INDEX

TOPIC Page No.

CHAPTER – 1 1. INTRODUCTION 1-19

1. Location 1

2. General Features of Watershed 2

3. Present Status of Land Use & Rain Water Storage 2-5

Table No. 1.3.1 Basic Project Information 3

Table No. 1.3.2 Area Covered by Gram Panchayat. 4

Table No. 1.3.3 Rain Water Storage 5

4. Soil Erosion 6

Table No. 1.4.1 Erosion Status in Project Area 6

5. Socio Economic Status 7-8

Table No. 1.5.1 Village wise Socio Economic Status 7

Table No. 1.5.2. Land Holding Pattern Project Area 8

INDEX

TOPIC Page No.

6. Problem & Scope of Improvement 9-12

1.6.1 Occupation 9

1.6.2 Land 10

1.6.3 Crop 10

1.6.4 Live Stock 11

1.6.5 Water 11-12

7. Objectives 12

8. Institutional Arrangements 13-19

1.8.1 State Level Nodel Agengy (SLNA) 13

1.8.2 District Watershed Development Unit (DWDU) 14

1.8.3 Project Implemation Agency (PIA) 14

1.8.4 Watershed Development Team (WDT) 15

1.8.5 Watershed Committee, 15

1.8.5.1 Watershed Committee Gram Panchayat Chandipur 16

INDEX

TOPIC Page No.

1.8.5.2 Watershed Committee Gram Panchayat Jawar 17

1.8.5.3 Watershed Committee Gram Panchayat Kherkhera 18

1.8.5.4 Watershed Committee Gram Panchayat Shorti 19

CHAPTER -2 2. BASIC FEATURES 20-60

2.1 Basic Features 20

2.2. Agriculture Status 21-34

Table 2.2 .1 Crop Productivity 21-22

Table 2.2.2 Net Sowing Area 23

Graph

2.2.2.1 Kharif Crop 24

2.2.2.2 Rabi Crop 25

INDEX

TOPIC Page No.

2.2.3 Village wise Micro / Macro information 26-27

2.2.4 Comparative Study of Agriculture Productivity for Various Crops 28-34

2.2.4.1 Graph Soybean Productivity 28

2.2.4.2 Graph Maize Productivity 29

2.2.4.3 Graph JWAR Productivity 30

2.2.4.4 Graph Wheat Productivity 31

2.2.4.5 Graph Coriander Productivity 32

2.2.4.6 Graph Mustered Productivity 33

2.2.4.6 Graph Gram Productivity 34

2.3 Horticultural Status & Fuel Availability 35

Table 2.3.1 Village wise Availability of Fodder 35

2.4 Live Stock Status 36-37

Table 2.4.1 Village wise Live Stock Status 36

Table 2.4.2 Village wise Availability of Fodder 37

INDEX

TOPIC Page No.

2.5 Demo Graphy 38-40

2.5.1 Activity wise Social Status 38

2.6 Other Infrastructure Facilities 41-43

2.7 MG NAREGA Status 44-45

Table 2.7.1 Activities taken 44

Table 2.7.2 MG NAREGA Family Details 45

2.8 Development Indicator 46

2.9 Land Holding Details of SF, MF, SC, ST & Others 47

CHAPTER – 2 (PART – II) 2.II TECHNICAL FEATURES 48-56

2.II.1 Revenue Map Available with PIA 48

2.II.2 Topo Maps 48

INDEX

TOPIC Page No.

2.II.3 Ground water Status 48

2.II.4 Table - Slope Details 49

2.II.5 Available Surface Run Off 50-51

Table 2.II.5.1 Run Off Based on Average Rain fall 50

Table 2.II.5.2 Balance Available Run Off 51

2.II.6 Soil Map & Soil Details 52

2.II.7 Climate & Hydrological Information 53-55

2.II.8 Erosion Status 56

CHAPTER – 2 (PART – III)

2.III Problems, demand & Scope for Comprehensive area development 57-60

2.III.1 NRM 57

INDEX

TOPIC Page No.

2.III.2 Agriculture & Horticulture Productivity gap Analysis 58

2.III.3 Live Stock Gap Fodder Availability 59

2.III.4 Livelihood 60

CHAPTER – 3 3 PROPOSED DEVELOPMENT PLAN 61-68

3.1 Table - Preparatory phase activities capacity building trainings & EPA 61

3.2 Table - Natural resource management (NRM) 62

3.3 Table - Production System and micro enterprises 63

3.4 Table – Consolidation Phase 64

3.4 Livelihood Activities Particularly for accet less persons 65-67

3.4.1 Table - SHG Groups 65-66

3.4.2 Table - Existing SHG Groups 67

3.5 AGRI LAND 68

INDEX

TOPIC Page No.

CHAPTER - 4 4 ESTIMATE 69-136 4.1 Construction of Earthen Check dam 100m 69

4.2 Construction of Bunding (Madebandi) 70

4.3 Construction L.S.C.D 71

4.4 Estimate of Farm Pond 72

4.5 Diversion channel 73

4.6 Talai with waste weir 74

4.7 Construction L.S.C.D (Non) 75

4.8 Estimate of Bank Stabilization 76-77

4.9 Estimate of Retaining Wall 78-79

4.10 Estimate of Anicuts, 10,15,20,25 mtrs 80-129

4.11 Estimate of Pasture Development 131-134

4.12 Vermy Compost 135-136

INDEX

TOPIC Page No.

CHAPTER - 5 5 Activity wise Total Abstract of Cost 137

CHAPTER - 6 6 ANNUAL ACTION PLAN 138-140

A Table - Preparatory phase activities capacity building trainings & EPA 138

B Table - Natural resource management (NRM) 138

C Table - Production System and micro enterprises 139

D Table – Consolidation Phase 139

E Table – Conversance with Narega 140

INDEX

TOPIC Page No.

CHAPTER - 7 7 PROJECT OUT COMES 141-143

7.1 Graph – Run Off Tapped 141

7.2 Graph – Increasing of Water Level 141

7.3 Graph – Horticulture 142

7.4 Graph – Live Stock 143

7.5 Graph – Average Income Family 143

CHAPTER - 8 8- Details of Entry Point Activity 144

9- APPROVAL OF DPR BY GP,& V.A.P.S.MANOHARTHANA

10. APPROVAL OF DPR BY ZILA PARISHAD

69

CHAPTER - 4Estimate no. 01

Name of Work - Construction of Earthen Checkdame Cost per 100mtr lengthS.No Particulars No Length

1 Dag Belling 5 Cm to 7.5 Cm 2 100.00 200.00 0.33 66.00

2 1 100.00 2.40 1.20 288.00 85.00 24480.00

3 Seeding of Ratan Jot on the Bund 3 100.00 0.00 0.00 300.00 0.59 177.00

4 Overseding of Grass stylo Ameta 3 100.00 0.00 0.00 300.00 0.59 177.00

5 Cost of Ratan Jot Seed (0.2 Kg/100 Mtr.) 0 0.00 0.00 0.00 0.60 26.00 15.60

6 Cost of Stylo Ameta Seed 0 0.00 0.00 0.00 0.60 30.00 18.00

Sub Total 24933.60Add 3 % Contigency 748.00

Total 25681.60Say 25700.00

Name of Work - Construction of Earthen Checkdame

0.60mtr

1:1.51.20 Mtr

4.8 mtr X Sectional Digram

Width, m

Height, m

Quantity M3

Rate * Rs. Per M3

Amount Rs

Eathwork excavetion in hard Soil with compation in 15 Cm layera etc.

70

Estimate no. 02Name of Work - Construction of Field bunding on Arable Land S.No Particulars No Length Width, m Height, m

1 Dag Belling 5 Cm to 7.5 Cm 2 100.00 200.00 0.33 66.00

2 1 100.00 1.43 0.75 106.88 85.00 9084.38

3 Seeding of Ratan Jot on the Bund 3 100.00 0.00 0.00 300.00 0.59 177.00

4 Overseding of Grass stylo Ameta 3 100.00 0.00 0.00 300.00 0.59 177.00

5 Cost of Ratan Jot Seed (0.2 Kg/100 Mtr.) 0 0.00 0.00 0.00 0.60 26.00 15.60

6 Cost of Stylo Ameta Seed 0 0.00 0.00 0.00 0.60 30.00 18.00

Sub Total 9537.98Add 3 % Contigency 286.14

Total 9824.12Say 9800.00

Name of Work - Construction of Madebandi on Arable Land 0.30Mt

1:1.50.75 Mtr

2.55 MtrX Sectional Digram

Quantity M3

Rate * Rs. Per M3

Amount Rs

Eathwork excavetion in hard Soil with compation in 15 Cm layera etc.

71

Estimate no. 03Name of Work - Construction of Loose stone Checkdam (Arable)S.No Particulars No Length Width, m Height, m Quantity Rate Unit

1 1 10.00 1.80 0.30 5.40 92.00 cum 496.80

2 Dry Stone mesonery in Foundation & upto Plinth 1 10.00 1.80 0.30 5.40

1 10.00 1.20 0.30 3.60

1 10.00 0.90 0.30 2.70

11.70 970.00 cum 11349.00

Sub Total 11845.80Add 3% Contigency 355.37

Total 12201.17Say 12200.00

Amount Rs

Earthwork excavetion in hard Soil with compation in 15 Cm layera etc.

