2453.11 99.91 99.91 0.00 0.00 0.000 0.000 2.880 0.000 3.11 0.00 8.96 0.002455 100.49 100.00 0.00 0.49 0.000 4.160 0.000 2.080 0.00 1.89 0.00 3.93

2467.49 100.09 100.09 0.00 0.00 0.000 0.000 0.000 2.080 0.00 12.49 0.00 25.982490 99.38 100.25 0.87 0.00 6.355 0.000 3.178 0.000 22.51 0.00 71.54 0.00

2506.75 100.39 100.39 0.00 0.00 0.000 0.000 3.178 0.000 16.75 0.00 53.23 0.002520 101.19 100.50 0.00 0.69 0.000 5.996 0.000 2.998 0.00 13.25 0.00 39.722550 101.62 100.50 0.00 1.12 0.000 10.214 0.000 8.105 0.00 30.00 0.00 243.152580 100.95 100.50 0.00 0.45 0.000 3.803 0.000 7.009 0.00 30.00 0.00 210.27

2595.95 100.37 100.37 0.00 0.00 0.000 0.000 0.000 1.902 0.00 15.95 0.00 30.342610 99.86 100.25 0.39 0.00 2.568 0.000 1.284 0.000 14.05 0.00 18.04 0.002640 99.98 100.00 0.02 0.00 0.121 0.000 1.345 0.000 30.00 0.00 40.35 0.002670 99.38 99.75 0.37 0.00 2.425 0.000 1.273 0.000 30.00 0.00 38.19 0.002700 99.01 99.50 0.49 0.00 3.300 0.000 2.863 0.000 30.00 0.00 85.89 0.00


Proposed


2730 98.81 99.25 0.44 0.00 2.930 0.000 3.115 0.000 30.00 0.00 93.45 0.002760 98.46 99.00 0.54 0.00 3.677 0.000 3.304 0.000 30.00 0.00 99.12 0.002790 97.71 99.00 1.29 0.00 10.236 0.000 6.957 0.000 30.00 0.00 208.71 0.002820 98.74 99.00 0.26 0.00 1.661 0.000 5.949 0.000 30.00 0.00 178.47 0.00

2834.05 99.00 99.00 0.00 0.00 0.000 0.000 0.831 0.000 14.05 0.00 11.68 0.002850 99.30 99.00 0.00 0.30 0.000 2.490 0.000 1.245 0.00 15.95 0.00 19.862880 99.60 99.00 0.00 0.60 0.000 5.160 0.000 3.825 0.00 30.00 0.00 114.752910 100.21 99.00 0.00 1.21 0.000 11.144 0.000 8.152 0.00 30.00 0.00 244.562940 100.10 99.00 0.00 1.10 0.000 10.010 0.000 10.577 0.00 30.00 0.00 317.312970 99.92 99.00 0.00 0.92 0.000 8.206 0.000 9.108 0.00 30.00 0.00 273.243000 99.44 98.56 0.00 0.88 0.000 7.814 0.000 8.010 0.00 30.00 0.00 240.303030 98.89 98.13 0.00 0.77 0.000 6.753 0.000 7.284 0.00 30.00 0.00 218.523060 98.10 97.69 0.00 0.41 0.000 3.448 0.000 5.101 0.00 30.00 0.00 153.033090 97.68 97.25 0.00 0.43 0.000 3.625 0.000 3.537 0.00 30.00 0.00 106.113120 97.08 96.81 0.00 0.27 0.000 2.233 0.000 2.929 0.00 30.00 0.00 87.87

3142.2 96.49 96.49 0.00 0.00 0.000 0.000 0.000 1.117 0.00 22.20 0.00 24.803150 96.28 96.38 0.09 0.00 0.552 0.000 0.276 0.000 7.80 0.00 2.15 0.003180 95.43 95.94 0.51 0.00 3.450 0.000 2.001 0.000 30.00 0.00 60.03 0.003210 95.12 95.50 0.38 0.00 2.497 0.000 2.974 0.000 30.00 0.00 89.22 0.003240 94.88 95.50 0.62 0.00 4.297 0.000 3.397 0.000 30.00 0.00 101.91 0.003270 94.37 95.50 1.13 0.00 8.695 0.000 6.496 0.000 30.00 0.00 194.88 0.003300 93.67 95.50 1.83 0.00 16.003 0.000 12.349 0.000 30.00 0.00 370.47 0.003330 93.74 95.50 1.76 0.00 15.206 0.000 15.605 0.000 30.00 0.00 468.15 0.003360 94.27 95.50 1.23 0.00 9.649 0.000 12.428 0.000 30.00 0.00 372.84 0.003390 95.50 95.50 0.00 0.00 0.000 0.000 4.825 0.000 30.00 0.00 144.75 0.003420 95.68 95.88 0.19 0.00 1.194 0.000 0.597 0.000 30.00 0.00 17.91 0.003450 95.95 96.25 0.30 0.00 1.935 0.000 1.565 0.000 30.00 0.00 46.95 0.003480 96.11 96.63 0.52 0.00 3.526 0.000 2.731 0.000 30.00 0.00 81.93 0.003510 96.66 97.00 0.34 0.00 2.213 0.000 2.870 0.000 30.00 0.00 86.10 0.003540 97.23 97.38 0.14 0.00 0.869 0.000 1.541 0.000 30.00 0.00 46.23 0.003555 97.56 97.56 0.00 0.00 0.000 0.000 0.435 0.000 15.00 0.00 6.53 0.003570 97.88 97.75 0.00 0.13 0.000 1.057 0.000 0.529 0.00 15.00 0.00 7.943600 99.16 98.13 0.00 1.04 0.000 9.402 0.000 5.230 0.00 30.00 0.00 156.903630 99.62 98.50 0.00 1.12 0.000 10.214 0.000 9.808 0.00 30.00 0.00 294.243660 99.18 98.25 0.00 0.93 0.000 8.305 0.000 9.260 0.00 30.00 0.00 277.803690 98.26 98.00 0.00 0.26 0.000 2.148 0.000 5.227 0.00 30.00 0.00 156.813720 98.05 97.75 0.00 0.30 0.000 2.490 0.000 2.319 0.00 30.00 0.00 69.573750 98.00 97.50 0.00 0.50 0.000 4.250 0.000 3.370 0.00 30.00 0.00 101.10