72

Estimate no. 04IWMP Jhalawar-I P.S. Manoharthana

EstimateName of Work - Construction of Farm Pond in Arable Land

(Top - 18.0 m x 18.0m, Bottam - 8.0mx8.0m, Depth - 3m Side Slope 3:1)

S.No Particulars No Length Width, m Height, m Quantity M3

1 13.00 13.00 3.00 507.00 92.00 46644.00

Add extra for lift 1.5 m to 3.0 m 1 9.00 9.00 1.50 121.50 11.00 1336.50

For trench at bottam edge 4 8.10 8.10 0.30 19.68 92.00 1810.84

Anchoring trench 4 20.00 0.30 0.40 2.40 92.00 220.80

2 4 8.10 0.30 0.10 0.24 2157.00 524.15

3 R/R masonry in 1:6 cement sand mortar 4 8.10 0.30 0.40 0.97 1570.00 1526.04

4 P/F Dry stone pitching as per specification sides 4 13.00 6.50 0.20 16.90 839.00 14179.10

5 Pointing in 1:3 cement sand mortar sides 4 13.00 13.00 169.00 49.80 8416.20

Sub Total 74657.63

Adding the cost of plastic film 9000

Adding for inlet structure 5000.00

Total 88657.63

3% Containgency Charge 2659.73

Total 91317.36

Say 91000

Rate * Rs. Per M3

Amount Rs

Earthwork in excavation in foundation and trenches with initial lead of 30 m & lift of 1.5 m

P/L cement concrete 1:3:6 in foundation and plinth 20mm size

73

ESTIMATE No. 05

NAME OF WORK: CONSTRUCTION OF DIVERSION CHANNEL CUM BUND

S.no. Item Quantity Unit Rate Amount1 1.8 Cum 85 153.00

2 Sowing of seed on bunds 5 Rm 0.38 1.90

3 Grass seed

Dhaman/Stylohemata 0.01 LS 30 0.30

Sub Total 155.20

4 Contingency @ 3 % 4.66

Grand Total 155.20

Say 155.00

Earth work in hard soil for construction of bund including ramming compaction and dressing up to the lead of 50m and lift 1.5 m

1.50+0.9/02*1.5

74

ESTIMATE No. 06

Name of work :Construction of new talai with wasteweir

A Earthwork in excavation in hard soil for bund with initial lead&lift Length 100 TW 2

ITEM Detail Unit RATE Amount

Length Top Width Bottom width Ht/Depth Qty

1 Excavation of earth 100 2.00 11.00 3.00 1950.00 cum 85.00 165750.00

2 Lift (50%) 1 975.00 cum 11.00 10725.00

3 Lead (50%) 1 487.50 cum 33.75 16453.13

Total 192928.13

Total A 192928.13

B Construction of west weir at sideITEM Detail Qty. Unit RATE Amount

No. L B Ht/Depth

1 Head wall1 10.00 0.90 2.00 18.00

Sidewall 2 4.50 0.60 2.00 10.80

Wingwall 2*2 3.00 0.60 1.20 8.64

Toewall 1 10.00 0.60 0.90 5.40

Apron 1 10.00 3.00 0.75 22.50

65.34 cum 92.00 6011.28

2 CC 1:4:8 Headwall 1 10.00 0.90 0.15 1.35

Sidewall 2 4.50 0.60 0.15 0.81

Wingwall 2*2 3.00 0.60 0.15 1.08

Toewall 1 10.00 0.60 0.15 0.90

Apron 1 10.00 3.00 0.15 4.50

69 8.64 cum 2059.00 17789.76

8 Plaster 1*8*0.6+1*8*0.30 7.20 Sqm 145.00 1044.00

Total 24845.04

Total C

TOTAL A+B 217773.17

Add 3% cont. 6533.19495

Grand Total 224306.36

Say 361000

S. No.

S. No.

Excavation of earth

75

Estimate no. 07Name of Work - Construction of Loose stone Checkdam (Non arable)S.No Particulars No Length Width, m Height, m Quantity Rate Unit

1 1 10.00 1.80 0.30 5.40 92.00 cum 496.80

2 1 10.00 1.80 0.30 5.40

1 10.00 1.20 0.30 3.60

1 10.00 0.90 0.30 2.70

11.70 970.00 cum 11349.00

Sub Total 11845.80Add 3% Contigency 355.37

Total 12201.17Say 12200.00

Amount Rs

Earthwork excavetion in hard Soil with compation in 15 Cm layera etc.

Dry Stone mesonery in Foundation & upto Plinth

IWMP Jhalawar-I P.S. Manoharthana

Estimate No. 08 Name of Work - Construction of Bank Stablization of Existing NalaS.No Particulars No Length Width, m Height, m

1 Dag Belling 5 Cm to 7.5 Cm 2 100.00 200.00 0.33 66.00

2 1 100.00 1.95 0.90 175.50 85.00 14917.50

3 Seeding of Ratan Jot on the Bund 3 100.00 0.00 0.00 300.00 0.59 177.00

4 Overseding of Grass stylo Ameta 3 100.00 0.00 0.00 300.00 0.59 177.00

5 Cost of Ratan Jot Seed (0.2 Kg/100 Mtr.) 0 0.00 0.00 0.00 0.60 26.00 15.60

6 Cost of Stylo Ameta Seed 0 0.00 0.00 0.00 0.60 30.00 18.00

Sub Total 15371.10

Say 15400.00

76

Quantity M3

Rate * Rs. Per M3

Amount Rs

Eathwork excavetion in hard Soil with compation in 15 Cm layera etc.

Name of Work - Construction of Bank Stablization of Existing Nala

0.60 Mt

1:1.50.90 Mtr

3.30 Mtr

77

Estimate No. 09

1- fjVsfuax okWy fuekZ.k

2- ;kstuk dk uke& IWMP Location- pjkxkg

Øa-la- dk;Z dk fooj.k la0 yaEckbZvkSlr pkS0 pkS0 m0@x0 ek=kbdkbZnj jkf'k

dqy Je lkexzh ;ksx

1 Mkx csfyax 5&7-5 lseh- Mhi 2 81.5 163 Rmt 0.25 0.25 0.25 40.75 0 40.75

2 E/W in foundation for Wall 1 81.5 0.9 1 73.35 cum

73.35 cum 62 68 68 4987.8 0 4987.8

3 P & LCC 1:5:10 40mm Nominal Size

1 81.5 0.9 0.15 11 cum 213 231 1336 2541.58 12157.76 14699.34

4

Foundation 1 81.5 0.9 0.85 62.35 cumSuper Structure 1 81.5 (0.45+0.9)/2 0.675 1.66 91.32 cum

Total 153.7 cum 140 267.8 1047 41152.36 119738.3 160890.66

5 Cement Plaster 20mm - CM 1:6 1 81.5 1.66 135.3 sqm 10 26.8 62 3625.77 4762.21 8387.98

6

1 81.5 0.45 36.68 sqm 23 50 151 1833.75 3704.18 5537.93

Total54182.01 140362.45 194544.46

Contengency 3%1625.46 4210.87 5836.3338

Grand Total55807.47 200380.7938

Add 30% reduction in task as per order of govt. 0.00

Total Labour Cost 55807.00 144573.00

Total Cost 200380.00 200000

Note : if embakement height is more than 1.8 mtr then inrest sloping width pitching should be laid.

78

dk;kZy; iapk;r lfefr] euksgjFkkuk ftyk >kykokM+ fuekZ.k dk;Z gsrq foLr`r ykxr&vuqeku

Je-NREGS

Je-Other

RR Stone Masonary of stone in cement mortor 1:6

P&LCC Copping 1:2:4 50mm thick 20mm nominal size

Please do not disturb the white Cells & Black Fonts

FORM PS-

NOW-fjVsfuax okWy fuekZ.k Work CODE-

Gram-AS No.- 0

COST

GP-Date- 0 200000.00

Location- pjkxkg Amount- 0

Scheme- IWMP Time of Comp.-

TASK Red % 30

Wall No. L Fd.-W Fd.-D T-W H

1 81.5 0.9 1.00 0.45 1.66

Diagram Retaining Wall LENGTH

0.45 81.50

Filling

1.66

NSL

RRM-CM-1:6 1.00

0.15

0.90 79

Coping-1:2:4 50mm thick

CC - 1:5:10

Estimate No. 10

,fudV fuekZ.k 10 ehVj ¼vkbZMCy;w,eih i0l0 euksgjFkkuk½ Work CODE

yEckbZ & 10.00 ehVj ÅapkbZ & 1.67 0

Location - &S.No. Item No. L B H Qty. Amount

2¼n½ 1

(a) Ordinary Rock

NREGS-L 125 HW1x10x(2.6+0.45)x1.8 54.900 cu.m

Other-L 131 COT 0.000 cu.m

Total- 131 SideWall with US 2x7.5x1.2x1.8 32.400 cu.m

WW-US-1 1x3.03x1.2x1.8 6.545 cu.m

WW-US-21x3.03x1.2x1.8 6.545 cu.m

WW-DS-11x3.03x0.9x1.2 3.272 cu.m

WW-DS-2 1x3.03x0.9x1.2 3.272 cu.m

HWE 2x3.573x1.4919x(3+1.673) 49.819 cu.m

HWE-2 0x2.1x0.9x0.9 0.000 cu.m

Apron 1x10x4.5x0 0.000 cu.m

TW 1x10x0.6x0.96 5.760 cu.m

Hard soil + Hard Rock Total 162.513 cu.m

Labour @ Rs. 132 Cu.m. Labour 21451.72

@Rs. 132 Cu.m. Rs. 21451.72Note : Add Extra Lift qt.@8/- cum

DETAILED - ESTIMATE (Anicut)

ehVj

Item No. Of GKN-06 Labour

Component

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. including taking out the excavated soil as directed within a lead of 50 Mtr.

2

(a) 1 cement : 4sand : 8aggregate

NREGS-L 213 HW 1x10x2.6x0.3 7.800 cu.m

Other-L 231 COT 0.000 cu.m

Total- 1482 SideWall with US 2x7.5x1.2x0.15 2.700 cu.m

WW-US-1 1x3.03x1.2x0.15 0.545 cu.m

WW-US-2 1x3.03x1.2x0.15 0.545 cu.m

WW-DS-1 1x3.03x0.9x0.15 0.409 cu.m

WW-DS-2 1x3.03x0.9x0.15 0.409 cu.m

HWE 2x3.573x1.4919x0.15 1.599 cu.m

HWE-2 0x2.1x0.9x0.15 0.000 cu.m

Apron 1x10x4.5x 0.000 cu.m

TW 1x10x0.6x0.15 0.900 cu.m

Total 14.907 cu.m.

Labour @ Rs. 188 Cu.m. Labour 2802.52

@Rs. 1793 Cu.m. Rs. 26728.25

121 3

NREGS-L 120 HW 1x10x2.3x(1.8-0.3) 34.500 cu.m

Other-L 228 HW-plinth 1x10x2.3x0.3 6.900 cu.m

Total- 1007 SideWall with US

2x7.5x1.2x(1.8-0.15) 29.700 cu.m

WW-US-1 1x3.03x1.2x(1.8-0.15) 5.999 cu.m

WW-US-2 1x3.03x1.2x(1.8-0.15) 5.999 cu.m

WW-DS-1 1x3.03x0.9x(1.2-0.15) 2.863 cu.m

WW-DS-2 1x3.03x0.9x(1.2-0.15) 2.863 cu.m

HWE 2x3.573x1.4919x(3-0.15) 30.384 cu.m

HWE-2 0x2.1x0.9x(0.9-0.15) 0.000 cu.m

TW 1x10x0.6x(0.96-0.15) 4.860 cu.m

Total 124.068 cu.m.