Proposed


3780 97.37 97.25 0.00 0.12 0.000 0.974 0.000 2.612 0.00 30.00 0.00 78.363810 97.27 97.00 0.00 0.27 0.000 2.233 0.000 1.604 0.00 30.00 0.00 48.12

3821.8 96.90 96.90 0.00 0.00 0.000 0.000 0.000 1.117 0.00 11.80 0.00 13.183840 96.34 96.75 0.41 0.00 2.712 0.000 1.356 0.000 18.20 0.00 24.68 0.003870 96.04 96.50 0.46 0.00 3.077 0.000 2.895 0.000 30.00 0.00 86.85 0.003900 95.34 96.25 0.91 0.00 6.702 0.000 4.890 0.000 30.00 0.00 146.70 0.003930 95.44 96.00 0.56 0.00 3.830 0.000 5.266 0.000 30.00 0.00 157.98 0.00

3955.85 95.78 95.78 0.00 0.00 0.000 0.000 1.915 0.000 25.85 0.00 49.50 0.003960 95.84 95.75 0.00 0.09 0.000 0.728 0.000 0.364 0.00 4.15 0.00 1.513990 95.77 95.50 0.00 0.27 0.000 2.233 0.000 1.481 0.00 30.00 0.00 44.43

4016.15 95.28 95.28 0.00 0.00 0.000 0.000 0.000 1.117 0.00 26.15 0.00 29.214020 95.21 95.25 0.04 0.00 0.242 0.000 0.121 0.000 3.85 0.00 0.47 0.004050 94.74 95.00 0.26 0.00 1.661 0.000 0.952 0.000 30.00 0.00 28.56 0.004080 94.35 94.75 0.40 0.00 2.640 0.000 2.151 0.000 30.00 0.00 64.53 0.004110 93.78 94.50 0.72 0.00 5.098 0.000 3.869 0.000 30.00 0.00 116.07 0.004140 93.60 94.25 0.65 0.00 4.534 0.000 4.816 0.000 30.00 0.00 144.48 0.004170 93.44 94.00 0.56 0.00 3.830 0.000 4.182 0.000 30.00 0.00 125.46 0.004200 93.17 93.75 0.58 0.00 3.985 0.000 3.908 0.000 30.00 0.00 117.24 0.004230 93.28 93.75 0.47 0.00 3.151 0.000 3.568 0.000 30.00 0.00 107.04 0.004260 93.37 93.75 0.38 0.00 2.497 0.000 2.824 0.000 30.00 0.00 84.72 0.004290 93.37 93.75 0.38 0.00 2.497 0.000 2.497 0.000 30.00 0.00 74.91 0.004320 93.20 93.75 0.55 0.00 3.754 0.000 3.126 0.000 30.00 0.00 93.78 0.004350 92.97 93.75 0.78 0.00 5.593 0.000 4.674 0.000 30.00 0.00 140.22 0.004380 92.81 93.75 0.94 0.00 6.965 0.000 6.279 0.000 30.00 0.00 188.37 0.004410 92.72 93.75 1.03 0.00 7.771 0.000 7.368 0.000 30.00 0.00 221.04 0.004440 92.70 93.75 1.05 0.00 7.954 0.000 7.863 0.000 30.00 0.00 235.89 0.004470 92.87 93.75 0.88 0.00 6.442 0.000 7.198 0.000 30.00 0.00 215.94 0.004500 93.41 93.75 0.34 0.00 2.213 0.000 4.328 0.000 30.00 0.00 129.84 0.004530 93.59 93.75 0.16 0.00 0.998 0.000 1.606 0.000 30.00 0.00 48.18 0.004550 93.73 93.75 0.02 0.00 0.121 0.000 0.560 0.000 20.00 0.00 11.20 0.00

3047.67 1502.33 14071.36 6872.44

Deputy Executive Engineer Executive Engineer Panchayat R. & B. Sub Division Panchayat {R. & B.}Division

Dhanera Palanpur

Name of Work :- Construction of Bhanjana Morthal Road, Km 0/00 to 4/550, Ta. Dhanera, Dist. Banaskantha.