Labour @ Rs. 270.00 Cu.m. Labour 33498.36

@Rs. 1469 Cu.m. Rs. 182255.89

122¼v½

Providing and laying cement concrete including curing compaction etc complete using stone aggregate 40mm nominal size (Crusher broken) in foundation plinth, excluding the cot of shuttering, using.

Random Rubble stone masonry for foundation and plinth in cement sand mortar 1 : 6 (1cement : 6 sand) for above 30 cm. thick walls.

4

NREGS-L 120 HW 1x10x[(0.7+2.3)/2]x1.673 25.095 cu.m.

Other-L 228 SideWall with US 2x7.5x[(0.45+1.2)/2]x3.423 42.360 cu.m.

Total- 1007 WW-US-1 1x3.03x[(0.45+1.2)/2]x[(3.423+3.423)/2] 8.557 cu.m.

WW-US-2 1x3.03x[(0.45+1.2)/2]x[(3.423+3.423)/2] 8.557 cu.m.

WW-DS-1 1x3.03x[(0.45+0.9)/2]x[(3.423+1.2)/2] 4.728 cu.m

WW-DS-2 1x3.03x[(0.45+0.9)/2]x[(3.423+1.2)/2] 4.728 cu.m

HWE 2x3.573x[(0.45+1.4919)/2]x3.423 23.750 cu.m

HWE-2 0x2.1x[(0.45+0.9)/2]x0.6 0.000 cu.m

TW 1x10x[(0.45+0.6)/2]x0.45 2.363 cu.m

Total 120.138 cu.m

Labour @ Rs. 270.00 Cu.m. Labour 32437.26

@Rs. 1469 Cu.m. Rs. 176482.72

5

(a) 25mm ThickHW 1x10x[(1.8-0.3+0.3)+1.673+[Sqrt{(1.673^2)+((2.3-0.7)^2)}]] 57.879 Sq.m.

NREGS-L 13 SideWall with US 2x7.5x[(1.8-0.15)+3.423] 76.095 Sq.m.

Other-L 42.4 WW-US-1 1x3.03x[(3.423+3.423)/2] 10.372 Sq.m.

Total- 89 WW-US-2 1x3.03x[(3.423+3.423)/2] 10.372 Sq.m.

WW-DS-1 1x3.03x[(3.423+1.2)/2] 7.004 Sq.m.

WW-DS-2 1x3.03x[(3.423+1.2)/2] 7.004 Sq.m.

TW 2x10x0.45 9.000 Sq.m.

HWE-2 2x0x2.1x0.6 0.000 Sq.m.

Total 177.726 Sq.m.

Labour @ Rs. 51.50 Sq.m. Labour 9152.89

@Rs. 111.00 Sq.m. Rs. 19727.59

6

NREGS-L 50Other-L 56 Deduction as per item No.1 -162.513 Cu.m.

Random rubble stone masonry in superstructure up to 4.5Mtr. height above plinth level in cement sand mortar 1 : 6 (1 cement : 6 sand) wall thickness above 30 Cm

68¼v½

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished :

119¼v½

Earth Filling including watering ramming consolidation and dressing complete including all.

Total- 56 Filling in between US & DS W.Walls 2x[7.5+(7.5+3.03)]/2x2.62398x3.423 161.943 Cu.m.

Embk-1 US Slope 2.5:1 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m.

Embk-2 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m.

Total 100.212 Cu.m.

Labour @ Rs. 57.00 Cu.m. Labour 5712.08

@Rs. 57.00 Cu.m. Rs. 5712.08

123 7

(a) 1 cement : 2sand : 4aggregate NREGS-L 183 HW 10x0.7x0.1 0.700 cu.m

Other-L 223.6 Coping [3.03+3.03+3.03+3.03]x0.45x0.05 0.273 cu.m

Total- 2147 SideWall with US 2x7.5x0.45x0.05 0.338 cu.m

Apron 10x4.5x0.1 4.500 cu.m

TW 10x0.45x0.1 0.450 cu.m

HWE 2x3.573x0.45x0.05 0.161 cu.m

HWE-2 0x2.1x0.45x0.05 0.000 cu.m

Total 6.422 cu.m.

Labour @ Rs. 236.2 Cu.m. Labour 1516.88

@Rs. 2436 Cu.m. Rs. 15643.99

85 8

NREGS-L 45Other-L 59.4 25x2.019x0.10 5.048 cu.m

Total- 157 25x2.019x0.10 5.048 cu.m

Total 10.095 cu.m

Labour @ Rs. 65.00 Cu.m. Labour 656.18

@Rs. 235.00 Cu.m. Rs. 2372.33

9

as per GKN RatesNREGS-L 32 Apron 10x4.5 45.000 Sqm

Other-L 68 Total 45.000 Sqm

Total- 194 Labour @ Rs. 82.00 sqm Labour 3690.00

@Rs. 304.00 sqm Rs. 13680.00

Providing and laying cement concrete including curing compaction etc complete using stone aggregate 20mm nominal size (crusher broken) in foundation plinth, excluding the cot of shuttering, using.

Supply & Spreading quary rubbish under pitching (Item No.-85)

100¼c½

Random rubble stone kharanja under floor in CM 1:6

10

NREGS-L 100 1x10x0.45x1.8 8.100 cum

Other-L 100Total- 200 Total 8.100 cum

Labour @ Rs. 100.00 Cu.m. Labour 810.00

@Rs. 200.00 Cu.m. Rs. 1620.00

124 11 RR Dry Stone Pitching of Course Rubble

NREGS-L 50 25x2.02 x 0.23 11.615 cum

Other-L 109.425x2.02 x 0.23 11.615 cum

Total- 469

Total 23.230 cum

Labour @ Rs. 132.50 Cu.m. Labour 3077.98

@Rs. 852.00 Cu.m. Rs. 19791.96

46 12

NREGS-L 1 No. of Bars T-Length T-Weight

Other-L 2.8 Anchor Bars 0 0 0 KgsTotal- 55.7 Reinforcement in Apron 8mm dia @0.50 Mtrc/c 0 Kgs

Total 0.000 Kgs

Labour @ Rs. 3.50 Cu.m. Labour 0.00

@Rs. 49.60 Cu.m. Rs. 0.00

1.4285714286 TOTAL Rs. 485466.53Add. 3% Cont. Rs. 14564.00

A- Grand Total Rs. 500030.53B- Labour Rs. 114806.00

C- Add 30% reduction in task as per order of govt. Rs. 0.00D-

Total Cost ( A+ C ) 500030.53

Say Rs. 500000.00LABOUR (B+C) Rs. 114806.00

Filling of Black Cotton Soil with watering & Ramming copmlete in jhiri U/S Side with all lead & lift

S/F Anchor Bars of Dia.16mm 1.20 Mtr C/C in zig-zag way from foundation to upto top of Super Structure

MATERIAL . Rs. 385194.00

Note - 1-Foundation depth should not be more than 1.80 Mtr.

2-If sandy(Bajari) strata is available up to 1.8 Mtr Depth than excavate the foundation up to the soil (Loam etc.) .After wards the Site Engineer feels further excavation is required than provide cut off trench.

Note - COST

FORM Please do not disturb the white Cells & Black Fonts 500000.00

Name of Work - ,fudV fuekZ.k 10 ehVj ¼vkbZMCy;w,eih i0l0 euksgjFkkuk½

Gram- AS No.-

GP- Date-

PS- >kykokM+ Amount-

Work CODE -

Location- & River/Nala/W.Weir NALA

Scheme- IWMP TASK Red % COT Required Y/N - N

30 B H 0.6 0.6AREA in Hact. 150 Hact. Over Burden 1.2

Crest Length 10 Mtr. 1 Designed Length 2.03

Height of Anicut 1.673 Mtr. 1 Designed Length 2.03

Plinth Ht. Of HW 0.3 Mtr. 0.45

Fetch Length 0.5 Km TW - Top Width 0.45Density of Masonary-p 2.3 t/cum TW Ht 0.45Depth of Foundation 1.8 Mtr.

Note -

Please do not disturb the white Cells & Black Fonts

Part Nos. Length Fd.W/ Width Fd.D CC-Th. W.Th-Base W.Th-Top SS-H1 SS-H2HW 1 10 2.6 1.8 0.3 2.3 0.7 1.673SideWall with US 2 7.5 1.2 1.8 0.15 1.2 0.45 3.423WW-US-1 1 3.03 1.2 1.8 0.15 1.2 0.45 3.423 3.423

Time of Completetion-

D/S Wing Wall Additional Length

U/S Wing Wall Additional Length

Top Width of Side Wall & W.Wall

WW-US-2 1 3.03 1.2 1.8 0.15 1.2 0.45 3.423 3.423

WW-DS-1 1 3.03 0.9 1.2 0.15 0.9 0.45 3.423 1.2WW-DS-2 1 3.03 0.9 1.2 0.15 0.9 0.45 3.423 1.2HWE 2 3.573 1.4919 3 0.15 1.4919 0.45 3.423 3.423

HWE-2 0 2.1 0.9 0.9 0.15 0.9 0.45 0.6 0.6Apron 1 10 4.5 0TW 1 10 0.6 0.96 0.15 0.6 0.45 0.45

Embk-1 US Slope 2.5:1 25 1.875 4.375 1 1.5 0Embk-2 25 1.875 4.375 1 1.5 0Pitching Y/N y COST 500000.00Pitching Thick. 0.23

Coping on WW 0.05 Note -Coping on HW 0.1 Please do not disturb the white Cells & Black FontsCC in Apron 0.1

HYDAULIC DESIGNQ = CIA/36

C - Runoff Coffieient 0.3 Agr. Grassland Forest

I - Rainfall intensity-CM/Hr 9 Sandy 0.29 0.15 0.1A - Area in Hact. 150 Alluvial 0.4 0.35 0.3

Black Cotton 0.5 0.45 0.4

Q= 11.25 Cum/Sec

C = 11.4 11.4A - Area in SqKm 1.5

Runoff Coffieient for SOIL

Q = CA3/4

Q= 15.452 Cum/Sec

Discharge Max.of both Q= 15.452 Cum/Sec

Depth of Flow(Flood Lift)

1.71

L - Crest Length 10

0.935 Mtr.

Say 0.9 Mtr.

F - Fetch Length in Km 0.5

0.852 Mtr.

Say 0.85 Mtr.

1.75 Mtr.

Say 1.8 Mtr.

STRUCTURAL DESIGNHead Wall

Bottom Width 2.26 Mtr.

Say 2.3 Mtr.Top Width a = b - ( 0.80 x H) 0.9616 Mtr.

a = 0.55 x (H)1/2 0.71Say 0.7 Mtr.

Width of Concrete Bed = b + 0.3 2.6 Mtr.

Head Wall Extenion

Length = H + h + 1.00 3.573 Mtr.

Top Width 0.45 Mtr.Bottom Width = 0.45+0.30( H + FreeBoard) 1.4919 Mtr.

Q=CdLh3/2

Cd -Cofficient of discharge for broad crested weir

hf=(Q/C

dL)3/2 h

f=

Free Board - Hf

fb=h

w

hw=0.384(F)1/2+0.763-0.217(F)1/4

hw=

Hf = h + h

w

b = (H+hf)/(p-1)1/2

Depth of Foundation =1.8+Over Burden 3 Mtr.

Length of Apron

C- Bligh's Cofficient=5 4.5 Mtr.Say 4.5 Mtr.

Thickness of Apron

0.96 Mtr.

(Allowed 30 Cms 23Cms Stone Kharanja in CM & 10 Cm CC 1:2:4) 0.30 Mtr.Side Wall

Length= 1.75H+0.75h+0.45 4.05275 Mtr.Adopt Length of Side Wall=Apron 4.5 Mtr.

Height at Head Wall extenion JunctionH+Flood Lift+FreeBoard 3.423 Mtr.

Height at Wing Wall Junction1.50 x Flood Lift 1.35 Mtr.

Top Width 0.45 Mtr.

Bottom Width= 0.45 + 0.30x[(H+FreeBoard)+(1.5xFloodLift)] 1.17 Mtr.

Say 1.2 Mtr.

D/S Wing WallLength =2.25 x Flood Lift 2.03 Mtr.

Length 3.03 Mtr.Top Width 0.45 Mtr.

Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.86 Mtr.Adopt 0.9 Mtr.

Height= 1.50 x Flood Lift 1.35 Mtr.

U/S Wing WallLength =2.25 x Flood Lift 2.03 Mtr.

Length 3.03 Mtr.Top Width 0.45 Mtr.

Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.86 Mtr.Adopt 0.9 Mtr.

= 0.696 x C x (H)1/2

t = (H/1.811)1/2

Height = H+ Flood Lift+ Free Board 3.423 Mtr.

Toe WallTop Width 0.45 Mtr.

Height 0.45 Mtr.Bottom Width= Tw+[0.30 x Ht] 0.59 Mtr.

Adopt 0.6 Mtr.

Depth of Foundation= Thickness of Apron Calculated 0.96 Mtr.

FORCES Vertical Forces Moment at Toe

V H Mr Mo

W1=axHxLxp 2.69 1.95 5.25

W2=1/2(b-a)xHxLxp 3.07832 1.07 3.29

W3=aXhxLxw 0.7x0.9x1x1 0.63 1.95 1.23

P1=wxh X H 1x0.9x2.3 2.07 0.8365 1.73

P2=wx(H x H)/2 1.3994645 0.56 0.78

U=CxwHxb/2 -0.961975 1.53 1.47

TOTAL 5.44 3.47 9.77 3.98

CHECK FORMULA VALUES LIMITS REMARKOver Turning 9.77 / 3.98 2.45 >1.5 SAFE

Sliding 0.65x5.439875 / 3.4694645 1.02 >1 SAFE

Stress at Toe (5.439875/2.3)x{1+(6x0.09/2.3)} 2.92 <10 SAFE

Stress at Heel (5.439875/2.3)x{1-(6x0.09/2.3)} 1.81 >0 >0 SAFE

Eccentricity (b/2)-[(∑Mr-∑Mo)/ ∑V] (2.3/2)-(5.79/5.439875) 0.09 <0.38 <b/6 SAFE

80-90

Horizontal Forces Lever arm

from Toe

0.7x1.673x1x2.3

1/2x(2.3-0.7)x1.673x1x2.3

1x(1.673x1.673)/2

0.50x1x1.673x2.3/2

∑Mr / ∑Moµ∑V / ∑H

(∑V/b)x(1+6e/b)(∑V/b)x(1-6e/b)

,fudV fuekZ.k 10 ehVj ¼vkbZMCy;w,eih i0l0 euksgjFkkuk½Location - &

U/S WW PLAN

3.03

3.00

10.000.70

2.30

7.50 3.57

Side Wall HWE

APRON 4.50

0.45

D/S WW

3.03

0.70 0.45

69

0.45 Work CODE

0

3.423

1.20

1.80

0.15 CC J.En. A.En./ Ex.En.

X-Side Wall

91

Estimate No. 11

,fudV fuekZ.k 15 ehVj ¼vkbZMCy;w,eih i0l0 eukssgjFkkuk½ Work CODE

yEckbZ & 15.00 ehVj ÅapkbZ & 1.94 0

Location - &S.No. Item No. L B H Qty. Amount

2¼n½ 1

(a) Ordinary Rock

NREGS-L 125 HW1x15x(2.7+0.45)x1.8 85.050 cu.m

Other-L 131 COT 0.000 cu.m

Total- 131 SideWall with US 2x7.9x1.2x1.8 34.128 cu.m

WW-US-1 1x2.8x1.2x1.8 6.048 cu.m

WW-US-21x2.8x1.2x1.8 6.048 cu.m

WW-DS-11x2.8x0.9x1.2 3.024 cu.m

WW-DS-2 1x2.8x0.9x1.2 3.024 cu.m

HWE 2x3.742x1.5426x(3+1.942) 57.054 cu.m

HWE-2 0x2.1x0.9x0.9 0.000 cu.m

Apron 1x15x4.9x0 0.000 cu.m

TW 1x15x0.6x1.04 9.360 cu.m

Hard soil + Hard Rock Total 203.736 cu.m

Labour @ Rs. 132 Cu.m. Labour 26893.15

@Rs. 132 Cu.m. Rs. 26893.15

DETAILED - ESTIMATE (Anicut)

ehVj

Item No. Of GKN-06 Labour

Component

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. including taking out the excavated soil as directed within a lead of 50 Mtr.

Note : Add Extra Lift qt.@8/- cum

2

(a) 1 cement : 4sand : 8aggregate

NREGS-L 213 HW 1x15x2.7x0.3 12.150 cu.m

Other-L 231 COT 0.000 cu.m

Total- 1482 SideWall with US 2x7.9x1.2x0.15 2.844 cu.m

WW-US-1 1x2.8x1.2x0.15 0.504 cu.m

WW-US-2 1x2.8x1.2x0.15 0.504 cu.m

WW-DS-1 1x2.8x0.9x0.15 0.378 cu.m

WW-DS-2 1x2.8x0.9x0.15 0.378 cu.m

HWE 2x3.742x1.5426x0.15 1.732 cu.m

HWE-2 0x2.1x0.9x0.15 0.000 cu.m

Apron 1x15x4.9x 0.000 cu.m

TW 1x15x0.6x0.15 1.350 cu.m

Total 19.840 cu.m.

Labour @ Rs. 188 Cu.m. Labour 3729.92

@Rs. 1793 Cu.m. Rs. 35573.12

122¼v½

Providing and laying cement concrete including curing compaction etc complete using stone aggregate 40mm nominal size (Crusher broken) in foundation plinth, excluding the cot of shuttering, using.

121 3

NREGS-L 120 HW 1x15x2.4x(1.8-0.3) 54.000 cu.m

Other-L 228 HW-plinth 1x15x2.4x0.3 10.800 cu.m

Total- 1007 SideWall with US

2x7.9x1.2x(1.8-0.15) 31.284 cu.m

WW-US-1 1x2.8x1.2x(1.8-0.15) 5.544 cu.m

WW-US-2 1x2.8x1.2x(1.8-0.15) 5.544 cu.m

WW-DS-1 1x2.8x0.9x(1.2-0.15) 2.646 cu.m

WW-DS-2 1x2.8x0.9x(1.2-0.15) 2.646 cu.m

HWE 2x3.742x1.5426x(3-0.15) 32.903 cu.m

HWE-2 0x2.1x0.9x(0.9-0.15) 0.000 cu.m

TW 1x15x0.6x(1.04-0.15) 8.010 cu.m

Total 153.377 cu.m.

Labour @ Rs. 270.00 Cu.m. Labour 41411.79

@Rs. 1469 Cu.m. Rs. 225310.81

4

NREGS-L 120 HW 1x15x[(0.8+2.4)/2]x1.942 46.608 cu.m.

Other-L 228 SideWall with US 2x7.9x[(0.45+1.2)/2]x3.592 46.822 cu.m.

Total- 1007 WW-US-1 1x2.8x[(0.45+1.2)/2]x[(3.592+3.592)/2] 8.298 cu.m.

WW-US-2 1x2.8x[(0.45+1.2)/2]x[(3.592+3.592)/2] 8.298 cu.m.

WW-DS-1 1x2.8x[(0.45+0.9)/2]x[(3.592+1.2)/2] 4.528 cu.m

WW-DS-2 1x2.8x[(0.45+0.9)/2]x[(3.592+1.2)/2] 4.528 cu.m

HWE 2x3.742x[(0.45+1.5426)/2]x3.592 26.783 cu.m

HWE-2 0x2.1x[(0.45+0.9)/2]x0.6 0.000 cu.m

TW 1x15x[(0.45+0.6)/2]x0.45 3.544 cu.m

Total 149.409 cu.m

Labour @ Rs. 270.00 Cu.m. Labour 40340.43

@Rs. 1469 Cu.m. Rs. 219481.82

Random Rubble stone masonry for foundation and plinth in cement sand mortar 1 : 6 (1cement : 6 sand) for above 30 cm. thick walls.

Random rubble stone masonry in superstructure up to 4.5Mtr. height above plinth level in cement sand mortar 1 : 6 (1 cement : 6 sand) wall thickness above 30 Cm

5

(a) 25mm ThickHW 1x15x[(1.8-0.3+0.3)+1.942+[Sqrt{(1.942^2)+((2.4-0.8)^2)}]] 93.873 Sq.m.

NREGS-L 13 SideWall with US 2x7.9x[(1.8-0.15)+3.592] 82.824 Sq.m.

Other-L 42.4 WW-US-1 1x2.8x[(3.592+3.592)/2] 10.058 Sq.m.

Total- 89 WW-US-2 1x2.8x[(3.592+3.592)/2] 10.058 Sq.m.

WW-DS-1 1x2.8x[(3.592+1.2)/2] 6.709 Sq.m.