Rate Analysis

Sr NoRef. to MoRTH Spec.

Description Unit Quantity Rate Rs Cost Rs

404 Water Bound Macadam404 Water Bound Macadam

Proviidng and laying W.B.M. of M.C. metal of size45 mm to 90 mm size including 0.27 Cu.M. Stonescreenning & 0.08 Cu.M. stone dust as fillerincluding spreading, watering & consolidaion byvibratory roller 80KN to 100KN static weight. 100 mm thick compactedRate Analysis

Unit = cum

1 Cost of B.T. Metal 45 to 90 mm size Cu.M. 1.210 1190.22 1440.17

2 Cost of Stone screennings Grit 13.2 mm size Cu.M. 0.270 1180.42 318.71

3 Cost of Stone dust Cu M 0 080 887 92 71 033 Cost of Stone dust Cu.M. 0.080 887.92 71.03

4 Spreading of metal Cu.M. 1.210 110.00 133.10{SOR P. No. 134 It. No. 26.20}

5 Spreading of Scrinning and dust Cu.M. 0.350 65.10 22.79{SOR P. No. 134 It. No. 26.23}

6 Consolidation of W.B.M. Cu.M. 1.000 69.00 69.00{SOR P. No. 149 It. No. 97}

7 Deduct Filling Measure boxes Cu.M. (1.210) 38.40 (46.46){SOR P. No. 142 It. No. 64}

2008.34

2008.00

Deputy Executive Engineer Executive Engineer

Panchayat R. & B. Sub. Division Panchayat R. & B. Division

Dhanera Palanpur

Name of Work :- Construction of Bhanjana Morthal Road, Km 0/00 to 4/550, Ta. Dhanera, Dist. Banaskantha.

Rate Analysis

Sr NoRef. to MoRTH Spec.

Description Unit Quantity Rate Rs Cost Rs

404 Water Bound Macadam404 Water Bound Macadam

Proviidng and laying W.B.M. of M.C. metal of size45 mm to 63 mm size including 0.12 Cu.M. Stonescreenning & 0.08 Cu.M. stone dust as fillerincluding spreading, watering & consolidaion byvibratory roller 80KN to 100KN static weight. 75 mm thick compacted each. Rate Analysis

Unit = cum

1 Cost of B.T. Metal 45 to 63 mm size Cu.M. 1.210 1190.22 1440.17

2 Cost of Stone screennings Grit 13.2 mm size Cu.M. 0.120 1180.42 141.65

3 Cost of Stone dust Cu M 0 080 887 92 71 033 Cost of Stone dust Cu.M. 0.080 887.92 71.03

4 Spreading of metal Cu.M. 1.210 110.00 133.10{SOR P. No. 134 It. No. 26.20}

5 Spreading of Scrinning and dust Cu.M. 0.200 65.10 13.02{SOR P. No. 134 It. No. 26.23}

6 Consolidation of W.B.M. Cu.M. 1.000 69.00 69.00{SOR P. No. 149 It. No. 97}

7 Deduct Filling Measure boxes Cu.M. (1.210) 38.40 (46.46){SOR P. No. 142 It. No. 64}

1821.51

1822.00



Dhanera Palanpur

Name of Work :-

Sr.No

Lead

1 2

1 Quarry

2 Average Lead Km. Km. Km. Km. Km. Km.

3 Basic Rate

4 Up to 5.0 Kms

5 Above 5.0 Kms 84 6.97 585.48 84 6.97 585.48 84 6.97 585.48 84 6.97 585.48 84 6.97 585.48 84 7.56 635.04

Total Rs. For WMM


Dhanera Palanpur

3 4 5 7 6 6


Rate Analysis for Various Materials WMM & WBM For 1Cum.

Metal 53 to 26.5

Metal 26.5 to 4.75 mm size

Gritt 5.60 to 11.204.75 to 13.20

WMM

Gritt 2.80 to 5.60 2.36 to 4.75

Stone Dust 0.09 to 2.80 mm0.075 to 2.36 mm

WMM

Metal 45 to 63 mm size

89 89 89 89 89 89

Average Average Average Average Average Average

1162.92 1195.42 1180.42 1195.42 887.92 1190.22

152.44 152.44 152.44 152.44 152.44 165.18

425.00550+365

2520+365

2550+365

2150.00 390.00

Name of Work :-

Sr.No

Lead

1 2

1 Quarry

2 Average Lead Km. Km. Km. Km. Km.

3 Basic Rate

4 Up to 5.0 Kms

5 Above 5.0 Kms 86 9.36 804.96 73 6.97 508.81 86 9.36 804.96 84 7.56 635.04

Total Rs.

Add for Spreading of quarry spalls Add for Rolling of quarry spalls TOTAL RATE


Dhanera Palanpur


Rate Analysis for Various Materials : 2 For 1Cum.

Un screened Gravel

Murrum Quarry Spalls Sand 63 mm to 45 mm

Deesa Local Panthwada Deesa Average

7 4 5 7 4

180.00 85.00 120.00 230.00 390.00

91 5 78 91 89

1137.40 237.44 781.25 1187.40 1190.22

152.44 152.44 152.44 152.44 165.18

318.34 862.15 1268.30

65.10 65.10 65.1015.80 15.80 15.80

Name of Work :-

tem No. 1

Lead :- B.T. Chips Km.Asphalt Km.

Sr. No.

Qty.

1 0.495

2 0.0990

3 0.0660

0.66 …(1)

Conveyance Charges Total Lead of Stone Chips Km.Deduct Free Lead Km.

Net Effective Lead Km.

x /Cu.M. Total /Cu.M.

Conveyance Charges for 0.66 Cu.M. Aggregates

0.66 x = …(2)

Rs.515.78

515.78 340.41

15.00074.000

74.00 6.97 Rs.515.78

Total 323.48

89.000

6 mm to 10 mm size 10%

1/2(365+520) Cu.M. 29.20

10mm to 20 mm size 15%

535.00 Cu.M. 52.97

Average 89.000Koyali 343.000

(A) Cost of Stone Chips:-

Item Rate Per Amount

25mm to 40 mm size 75%

1/2(425+550) Cu.M. 241.31


Rate Analysis

Providing and laying bituminous grout base course 37.5 mm thick using asphalt Grade VG-30 for tackcoat at the rate of 2.50 Kg. / 10 Sq.Mt. on BT surface & 4 Kg. / 10 Sq.Mt. on WBM surfaceusing B.T.stone aggregates as per required gradation with the asphalt of VG-30 grade at the rate of 1.99 % i.e.19.90 Kg. / M.T. by weight by mix including heating and mixing in drum mix plant, transporting the mixspreading the same by paver finisher and consolidation by vibratory roller including cost of all materials,fuel labours, tools and plant etc. using contractors own drum mix plant etc. complete. {R.A.}

Material Quarry Lead

Total Cost of Aggregates 0.66 Cu.M. (1) + (2)

Cost of Aggregates for 1 M.T. Mix

x = …..(A)

Total Lead from Koyali to worksite Km.

Basic Rate at Refinery site

Conveyance Charges upto 5 Km.{SOR P. No. 228 It. No. 3.2.09)

Above 5 Km. x 5.72

(1) Asphalt for Tack Coat Tack Coat WBM Surface 4.0 Kg. / 10 Sq.Mt.

x 4 =BT Surface 2.5 Kg. / 10 Sq.Mt.

x 2.5 =Total

Total Qty of BUSGAsphalt required per M.T. = Kg. / M.T.

Asphalt for Mixing @ 19.90 Kg. / M.T.

Cost of Asphalt x = …..(B)

(C) Cost of Labour :- {S.O.R. P. No. 138 I. No.36.0.0 } …..(C)

Total Cost per 1 M.T. = (A) + (B) + (C) = / M.T.

Deputy Executive Engineer Executive Engineer Panchayat R. & B. Sub. Division Panchayat {R. & B.}Division

Dhanera Palanpur

40211.62 25.23 1014.541000

468.00

2133.21

40211.62

5.3319.9025.23

1288.000

338.000 1933.36

663.89

663.89 (1000-19.90) 650.671000.00

343.000

37996.37

281.89

17162.500 6865.00

0.000 0.006865.00

Name of Work :-

Item No.


Sr. No. Qty.1 0.440

2 0.220

0.66 …(1)

Conveyance Charges Total Lead of Stone Chips Km.Deduct Free Lead Km.


x /Cu.M. Total /Cu.M.


0.66 x = …(2)

117.70

359.70Total

12 to 10 mm 535.00 Cu.M.


Rate Analysis

Providing and laying bitumen carpet 25mm thick compacted using asphalt VG-30 fortack coat @ 2.5 Kg / 10 Sq mt & for mixing @ rate 33.60 Kg. / M.T. of mix by hot mix,hot laid process including heating the asphalt and aggregate by continuous batchingcrum mix plant and transporting the mixed material by tripper trucks and spreading thesame by paver finisher and consolidation by vibratory roller of 80 to 100 KN staticweight with necessary equipment, oil, kerosene, fire wood, labour charges etc. comp.with Contractor’s own machineries including cost of asphalt and aggregate{R.A.}

Material Quarry Lead

Amount20 to 12 mm 550.00 Cu.M. 242.00

Average 89.000Koyali 343.000


Item Rate Per

89.00015.00074.000

74.00 6.97 Rs.515.78Rs.515.78

515.78 340.41

Total Cost of Aggregates 0.66 Cu.M. (1) + (2) = :-


x = …..(A)




Above 5 Km. x 5.72

(1) Asphalt for Tack Coat

BT Surface 2.5 Kg. / 10 Sq.Mt. x 4 =

TotalTotal Qty of B.M.

Asphalt required per M.T. = Kg. / M.T.

(2) Asphalt for Mixing @ 33.60 Kg. / M.T.Total Qty. of Asphalt for 1 M.T. mix





Dhanera Palanpur

41.21

40211.62 41.21 1657.12

37996.37

Rs.281.89

338.000 1933.3640211.62

33.60

17162.500 6865.0006865.000902.000

7.61

1000

468.00

2801.70

343.000

1000.00

(B) Cost of Asphalt :-

700.11

700.11 (1000-33.60) 676.58

Name of Work :-

Item No.