WW-DS-2 1x2.8x[(3.592+1.2)/2] 6.709 Sq.m.

TW 2x15x0.45 13.500 Sq.m.

HWE-2 2x0x2.1x0.6 0.000 Sq.m.

Total 223.731 Sq.m.

Labour @ Rs. 51.50 Sq.m. Labour 11522.15

@Rs. 111.00 Sq.m. Rs. 24834.14

6

NREGS-L 50Other-L 56 Deduction as per item No.1 -203.736 Cu.m.

Total- 56 Filling in between US & DS W.Walls 2x[7.9+(7.9+2.8)]/2x2.4248x3.592 162.004 Cu.m.

Embk-1 US Slope 2.5:1 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m.

Embk-2 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m.

Total 59.050 Cu.m.

Labour @ Rs. 57.00 Cu.m. Labour 3365.85

@Rs. 57.00 Cu.m. Rs. 3365.85

123 7

(a) 1 cement : 2sand : 4aggregate NREGS-L 183 HW 15x0.8x0.1 1.200 cu.m

Other-L 223.6 Coping [2.8+2.8+2.8+2.8]x0.45x0.05 0.252 cu.m

Total- 2147 SideWall with US 2x7.9x0.45x0.05 0.356 cu.m

Apron 15x4.9x0.1 7.350 cu.m

68¼v½

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished :

119¼v½

Earth Filling including watering ramming consolidation and dressing complete including all.

Providing and laying cement concrete including curing compaction etc complete using stone aggregate 20mm nominal size (crusher broken) in foundation plinth, excluding the cot of shuttering, using.

TW 15x0.45x0.1 0.675 cu.m

HWE 2x3.742x0.45x0.05 0.168 cu.m

HWE-2 0x2.1x0.45x0.05 0.000 cu.m

Total 10.001 cu.m.

Labour @ Rs. 236.2 Cu.m. Labour 2362.24

@Rs. 2436 Cu.m. Rs. 24362.44

85 8

NREGS-L 45Other-L 59.4 25x2.019x0.10 5.048 cu.m

Total- 157 25x2.019x0.10 5.048 cu.m

Total 10.095 cu.m

Labour @ Rs. 65.00 Cu.m. Labour 656.18

@Rs. 235.00 Cu.m. Rs. 2372.33

9

as per GKN RatesNREGS-L 32 Apron 15x4.9 73.500 Sqm

Other-L 68 Total 73.500 Sqm

Total- 194 Labour @ Rs. 82.00 sqm Labour 6027.00

@Rs. 304.00 sqm Rs. 22344.00

10

NREGS-L 100 1x15x0.45x1.8 12.150 cum

Other-L 100Total- 200 Total 12.150 cum

Labour @ Rs. 100.00 Cu.m. Labour 1215.00

@Rs. 200.00 Cu.m. Rs. 2430.00

124 11 RR Dry Stone Pitching of Course Rubble

NREGS-L 50 25x2.02 x 0.23 11.615 cum

Other-L 109.425x2.02 x 0.23 11.615 cum

Total- 469

Total 23.230 cum

Supply & Spreading quary rubbish under pitching (Item No.-85)

100¼c½

Random rubble stone kharanja under floor in CM 1:6

Filling of Black Cotton Soil with watering & Ramming copmlete in jhiri U/S Side with all lead & lift

Labour @ Rs. 132.50 Cu.m. Labour 3077.98

@Rs. 852.00 Cu.m. Rs. 19791.96

46 12

NREGS-L 1 No. of Bars T-Length T-Weight

Other-L 2.8 Anchor Bars 0 0 0 KgsTotal- 55.7 Reinforcement in Apron 8mm dia @0.50 Mtrc/c 0 Kgs

Total 0.000 Kgs

Labour @ Rs. 3.50 Cu.m. Labour 0.00

@Rs. 49.60 Cu.m. Rs. 0.00

1.42857 TOTAL Rs. 606759.62Add. 3% Cont. Rs. 18202.79

A- Grand Total Rs. 624962.41B- Labour Rs. 140602.00

C- Add 30% reduction in task as per order of govt. Rs. 0.00D-

Total Cost ( A+ C ) 624962.41

Say Rs. 625000.00LABOUR (B+C) Rs. 140602.00MATERIAL . Rs. 484398.00

Note - 1-Foundation depth should not be more than 1.80 Mtr.

S/F Anchor Bars of Dia.16mm 1.20 Mtr C/C in zig-zag way from foundation to upto top of Super Structure

2-If sandy(Bajari) strata is available up to 1.8 Mtr Depth than excavate the foundation up to the soil (Loam etc.) .After wards the Site Engineer feels further excavation is required than provide cut off trench.

Note - COST

FORM Please do not disturb the white Cells & Black Fonts 625000.00

Name of Work - ,fudV fuekZ.k 15 ehVj ¼vkbZMCy;w,eih i0l0 eukssgjFkkuk½

Gram- AS No.-

GP- Date-

PS- >kykokM+ Amount-

Work CODE -

Location- & River/Nala/W.Weir NALA

Scheme- IWMP TASK Red % COT Required Y/N - N

30 B H 0.6 0.6AREA in Hact. 180 Hact. Over Burden 1.2

Crest Length 15 Mtr. 1 Designed Length 1.8

Height of Anicut 1.942 Mtr. 1 Designed Length 1.8

Plinth Ht. Of HW 0.3 Mtr. 0.45

Fetch Length 0.5 Km TW - Top Width 0.45Density of Masonary-p 2.3 t/cum TW Ht 0.45Depth of Foundation 1.8 Mtr.

Note -

Please do not disturb the white Cells & Black Fonts

Part Nos. Length Fd.W/ Width Fd.D CC-Th. W.Th-Base W.Th-Top SS-H1 SS-H2HW 1 15 2.7 1.8 0.3 2.4 0.8 1.942SideWall with US 2 7.9 1.2 1.8 0.15 1.2 0.45 3.592

Time of Completetion-

D/S Wing Wall Additional Length

U/S Wing Wall Additional Length

Top Width of Side Wall & W.Wall

WW-US-1 1 2.8 1.2 1.8 0.15 1.2 0.45 3.592 3.592

WW-US-2 1 2.8 1.2 1.8 0.15 1.2 0.45 3.592 3.592

WW-DS-1 1 2.8 0.9 1.2 0.15 0.9 0.45 3.592 1.2WW-DS-2 1 2.8 0.9 1.2 0.15 0.9 0.45 3.592 1.2HWE 2 3.742 1.5426 3 0.15 1.5426 0.45 3.592 3.592

HWE-2 0 2.1 0.9 0.9 0.15 0.9 0.45 0.6 0.6Apron 1 15 4.9 0TW 1 15 0.6 1.04 0.15 0.6 0.45 0.45

Embk-1 US Slope 2.5:1 25 1.875 4.375 1 1.5 0Embk-2 25 1.875 4.375 1 1.5 0Pitching Y/N y COST 625000.00Pitching Thick. 0.23

Coping on WW 0.05 Note -Coping on HW 0.1 Please do not disturb the white Cells & Black FontsCC in Apron 0.1

HYDAULIC DESIGNQ = CIA/36

C - Runoff Coffieient 0.3 Agr. Grassland Forest

I - Rainfall intensity-CM/Hr 9 Sandy 0.29 0.15 0.1A - Area in Hact. 180 Alluvial 0.4 0.35 0.3

Black Cotton 0.5 0.45 0.4

Q= 13.5 Cum/Sec

C = 11.4 11.4A - Area in SqKm 1.8

Q= 17.716 Cum/Sec

Discharge Max.of both Q= 17.716 Cum/Sec

Depth of Flow(Flood Lift)

1.71

L - Crest Length 15

0.781 Mtr.

Say 0.8 Mtr.

F - Fetch Length in Km 0.5

Runoff Coffieient for SOIL

Q = CA3/4

Q=CdLh3/2

Cd -Cofficient of discharge for broad crested weir

hf=(Q/CdL)3/2 hf=

Free Board - Hf

fb=h

w

hw=0.384(F)1/2+0.763-0.217(F)1/4

0.852 Mtr.

Say 0.85 Mtr.

1.65 Mtr.

Say 1.7 Mtr.

STRUCTURAL DESIGNHead Wall

Bottom Width 2.4 Mtr.

Say 2.4 Mtr.Top Width a = b - ( 0.80 x H) 0.8464 Mtr.

a = 0.55 x (H)1/2 0.77Say 0.8 Mtr.

Width of Concrete Bed = b + 0.3 2.7 Mtr.

Head Wall Extenion

Length = H + h + 1.00 3.742 Mtr.

Top Width 0.45 Mtr.Bottom Width = 0.45+0.30( H + FreeBoard) 1.5426 Mtr.

Depth of Foundation =1.8+Over Burden 3 Mtr.

Length of Apron

C- Bligh's Cofficient=5 4.85 Mtr.Say 4.9 Mtr.

Thickness of Apron

1.04 Mtr.

(Allowed 30 Cms 23Cms Stone Kharanja in CM & 10 Cm CC 1:2:4) 0.30 Mtr.Side Wall

Length= 1.75H+0.75h+0.45 4.4485 Mtr.Adopt Length of Side Wall=Apron 4.9 Mtr.

Height at Head Wall extenion Junction

hw=

Hf = h + h

w

b = (H+hf)/(p-1)1/2

= 0.696 x C x (H)1/2

t = (H/1.811)1/2

H+Flood Lift+FreeBoard 3.592 Mtr.

Height at Wing Wall Junction1.50 x Flood Lift 1.2 Mtr.

Top Width 0.45 Mtr.

Bottom Width= 0.45 + 0.30x[(H+FreeBoard)+(1.5xFloodLift)] 1.18 Mtr.

Say 1.2 Mtr.

D/S Wing WallLength =2.25 x Flood Lift 1.8 Mtr.

Length 2.8 Mtr.Top Width 0.45 Mtr.

Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.81 Mtr.Adopt 0.9 Mtr.

Height= 1.50 x Flood Lift 1.2 Mtr.

U/S Wing WallLength =2.25 x Flood Lift 1.8 Mtr.

Length 2.8 Mtr.Top Width 0.45 Mtr.

Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.81 Mtr.Adopt 0.9 Mtr.

Height = H+ Flood Lift+ Free Board 3.592 Mtr.

Toe WallTop Width 0.45 Mtr.

Height 0.45 Mtr.Bottom Width= Tw+[0.30 x Ht] 0.59 Mtr.

Adopt 0.6 Mtr.

Depth of Foundation= Thickness of Apron Calculated 1.04 Mtr.