Sr. No. Qty.1 0.620

2 0.040

0.66 …(1)

Conveyance Charges

Total Lead of Stone Chips Km.Deduct Free Lead Km.


x /Cu.M. Total /Cu.M. …(2)


0.66 x = …(2)

Total Cost of Aggregates 0.66 Cu.M. (1) + (2) = :-

515.78 340.41

572.71

74.000

74.00 6.97 Rs.515.78Rs.515.78

Total 232.30

89.00015.000

Stone dust 150.00 Cu.M. 6.00


Item Rate Per Amount6 to 10 mm grit 365.00 Cu.M. 226.30

Material Quarry LeadAverage 89.000

Koyali 343.000


Rate Analysis

Providing and laying premix seal coat using B.T. chips ( 6 to 10mm size) 0.18 Cu.M. /10 Sq.mt. i.e. 0.66 Cu.M. aggregate / 1 M.T. mix and asphalt grade VG-30 at the rateof 4.50% of mix i.e. 45.00 Kg. / M.T. including heating the asphalt and aggregate bycontinuous batching drum mix plant, transporting the mixed material by tripper trucksand spreading the same by paver finisher and consolidation by vibratory roller of 80 to100 KN static weight including providing equipment, tools and plant, firewood, lubricant,kerosene, oil, labour charges using contractor’s own machineries drum mix plant andpaver finisher.{R.A.}


x = …..(A)




Above 5 Km. x

(1) Asphalt for Mixing @ 45 Kg. / M.T.





Dhanera Palanpur

2824.46

45.00

40211.62 45.00 1809.521000

468.00

281.89

338.000 5.72 1933.3640211.62

45.00

(B) Cost of Asphalt :-343.000

37996.37

572.71 (1000-45.00) 546.941000.00

Name of Work :-

Rate Analysis Item No.

Sr. No. Particular Qty. Rate Per Amount1 Rate of CC 1:4:8 using hand

Broken Stone agg {SOR P. No. 28 It. No. 5.3.3}

1.00 2549.00 Cu.M. 2549.00

2 DeductCost of Hand Broken Stone aggregate 40 mm size {SOR P. No. 132 It. No. 26.50}

0.90 270.00 Cu.M. -243.00

3 Add Cost of Crushed Stone aggregate 40 mm size {SOR P. No. 132 It. No. 26.70}

0.90 425.00 Cu.M. 382.50

TOTAL Rate 2688.50

Deputy Executive Engineer Executive EngineerPanch {R.& B.} Sub Division Panch {R.& B.} Division

Dhanera Palanpur


Providing and laying cement concrete 1:4:8: (1 cement :4 Coarse sand :8 crushed stone aggregate 40 mm. nominal size) and curing complete excluding the cost of form work in

Name of work

ABSTRACTSub Estimate No. 2 C.D. works : 2 Row 900 mm dia Ch 15, 600, 1200, 2250, 2430 & 2490

Sr. No.

Quantity Unit Item Rate Total Rate Per Amount

1 2 3 4 5 7 8 9

1 42.00 Cu.M. Excavation for foundation upto 1.5 M.depth including sorting out andstacking of useful materials anddisposing of excavated stuff up to 50M.lead.(a) Loose or soft soil{S.O.R. P. No. 24 It. No. 7.0.0}

83.00 83.83 Cu.M. 3520.86

2 22.80 Cu.M. Providing and laying C.C. 1:4:8 ( 1cement : 4 coarse sand : 8 crushedstone aggregate 40 mm nominal size)and curing complete in foundation andplinth.{R.A.}

2688.50 2715.39 Cu.M. 61910.89

3 27.00 Cu.M. Providing and casting in situ ordinarycement concrete M150 mix andproviding necessary pin headersincluding shuttering, scaffolding,laying vibrating curing and finishingcomplete without V Grooves. (A) Height from 0.0 mt. to 5.00 mt.{S.O.R. P. No. 198 It. No. 53 }Cement Diff. + 2 x 290 = 580.00 }

4039.00 4079.39 Cu.M. 110143.53

4 20 Rmt. Supplying and fixing reinforcedconcrete heavy duty non-pressurepipes with collars for culverts includingsetting and joining the pipes in cm. 1:2watering and laying (to level or slops)of I.S. Class NP 3 of following internaldiameters.900mm dia {SOR P. No. 146 It. No. 26.105}

2984.00 3013.84 Rmt. 60,276.80

5 125.00 Kg. Providing H.Y.S.D. bar reinforcementfor R.C.C. work including vendingbinding and placing in positioncomplete up to floor two level.{SOR P. No. 30 It. No. 5.4.11}

51.00 51.51 Kg. 6438.75


Sr. No.


1 2 3 4 5 7 8 9

6 1.00 No. Providing and fixing 20 cm. X 15 cm. X2.5 thick year plate of marble stone setin cm. 1:4 including finishing andengraving letters etc. complete.{SOR P. No. 145 It. No.85}

401.00 405.01 No. 405.01

Total 0.00 242695.84


Panchayat R. & B. Sub. Division Panchayat {R. & B.}Division

Dhanera Palanpur

Name of Work :-

Item No. 1

Head Walls2 x 8.80 x 1.50 x 1.20 = 31.68 Cu.M.

1 x 3.00 x 7.50 x 0.45 = 10.13 Cu.M.

Total 41.81 Cu.M.


2 x 8.80 x 1.50 x 0.15 = 3.96 Cu.M.

Around Pipe 1 x 3.00 x 8.60 x 1.50 = 38.70 Cu.M.

Total 42.66 Cu.M.Deduct :-

For Pipe 1 x 2 x 0.785 x (1.10)2 x 10.50 = 19.94 Cu.M.

Net 22.72 Cu.M.


2 x 8.50 0.45 + 1.20 x 1.75 = 24.54 Cu.M.

2

2 x 8.50 x 0.45 x 0.60 = 4.59 Cu.M.

Total 29.13 Cu.M.

Deduct :-

For Pipe 2 x 2 x 0.785 x (1.10)2 x 0.69 = 2.62 Cu.M.

26.51 Cu.M.

Total 27.00 Cu.M.

Item No. 4

2.00 x 10.00 = 20.00

Total 20.00 Rmt.

Say 20.00 Rmt.

Providing and casting in situ ordinary cement concrete M150 mix and providingnecessary pin headers including shuttering, scaffolding, laying vibrating curing andfinishing complete without V Grooves. (A) Height from 0 0 mt to 5 00 mt

Net

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars forculverts including setting and joining the pipes in cm. 1:2 watering and laying (to levelor slops) of I.S. Class NP 3 of following internal diameters.900mm dia {SOR P No 146 It No 26 105}

Providing and laying C.C. 1:4:8 ( 1 cement : 4 coarse sand : 8 crushed stoneaggregate 40 mm nominal size) and curing complete in foundation and plinth.{R.A.}


MEASUREMENT SHEETExcavation for foundation upto 1.5 M. depth including sorting out and stacking of usefulmaterials and disposing of excavated stuff up to 50M. lead.(a) Loose or soft soil{S O R P N 24 It N 7 0 0}

Below Pipe

Item No. 5

Temp. reinforcement

Kg. / Sq.mt.

2 x 8.50 x 2.35 x 3.12 = 124.64 Kg.

Total 124.64 Kg.

Say 125.00 Kg.Item No. 6

Total 1.00 No.

Say 1.00 No.

Providing and fixing 20 cm. X 15 cm. X 2.5 thick year plate of marble stone set in cm.1:4 including finishing and engraving letters etc. complete.{SOR P No 145 It No 85}

Providing H.Y.S.D. bar reinforcement for R.C.C. work including vending binding andplacing in position complete up to floor two level.{SOR P N 30 I N 5 4 11}

Name of work

ABSTRACTSub Estimate No. 3 C.D. works : 4 Row 900 mm dia Ch 4440

Sr. No.


1 2 3 4 5 7 8 9

1 63.00 Cu.M. Excavation for foundation upto 1.5 M.depth including sorting out andstacking of useful materials anddisposing of excavated stuff up to 50M.lead.(a) Loose or soft soil{S.O.R. P. No. 24 It. No. 7.0.0}

83.00 83.83 Cu.M. 5281.29


2688.50 2715.39 Cu.M. 120563.31

3 35.00 Cu.M. Providing and casting in situ ordinarycement concrete M150 mix andproviding necessary pin headersincluding shuttering, scaffolding,laying vibrating curing and finishingcomplete without V Grooves. (A) Height from 0.0 mt. to 5.00 mt.{S.O.R. P. No. 198 It. No. 53 }Cement Diff. + 2 x 290 = 580.00 }

4039.00 4079.39 Cu.M. 142778.65

4 40 Rmt. Supplying and fixing reinforcedconcrete heavy duty non-pressurepipes with collars for culverts includingsetting and joining the pipes in cm. 1:2watering and laying (to level or slops)of I.S. Class NP 3 of following internaldiameters.900mm dia {SOR P. No. 146 It. No. 26.105}

2984.00 3013.84 Rmt. 1,20,553.60

5 169.00 Kg. Providing H.Y.S.D. bar reinforcementfor R.C.C. work including vendingbinding and placing in positioncomplete up to floor two level.{SOR P. No. 30 It. No. 5.4.11}

51.00 51.51 Kg. 8705.19


Sr. No.


1 2 3 4 5 7 8 9

6 1.00 No. Providing and fixing 20 cm. X 15 cm. X2.5 thick year plate of marble stone setin cm. 1:4 including finishing andengraving letters etc. complete.{SOR P. No. 145 It. No.85}

401.00 405.01 No. 405.01

Total 0.00 398287.05


Panchayat R. & B. Sub. Division Panchayat {R. & B.}Division

Dhanera Palanpur

Name of Work :-

Item No. 1

Head Walls2 x 11.80 x 1.50 x 1.20 = 42.48 Cu.M.

1 x 6.00 x 7.50 x 0.45 = 20.25 Cu.M.

Total 62.73 Cu.M.


2 x 11.80 x 1.50 x 0.15 = 5.31 Cu.M.