FORCES Vertical Forces Moment at Toe

V H Mr Mo

W1=axHxLxp 3.57 2 7.15

W2=1/2(b-a)xHxLxp 3.57328 1.07 3.82

Horizontal Forces Lever arm

from Toe

0.8x1.942x1x2.3

1/2x(2.4-0.8)x1.942x1x2.3

W3=aXhxLxw 0.8x0.8x1x1 0.64 2 1.28

P1=wxh X H 1x0.8x2.3 1.84 0.971 1.79

P2=wx(H x H)/2 1.885682 0.65 1.23

U=CxwHxb/2 -1.1652 1.6 1.86

TOTAL 6.62 3.73 12.25 4.88

CHECK FORMULA VALUES LIMITS REMARKOver Turning 12.25 / 4.88 2.51 >1.5 SAFE

Sliding 0.65x6.62136 / 3.725682 1.16 >1 SAFE

Stress at Toe (6.62136/2.4)x{1+(6x0.09/2.4)} 3.38 <10 SAFE

Stress at Heel (6.62136/2.4)x{1-(6x0.09/2.4)} 2.14 >0 >0 SAFE

Eccentricity (b/2)-[(∑Mr-∑Mo)/ ∑V] (2.4/2)-(7.37/6.62136) 0.09 <0.4 <b/6 SAFE

92-103

1x(1.942x1.942)/2

0.50x1x1.942x2.4/2

∑Mr / ∑Moµ∑V / ∑H

(∑V/b)x(1+6e/b)(∑V/b)x(1-6e/b)

,fudV fuekZ.k 15 ehVj ¼vkbZMCy;w,eih i0l0 eukssgjFkkuk½Location - &

U/S WW PLAN

2.80

3.00

15.000.80

2.40

7.90 3.74

Side Wall HWE

APRON 4.90

0.45

D/S WW

2.80

0.80 0.45

69

0.45 Work CODE

0

3.592

1.20

1.80

0.15 CC

X-Side Wall

104

Estimate No. 12

,fudV fuekZ.k k20 ehVj ¼vkbZMCy;w,eih i0l0 euksgjFkkuk½ Work CODE

yEckbZ & 20.00 ehVj ÅapkbZ & 2.10 0

Location - &S.No. Item No. L B H Qty. Amount

2¼n½ 1

(a) Ordinary Rock

NREGS-L 125 HW1x20x(2.6+0.45)x1.9 115.900 cu.m

Other-L 131 COT 0.000 cu.m

Total- 131 SideWall with US 2x8.1x1.1x1.9 33.858 cu.m

WW-US-1 1x2.13x1.1x1.9 4.452 cu.m

WW-US-21x2.13x1.1x1.9 4.452 cu.m

WW-DS-11x2.13x0.9x1.2 2.300 cu.m

WW-DS-2 1x2.13x0.9x1.2 2.300 cu.m

HWE 2x3.603x1.5009x(3.1+2.103) 56.273 cu.m

HWE-2 0x2.1x0.9x0.9 0.000 cu.m

Apron 1x20x5.1x0 0.000 cu.m

TW 1x20x0.6x1.08 12.960 cu.m

Hard soil + Hard Rock Total 232.495 cu.m

Labour @ Rs. 132 Cu.m. Labour 30689.34

@Rs. 132 Cu.m. Rs. 30689.34Note : Add Extra Lift qt.@8/- cum

DETAILED - ESTIMATE (Anicut)

ehVj

Item No. Of GKN-06 Labour

Component

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. including taking out the excavated soil as directed within a lead of 50 Mtr.

2

(a) 1 cement : 4sand : 8aggregate

NREGS-L 213 HW 1x20x2.6x0.3 15.600 cu.m

Other-L 231 COT 0.000 cu.m

Total- 1482 SideWall with US 2x8.1x1.1x0.15 2.673 cu.m

WW-US-1 1x2.13x1.1x0.15 0.351 cu.m

WW-US-2 1x2.13x1.1x0.15 0.351 cu.m

WW-DS-1 1x2.13x0.9x0.15 0.288 cu.m

WW-DS-2 1x2.13x0.9x0.15 0.288 cu.m

HWE 2x3.603x1.5009x0.15 1.622 cu.m

HWE-2 0x2.1x0.9x0.15 0.000 cu.m

Apron 1x20x5.1x 0.000 cu.m

TW 1x20x0.6x0.15 1.800 cu.m

Total 22.973 cu.m.

Labour @ Rs. 188 Cu.m. Labour 4318.92

@Rs. 1793 Cu.m. Rs. 41190.59

121 3

NREGS-L 120 HW 1x20x2.3x(1.9-0.3) 73.600 cu.m

Other-L 228 HW-plinth 1x20x2.3x0.3 13.800 cu.m

Total- 1007 SideWall with US

2x8.1x1.1x(1.9-0.15) 31.185 cu.m

WW-US-1 1x2.13x1.1x(1.9-0.15) 4.100 cu.m

WW-US-2 1x2.13x1.1x(1.9-0.15) 4.100 cu.m

WW-DS-1 1x2.13x0.9x(1.2-0.15) 2.013 cu.m

WW-DS-2 1x2.13x0.9x(1.2-0.15) 2.013 cu.m

HWE 2x3.603x1.5009x(3.1-0.15) 31.906 cu.m

HWE-2 0x2.1x0.9x(0.9-0.15) 0.000 cu.m

TW 1x20x0.6x(1.08-0.15) 11.160 cu.m

Total 173.877 cu.m.

Labour @ Rs. 270.00 Cu.m. Labour 46946.79

@Rs. 1469 Cu.m. Rs. 255425.31

122¼v½

Providing and laying cement concrete including curing compaction etc complete using stone aggregate 40mm nominal size (Crusher broken) in foundation plinth, excluding the cot of shuttering, using.

Random Rubble stone masonry for foundation and plinth in cement sand mortar 1 : 6 (1cement : 6 sand) for above 30 cm. thick walls.

4

NREGS-L 120 HW 1x20x[(0.6+2.3)/2]x2.103 60.987 cu.m.

Other-L 228 SideWall with US 2x8.1x[(0.45+1.1)/2]x3.453 43.352 cu.m.

Total- 1007 WW-US-1 1x2.13x[(0.45+1.1)/2]x[(3.453+3.453)/2] 5.700 cu.m.

WW-US-2 1x2.13x[(0.45+1.1)/2]x[(3.453+3.453)/2] 5.700 cu.m.

WW-DS-1 1x2.13x[(0.45+0.9)/2]x[(3.453+1.2)/2] 3.345 cu.m

WW-DS-2 1x2.13x[(0.45+0.9)/2]x[(3.453+1.2)/2] 3.345 cu.m

HWE 2x3.603x[(0.45+1.5009)/2]x3.453 24.271 cu.m

HWE-2 0x2.1x[(0.45+0.9)/2]x0.6 0.000 cu.m

TW 1x20x[(0.45+0.6)/2]x0.45 4.725 cu.m

Total 151.425 cu.m

Labour @ Rs. 270.00 Cu.m. Labour 40884.75

@Rs. 1469 Cu.m. Rs. 222443.33

5

(a) 25mm ThickHW 1x20x[(1.9-0.3+0.3)+2.103+[Sqrt{(2.103^2)+((2.3-0.6)^2)}]] 134.144 Sq.m.

NREGS-L 13 SideWall with US 2x8.1x[(1.9-0.15)+3.453] 84.289 Sq.m.

Other-L 42.4 WW-US-1 1x2.13x[(3.453+3.453)/2] 7.355 Sq.m.

Total- 89 WW-US-2 1x2.13x[(3.453+3.453)/2] 7.355 Sq.m.

WW-DS-1 1x2.13x[(3.453+1.2)/2] 4.955 Sq.m.

WW-DS-2 1x2.13x[(3.453+1.2)/2] 4.955 Sq.m.

TW 2x20x0.45 18.000 Sq.m.

HWE-2 2x0x2.1x0.6 0.000 Sq.m.

Total 261.053 Sq.m.

Labour @ Rs. 51.50 Sq.m. Labour 13444.23

@Rs. 111.00 Sq.m. Rs. 28976.88

Random rubble stone masonry in superstructure up to 4.5Mtr. height above plinth level in cement sand mortar 1 : 6 (1 cement : 6 sand) wall thickness above 30 Cm

68¼v½

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished :

6

NREGS-L 50Other-L 56 Deduction as per item No.1 -232.495 Cu.m.

Total- 56 Filling in between US & DS W.Walls 2x[8.1+(8.1+2.13)]/2x1.84458x3.453 116.750 Cu.m.

Embk-1 US Slope 2.5:1 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m.

Embk-2 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m.

Total -14.963 Cu.m.

Labour @ Rs. 57.00 Cu.m. Labour 0.00

@Rs. 57.00 Cu.m. Rs. 0.00

123 7

(a) 1 cement : 2sand : 4aggregate NREGS-L 183 HW 20x0.6x0.1 1.200 cu.m

Other-L 223.6 Coping [2.13+2.13+2.13+2.13]x0.45x0.05 0.192 cu.m

Total- 2147 SideWall with US 2x8.1x0.45x0.05 0.365 cu.m

Apron 20x5.1x0.1 10.200 cu.m

TW 20x0.45x0.1 0.900 cu.m

HWE 2x3.603x0.45x0.05 0.162 cu.m

HWE-2 0x2.1x0.45x0.05 0.000 cu.m

Total 13.019 cu.m.

Labour @ Rs. 236.2 Cu.m. Labour 3075.09

@Rs. 2436 Cu.m. Rs. 31714.28

85 8

NREGS-L 45Other-L 59.4 25x2.019x0.10 5.048 cu.m

Total- 157 25x2.019x0.10 5.048 cu.m

Total 10.095 cu.m

Labour @ Rs. 65.00 Cu.m. Labour 656.18

@Rs. 235.00 Cu.m. Rs. 2372.33

119¼v½

Earth Filling including watering ramming consolidation and dressing complete including all.

Providing and laying cement concrete including curing compaction etc complete using stone aggregate 20mm nominal size (crusher broken) in foundation plinth, excluding the cot of shuttering, using.

Supply & Spreading quary rubbish under pitching (Item No.-85)

9

as per GKN RatesNREGS-L 32 Apron 20x5.1 102.000 Sqm

Other-L 68 Total 102.000 Sqm

Total- 194 Labour @ Rs. 82.00 sqm Labour 8364.00

@Rs. 304.00 sqm Rs. 31008.00

10

NREGS-L 100 1x20x0.45x1.9 17.100 cum

Other-L 100Total- 200 Total 17.100 cum

Labour @ Rs. 100.00 Cu.m. Labour 1710.00

@Rs. 200.00 Cu.m. Rs. 3420.00

124 11 RR Dry Stone Pitching of Course Rubble

NREGS-L 50 25x2.02 x 0.23 11.615 cum

Other-L 109.425x2.02 x 0.23 11.615 cum

Total- 469

Total 23.230 cum

Labour @ Rs. 132.50 Cu.m. Labour 3077.98

@Rs. 852.00 Cu.m. Rs. 19791.96

46 12

NREGS-L 1 No. of Bars T-Length T-Weight

Other-L 2.8 Anchor Bars 0 0 0 KgsTotal- 55.7 Reinforcement in Apron 8mm dia @0.50 Mtrc/c 0 Kgs

Total 0.000 Kgs

Labour @ Rs. 3.50 Cu.m. Labour 0.00

@Rs. 49.60 Cu.m. Rs. 0.00

1.428571 TOTAL Rs. 667032.02Add. 3% Cont. Rs. 20010.96

A- Grand Total Rs. 687042.98B- Labour Rs. 153167.00

C- Add 30% reduction in task as per order of govt. Rs. 0.00

100¼c½

Random rubble stone kharanja under floor in CM 1:6

Filling of Black Cotton Soil with watering & Ramming copmlete in jhiri U/S Side with all lead & lift

S/F Anchor Bars of Dia.16mm 1.20 Mtr C/C in zig-zag way from foundation to upto top of Super Structure

D-

Total Cost ( A+ C ) 687042.98

Say Rs. 687000.00LABOUR (B+C) Rs. 153167.00MATERIAL . Rs. 533833.00

Note - 1-Foundation depth should not be more than 1.80 Mtr.

2-If sandy(Bajari) strata is available up to 1.8 Mtr Depth than excavate the foundation up to the soil (Loam etc.) .After wards the Site Engineer feels further excavation is required than provide cut off trench.

Note - COST

FORM Please do not disturb the white Cells & Black Fonts 687000.00

Name of Work - ,fudV fuekZ.k k20 ehVj ¼vkbZMCy;w,eih i0l0 euksgjFkkuk½

Gram- AS No.-

GP- Date-

PS- >kykokM+ Amount-

Work CODE -

Location- & River/Nala/W.Weir NALA

Scheme- IWMP TASK Red % COT Required Y/N - N

30 B H 0.6 0.6AREA in Hact. 120 Hact. Over Burden 1.2

Crest Length 20 Mtr. 1 Designed Length 1.13

Height of Anicut 2.103 Mtr. 1 Designed Length 1.13

Plinth Ht. Of HW 0.3 Mtr. 0.45

Fetch Length 0.5 Km TW - Top Width 0.45Density of Masonary-p 2.3 t/cum TW Ht 0.45Depth of Foundation 1.9 Mtr.

Note -

Please do not disturb the white Cells & Black Fonts

Part Nos. Length Fd.W/ Width Fd.D CC-Th. W.Th-Base W.Th-Top SS-H1 SS-H2HW 1 20 2.6 1.9 0.3 2.3 0.6 2.103SideWall with US 2 8.1 1.1 1.9 0.15 1.1 0.45 3.453WW-US-1 1 2.13 1.1 1.9 0.15 1.1 0.45 3.453 3.453

Time of Completetion-

D/S Wing Wall Additional Length

U/S Wing Wall Additional Length

Top Width of Side Wall & W.Wall

WW-US-2 1 2.13 1.1 1.9 0.15 1.1 0.45 3.453 3.453

WW-DS-1 1 2.13 0.9 1.2 0.15 0.9 0.45 3.453 1.2WW-DS-2 1 2.13 0.9 1.2 0.15 0.9 0.45 3.453 1.2HWE 2 3.603 1.5009 3.1 0.15 1.5009 0.45 3.453 3.453

HWE-2 0 2.1 0.9 0.9 0.15 0.9 0.45 0.6 0.6Apron 1 20 5.1 0TW 1 20 0.6 1.08 0.15 0.6 0.45 0.45

Embk-1 US Slope 2.5:1 25 1.875 4.375 1 1.5 0Embk-2 25 1.875 4.375 1 1.5 0Pitching Y/N y COST 687000.00Pitching Thick. 0.23

Coping on WW 0.05 Note -Coping on HW 0.1 Please do not disturb the white Cells & Black FontsCC in Apron 0.1

HYDAULIC DESIGNQ = CIA/36

C - Runoff Coffieient 0.3 Agr. Grassland Forest

I - Rainfall intensity-CM/Hr 9 Sandy 0.29 0.15 0.1A - Area in Hact. 120 Alluvial 0.4 0.35 0.3

Black Cotton 0.5 0.45 0.4

Q= 9 Cum/Sec

C = 11.4 11.4A - Area in SqKm 1.2

Runoff Coffieient for SOIL

Q = CA3/4

Q= 13.07 Cum/Sec

Discharge Max.of both Q= 13.07 Cum/Sec

Depth of Flow(Flood Lift)

1.71

L - Crest Length 20

0.527 Mtr.

Say 0.5 Mtr.

F - Fetch Length in Km 0.5

0.852 Mtr.

Say 0.85 Mtr.

1.35 Mtr.

Say 1.4 Mtr.

STRUCTURAL DESIGNHead Wall

Bottom Width 2.28 Mtr.

Say 2.3 Mtr.Top Width a = b - ( 0.80 x H) 0.6176 Mtr.

a = 0.55 x (H)1/2 0.8Say 0.6 Mtr.

Width of Concrete Bed = b + 0.3 2.6 Mtr.

Head Wall Extenion

Q=CdLh3/2

Cd -Cofficient of discharge for broad crested weir

hf=(Q/C

dL)3/2 h

f=

Free Board - Hf

fb=h

w

hw=0.384(F)1/2+0.763-0.217(F)1/4

hw=

Hf = h + h

w

b = (H+hf)/(p-1)1/2

Length = H + h + 1.00 3.603 Mtr.

Top Width 0.45 Mtr.Bottom Width = 0.45+0.30( H + FreeBoard) 1.5009 Mtr.

Depth of Foundation =1.9+Over Burden 3.1 Mtr.

Length of Apron

C- Bligh's Cofficient=5 5.05 Mtr.Say 5.1 Mtr.

Thickness of Apron

1.08 Mtr.

(Allowed 30 Cms 23Cms Stone Kharanja in CM & 10 Cm CC 1:2:4) 0.30 Mtr.Side Wall

Length= 1.75H+0.75h+0.45 4.50525 Mtr.Adopt Length of Side Wall=Apron 5.1 Mtr.

Height at Head Wall extenion JunctionH+Flood Lift+FreeBoard 3.453 Mtr.

Height at Wing Wall Junction1.50 x Flood Lift 0.75 Mtr.

Top Width 0.45 Mtr.

Bottom Width= 0.45 + 0.30x[(H+FreeBoard)+(1.5xFloodLift)] 1.09 Mtr.

Say 1.1 Mtr.

D/S Wing WallLength =2.25 x Flood Lift 1.13 Mtr.

Length 2.13 Mtr.Top Width 0.45 Mtr.

Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.68 Mtr.Adopt 0.9 Mtr.

Height= 1.50 x Flood Lift 0.75 Mtr.

= 0.696 x C x (H)1/2

t = (H/1.811)1/2

U/S Wing WallLength =2.25 x Flood Lift 1.13 Mtr.

Length 2.13 Mtr.Top Width 0.45 Mtr.

Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.68 Mtr.Adopt 0.9 Mtr.

Height = H+ Flood Lift+ Free Board 3.453 Mtr.

Toe WallTop Width 0.45 Mtr.

Height 0.45 Mtr.Bottom Width= Tw+[0.30 x Ht] 0.59 Mtr.

Adopt 0.6 Mtr.

Depth of Foundation= Thickness of Apron Calculated 1.08 Mtr.

FORCES Vertical Forces Moment at Toe

V H Mr Mo

W1=axHxLxp 2.90 2 5.8

W2=1/2(b-a)xHxLxp 4.111365 1.13 4.65

W3=aXhxLxw 0.6x0.5x1x1 0.3 2 0.6

P1=wxh X H 1x0.5x2.3 1.15 1.0515 1.21

P2=wx(H x H)/2 2.2113045 0.7 1.55

U=CxwHxb/2 -1.209225 1.53 1.85

TOTAL 6.10 3.36 11.05 4.61

CHECK FORMULA VALUES LIMITS REMARKOver Turning 11.05 / 4.61 2.4 >1.5 SAFE

Sliding 0.65x6.10428 / 3.3613045 1.18 >1 SAFE

Stress at Toe (6.10428/2.3)x{1+(6x0.1/2.3)} 3.35 <10 SAFE

Stress at Heel (6.10428/2.3)x{1-(6x0.1/2.3)} 1.96 >0 >0 SAFE

Eccentricity (b/2)-[(∑Mr-∑Mo)/ ∑V] (2.3/2)-(6.44/6.10428) 0.1 <0.38 <b/6 SAFE

105-115

Horizontal Forces Lever arm

from Toe

0.6x2.103x1x2.3

1/2x(2.3-0.6)x2.103x1x2.3

1x(2.103x2.103)/2

0.50x1x2.103x2.3/2

∑Mr / ∑Moµ∑V / ∑H

(∑V/b)x(1+6e/b)(∑V/b)x(1-6e/b)

,fudV fuekZ.k k20 ehVj ¼vkbZMCy;w,eih i0l0 euksgjFkkuk½Location - &

U/S WW PLAN

2.13

3.00

20.000.60

2.30

8.10 3.60

Side Wall HWE

APRON 5.10

0.45

D/S WW

2.13

0.60 0.45

69

0.45 Work CODE

0

3.453

1.10

1.90

0.15 CC

X-Side Wall

116

Estimate No. 13

,fudV fuekZ.k 25 ehVj ¼vkbZMCy;w,eih i0l0 euksgjFkkuk½ Work CODE

yEckbZ & 25.00 ehVj ÅapkbZ & 2.08 0

Location - &S.No. Item No. L B H Qty. Amount

2¼n½ 1

(a) Ordinary Rock

NREGS-L 125 HW1x25x(2.7+0.45)x1.86 146.475 cu.m

Other-L 131 COT 0.000 cu.m

Total- 131 SideWall with US 2x8x1.2x1.86 35.712 cu.m

WW-US-1 1x2.58x1.2x1.86 5.759 cu.m

WW-US-21x2.58x1.2x1.86 5.759 cu.m

WW-DS-11x2.58x0.9x1.2 2.786 cu.m

WW-DS-2 1x2.58x0.9x1.2 2.786 cu.m

HWE 2x3.775x1.5525x(3.06+2.075) 60.189 cu.m

HWE-2 0x2.1x0.9x0.9 0.000 cu.m

Apron 1x25x5x0 0.000 cu.m

TW 1x25x0.6x1.07 16.050 cu.m

Hard soil + Hard Rock Total 275.516 cu.m

Labour @ Rs. 132 Cu.m. Labour 36368.11

@Rs. 132 Cu.m. Rs. 36368.11

DETAILED - ESTIMATE (Anicut)

ehVj

Item No. Of GKN-06 Labour

Component

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 Mtr. including taking out the excavated soil as directed within a lead of 50 Mtr.