Around Pipe 1 x 6.00 x 7.50 x 1.50 = 67.50 Cu.M.

Total 72.81 Cu.M.Deduct :-

For Pipe 1 x 4 x 0.785 x (1.10)2 x 7.50 = 28.49 Cu.M.

Net 44.32 Cu.M.


2 x 11.50 0.45 + 1.20 x 1.75 = 33.20 Cu.M.

2

2 x 11.50 x 0.45 x 0.60 = 6.21 Cu.M.

Total 39.41 Cu.M.

Deduct :-

For Pipe 2 x 4 x 0.785 x (1.10)2 x 0.69 = 5.24 Cu.M.

34.17 Cu.M.

Total 35.00 Cu.M.

Item No. 4

4.00 x 10.00 = 40.00

Total 40.00 Rmt.

Say 40.00 Rmt.

Providing and casting in situ ordinary cement concrete M150 mix and providingnecessary pin headers including shuttering, scaffolding, laying vibrating curing andfinishing complete without V Grooves. (A) Height from 0 0 mt to 5 00 mt

Net

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars forculverts including setting and joining the pipes in cm. 1:2 watering and laying (to levelor slops) of I.S. Class NP 3 of following internal diameters.900mm dia {SOR P No 146 It No 26 105}


MEASUREMENT SHEETExcavation for foundation upto 1.5 M. depth including sorting out and stacking of usefulmaterials and disposing of excavated stuff up to 50M. lead.(a) Loose or soft soil{S O R P N 24 It N 7 0 0}

Below Pipe

Providing and laying C.C. 1:4:8 ( 1 cement : 4 coarse sand : 8 crushed stoneaggregate 40 mm nominal size) and curing complete in foundation and plinth.{R.A.}

Item No. 5

Temp. reinforcement

Kg. / Sq.mt.

2 x 11.50 x 2.35 x 3.12 = 168.64 Kg.

Total 168.64 Kg.

Say 169.00 Kg.Item No. 6

Total 1.00 No.

Say 1.00 No.

Providing H.Y.S.D. bar reinforcement for R.C.C. work including vending binding andplacing in position complete up to floor two level.{SOR P N 30 I N 5 4 11}

Providing and fixing 20 cm. X 15 cm. X 2.5 thick year plate of marble stone set in cm.1:4 including finishing and engraving letters etc. complete.{SOR P No 145 It No 85}

Name of work

ABSTRACT

Sub Estiamte No. 4 Protection WallsSr. No.


cess

Per Amount

1 2 3 4 5 6 7 8

1 766.00 Cu.M. Excavation for foundation upto 1.5 M.depth including sorting out and stackingof useful materials and disposing ofexcavated stuff up to 50M. lead.(a) Loose or soft soil{S.O.R. P. No. 24 It. No. 1.0.0}

83.00 83.83 Cu.M. 64213.78


2688.50 2715.39 Cu.M. 260677.44

3 438.00 Cu.M. Providing and casting in situ ordinarycement concrete M 150 for head wallincluding necessary formwork, vibrating,curing and finishing completed.{SOR. It. No. 5.3.14 P. No.28} + CementCons Diff 2 x 290 = 3450 + 580 =4030.00

4030.00 4070.30 Cu.M. 1782791.40

4 8755.00 Kg. Providing H.Y.S.D. bar reinforcement forR.C.C. work including vending bindingand placing in position complete up tofloor two level.{SOR P. No. 30 It. No. 5.4.11}

51.00 51.51 Kg. 450970.05

5 552.00 No. Providing and laying weep hole inabutment and returning by using A.C.pipes of 100 mm. Diameter includinglaying in proper grade and joining etc.comp as per detailed specifications.{SOR. It. No. 50 (A) P. No.197}

150.00 151.50 No. 83628.00

6 236.00 Cu.M. Providing and laying filter media 300mm. Thick as directed at the back ofabutments returns and wing walls as perdetailed specifications.{SOR. It. No. 4 P. No.190}

704.00 711.04 Cu.M. 167805.44

Total 2810086.11



Dhanera Palanpur


Name of Work :-

Item No. 1

Both 1 x 30.00 = 30.00

Right 1 x 30.00 = 30.00

Left 1 x 30.00 = 30.00

Left 1 x 30.00 = 30.00

Left 1 x 200.00 = 200.00

Left 1 x 25.00 = 25.00TOTAL 345.00

1 x 345.00 x 1.85 x 1.20 = 765.90Total 765.90

Say 766.00 Cu.M.

Item No. 2

1 x 345.00 x 1.85 x 0.15 = 95.73

Total 95.73


1 x 345.00 x 1.55 x 0.25 = 133.68 Cu.M.

1 x 345.00 x 0.30 + 0.45 x 2.35 = 304.03 Cu.M.

2

Total 437.71


Kg. / Rmt.

Hor. (2.35m - Inner) 1 x 16 x 345.00 x 0.39 = 2152.80Hor. (2.50m - outer) 1 x 16 x 345.00 x 0.39 = 2152.80

Ver.(Inner) 1 x 2300 x 2.30 x 0.39 = 2063.10Ver.(Outer) 1 x 2300 x 2.45 x 0.39 = 2197.65

Top 1 x 2300 x 0.20 x 0.39 = 179.40Lap 1 x 59 x 0.40 x 0.39 = 9.20

Total 8754.95

Say 8755.00 Kg.

2220 to 24203300 to 3325

Providing and laying C.C. 1:4:8 ( 1 cement : 4 coarse sand : 8 crushed stone aggregate 40 mm nominalsize) and curing complete in foundation and plinth.{R.A.}

Providing and casting in situ ordinary cement concrete M 150 for head wall including necessaryformwork, vibrating, curing and finishing completed.{SOR. It. No. 5.3.14 P. No.28} + Cement Cons Diff 2 x 290 = 3450 + 580 = 4030.00

Providing H.Y.S.D. bar reinforcement for R.C.C. work including vending binding and placing in positioncomplete up to floor two level.{SOR P. No. 30 It. No. 5.4.11}

1440 to 14701710 to 17401830 to 1860


MEASUREMENT SHEETExcavation for foundation upto 1.5 M. depth including sorting out and stacking of useful materials anddisposing of excavated stuff up to 50M. lead.(a) Loose or soft soil

1200 to 1230

Item No. 5

No. / Sq.Mt.

1 x 345.00 x 1.60 x 1.00 = 552.00

Total 552.00

Say 552.00 No.

Item No. 6

1 x 345.00 x 2.28 x 0.30 = 235.98

Total 235.98 Cu.M.

Say 236.00 Cu.M.

Providing and laying filter media 300 mm. Thick as directed at the back of abutments returns and wingwalls as per detailed specifications.{SOR. It. No. 4 P. No.190}

Providing and laying weep hole in abutment and returning by using A.C. pipes of 100 mm. Diameterincluding laying in proper grade and joining etc. comp as per detailed specifications.{SOR. It. No. 50 (A) P. No.197}

Name of Work :-

(A) Lead

1 100.000

100.000 Km.

1 78.000

78.000 Km.89.00089.000 Km.

(B)

1 252.0002 26.0003 65.000

343.000343.000 Km.

(C)

1 91.000

91.00091.000 Km.

Deputy Executive EngineerPanchayat R. & B. Sub. Division

Dhanera

TotalSay

TotalSay


LEAD CALCULATION

Kapachi/ Gritt / M/C Metal Quarry ChitrasaniChitrasani to Avg Worksite

Un Screened Gravel Banas RiverAverage worksite

Asphalt

Total

Say

Refinery Koyali Koyali to PalanpurPalanpur to DeesaDeesa to Avg Worksite

TotalAverage Lead

Quarry PanthawadaPantahwada to Worksite

Name of Work:-

Deputy Executive EngineerPanchayat R. & B. Sub. Division

Dhanera


CertificateThis is to certify that the quarry for

Standard size metal / Kapachi / Gritt mentioned inthe estimate is from Panthawada & Chitrasani perGovt. Letter No. S / 2005 / 1194 / D dated07/07/2005.

I have inspected the above quarry andfound that sufficient material is available for thework. For crushed stone aggregates fromPanthawada quarry which is at 78 Km. lead butsufficient quantity of material may not available fromthe quarry. Other nearest quarry is Chitrasani whichis at 100 Km. lead, hence an average lead 89 Km isconsidered in the estimate.

Quarry spalls is proposed fromPanthawada and lead 78 km. is taken

Asphalt is is proposed from Koyali Refineryand lead 343 km. is taken

Name of Work:-

Deputy Executive EngineerPanch. {R. & B.} Sub Division

Dhanera

This is to certify that I have personally visited theJorapura Dhakha Road of Ta. Dhanera The lengthof road and carriageway width are verified by meand found as proposed.


Certificate

Name of work:- Construction of Bhanjana Morthal Road, Km 0/00 to 4/550, Ta. Dhanera, Dist. Banaskantha.

INDEX MAP OFBANASKANTHA

DISTRICTScale 1CM : 5.000 kM. N

REFERENCES1 . National Highway2. State Highway3. M.D.R.4 O.D.R.5 V.R.6. Bridges :7. Proposed Road.

Deputy Executive EngineerR. & B. (P) Sub Division

Dhanera

Executive EngineerR. & B. (P.) Division

Palanpur

Name of work:-

1 89.000 Km.

2 343.000 Km.Asphalt


Kapachi/ Gritt / M/C Metal

Chitrasani to Road sitePanthawada to Road site

A'bad to Chitrasani to worksite

THE LEAD FOR VARIOUS ROADS IN BANASKANTHA DISTRICT

{Not To Scale }Sr. REFERENCES SHOWNNo. THUS1. Quarry for B.T. Kapachi,

Grit Metal, Quarry Spall 2. Quarry for Other Than

B.T. Metal, Rubble 3. Coarse sand

Deputy Executive EngineerR. & B. (P) Sub Division

Dhanera

KHEDUKA

Banas River

Koyali Refinary Baroda

Executive EngineerR. & B. {P} Division

Palanpur

bhanjana morthal road

Documents

division panchayat

proposed works

sub estimate

sub head

road logo

protection works

building division

jilla panchayat