Note : Add Extra Lift qt.@8/- cum

2

(a) 1 cement : 4sand : 8aggregate

NREGS-L 213 HW 1x25x2.7x0.3 20.250 cu.m

Other-L 231 COT 0.000 cu.m

Total- 1482 SideWall with US 2x8x1.2x0.15 2.880 cu.m

WW-US-1 1x2.58x1.2x0.15 0.464 cu.m

WW-US-2 1x2.58x1.2x0.15 0.464 cu.m

WW-DS-1 1x2.58x0.9x0.15 0.348 cu.m

WW-DS-2 1x2.58x0.9x0.15 0.348 cu.m

HWE 2x3.775x1.5525x0.15 1.758 cu.m

HWE-2 0x2.1x0.9x0.15 0.000 cu.m

Apron 1x25x5x 0.000 cu.m

TW 1x25x0.6x0.15 2.250 cu.m

Total 28.762 cu.m.

Labour @ Rs. 188 Cu.m. Labour 5407.26

@Rs. 1793 Cu.m. Rs. 51570.27

122¼v½

Providing and laying cement concrete including curing compaction etc complete using stone aggregate 40mm nominal size (Crusher broken) in foundation plinth, excluding the cot of shuttering, using.

121 3

NREGS-L 120 HW 1x25x2.4x(1.86-0.3) 93.600 cu.m

Other-L 228 HW-plinth 1x25x2.4x0.3 18.000 cu.m

Total- 1007 SideWall with US

2x8x1.2x(1.86-0.15) 32.832 cu.m

WW-US-1 1x2.58x1.2x(1.86-0.15) 5.294 cu.m

WW-US-2 1x2.58x1.2x(1.86-0.15) 5.294 cu.m

WW-DS-1 1x2.58x0.9x(1.2-0.15) 2.438 cu.m

WW-DS-2 1x2.58x0.9x(1.2-0.15) 2.438 cu.m

HWE 2x3.775x1.5525x(3.06-0.15) 34.109 cu.m

HWE-2 0x2.1x0.9x(0.9-0.15) 0.000 cu.m

TW 1x25x0.6x(1.07-0.15) 13.800 cu.m

Total 207.805 cu.m.

Labour @ Rs. 270.00 Cu.m. Labour 56107.35

@Rs. 1469 Cu.m. Rs. 305265.55

4

NREGS-L 120 HW 1x25x[(0.7+2.4)/2]x2.075 80.406 cu.m.

Other-L 228 SideWall with US 2x8x[(0.45+1.2)/2]x3.625 47.850 cu.m.

Total- 1007 WW-US-1 1x2.58x[(0.45+1.2)/2]x[(3.625+3.625)/2] 7.716 cu.m.

WW-US-2 1x2.58x[(0.45+1.2)/2]x[(3.625+3.625)/2] 7.716 cu.m.

WW-DS-1 1x2.58x[(0.45+0.9)/2]x[(3.625+1.2)/2] 4.201 cu.m

WW-DS-2 1x2.58x[(0.45+0.9)/2]x[(3.625+1.2)/2] 4.201 cu.m

HWE 2x3.775x[(0.45+1.5525)/2]x3.625 27.403 cu.m

HWE-2 0x2.1x[(0.45+0.9)/2]x0.6 0.000 cu.m

TW 1x25x[(0.45+0.6)/2]x0.45 5.906 cu.m

Total 185.399 cu.m

Labour @ Rs. 270.00 Cu.m. Labour 50057.73

@Rs. 1469 Cu.m. Rs. 272351.13

Random Rubble stone masonry for foundation and plinth in cement sand mortar 1 : 6 (1cement : 6 sand) for above 30 cm. thick walls.

Random rubble stone masonry in superstructure up to 4.5Mtr. height above plinth level in cement sand mortar 1 : 6 (1 cement : 6 sand) wall thickness above 30 Cm

5

(a) 25mm ThickHW 1x25x[(1.86-0.3+0.3)+2.075+[Sqrt{(2.075^2)+((2.4-0.7)^2)}]] 165.437 Sq.m.

NREGS-L 13 SideWall with US 2x8x[(1.86-0.15)+3.625] 85.360 Sq.m.

Other-L 42.4 WW-US-1 1x2.58x[(3.625+3.625)/2] 9.353 Sq.m.

Total- 89 WW-US-2 1x2.58x[(3.625+3.625)/2] 9.353 Sq.m.

WW-DS-1 1x2.58x[(3.625+1.2)/2] 6.224 Sq.m.

WW-DS-2 1x2.58x[(3.625+1.2)/2] 6.224 Sq.m.

TW 2x25x0.45 22.500 Sq.m.

HWE-2 2x0x2.1x0.6 0.000 Sq.m.

Total 304.451 Sq.m.

Labour @ Rs. 51.50 Sq.m. Labour 15679.23

@Rs. 111.00 Sq.m. Rs. 33794.06

6

NREGS-L 50Other-L 56 Deduction as per item No.1 -275.516 Cu.m.

Total- 56 Filling in between US & DS W.Walls 2x[8+(8+2.58)]/2x2.23428x3.625 150.484 Cu.m.

Embk-1 US Slope 2.5:1 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m.

Embk-2 25x[(1+4.375)/2]x[(1.5+0)/2] 50.391 Cu.m.

Total -24.250 Cu.m.

Labour @ Rs. 57.00 Cu.m. Labour 0.00

@Rs. 57.00 Cu.m. Rs. 0.00

123 7

(a) 1 cement : 2sand : 4aggregate NREGS-L 183 HW 25x0.7x0.1 1.750 cu.m

Other-L 223.6 Coping [2.58+2.58+2.58+2.58]x0.45x0.05 0.232 cu.m

Total- 2147 SideWall with US 2x8x0.45x0.05 0.360 cu.m

Apron 25x5x0.1 12.500 cu.m

TW 25x0.45x0.1 1.125 cu.m

68¼v½

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished :

119¼v½

Earth Filling including watering ramming consolidation and dressing complete including all.

Providing and laying cement concrete including curing compaction etc complete using stone aggregate 20mm nominal size (crusher broken) in foundation plinth, excluding the cot of shuttering, using.

HWE 2x3.775x0.45x0.05 0.170 cu.m

HWE-2 0x2.1x0.45x0.05 0.000 cu.m

Total 16.137 cu.m.

Labour @ Rs. 236.2 Cu.m. Labour 3811.56

@Rs. 2436 Cu.m. Rs. 39309.73

85 8

NREGS-L 45Other-L 59.4 25x2.019x0.10 5.048 cu.m

Total- 157 25x2.019x0.10 5.048 cu.m

Total 10.095 cu.m

Labour @ Rs. 65.00 Cu.m. Labour 656.18

@Rs. 235.00 Cu.m. Rs. 2372.33

9

as per GKN RatesNREGS-L 32 Apron 25x5 125.000 Sqm

Other-L 68 Total 125.000 Sqm

Total- 194 Labour @ Rs. 82.00 sqm Labour 10250.00

@Rs. 304.00 sqm Rs. 38000.00

10

NREGS-L 100 1x25x0.45x1.86 20.925 cum

Other-L 100Total- 200 Total 20.925 cum

Labour @ Rs. 100.00 Cu.m. Labour 2092.50

@Rs. 200.00 Cu.m. Rs. 4185.00

124 11 RR Dry Stone Pitching of Course Rubble

NREGS-L 50 25x2.02 x 0.23 11.615 cum

Other-L 109.425x2.02 x 0.23 11.615 cum

Total- 469

Total 23.230 cum

Labour @ Rs. 132.50 Cu.m. Labour 3077.98

@Rs. 852.00 Cu.m. Rs. 19791.96

Supply & Spreading quary rubbish under pitching (Item No.-85)

100¼c½

Random rubble stone kharanja under floor in CM 1:6

Filling of Black Cotton Soil with watering & Ramming copmlete in jhiri U/S Side with all lead & lift

46 12

NREGS-L 1 No. of Bars T-Length T-Weight

Other-L 2.8 Anchor Bars 0 0 0 KgsTotal- 55.7 Reinforcement in Apron 8mm dia @0.50 Mtrc/c 0 Kgs

Total 0.000 Kgs

Labour @ Rs. 3.50 Cu.m. Labour 0.00

@Rs. 49.60 Cu.m. Rs. 0.00

1.4285714286 TOTAL Rs. 803008.14Add. 3% Cont. Rs. 24090.24

A- Grand Total Rs. 827098.38B- Labour Rs. 183508.00

C- Add 30% reduction in task as per order of govt. Rs. 0.00D-

Total Cost ( A+ C ) 827098.38

Say Rs. 827000.00LABOUR (B+C) Rs. 183508.00MATERIAL . Rs. 643492.00

Note - 1-Foundation depth should not be more than 1.80 Mtr.

J.En. A.En./ Ex.En.

S/F Anchor Bars of Dia.16mm 1.20 Mtr C/C in zig-zag way from foundation to upto top of Super Structure

2-If sandy(Bajari) strata is available up to 1.8 Mtr Depth than excavate the foundation up to the soil (Loam etc.) .After wards the Site Engineer feels further excavation is required than provide cut off trench.

Note - COST

FORM Please do not disturb the white Cells & Black Fonts 827000.00

Name of Work - ,fudV fuekZ.k 25 ehVj ¼vkbZMCy;w,eih i0l0 euksgjFkkuk½

Gram- AS No.-

GP- Date-

PS- >kykokM+ Amount-

Work CODE -

Location- & River/Nala/W.Weir NALA

Scheme- IWMP TASK Red % COT Required Y/N - N

30 B H 0.6 0.6AREA in Hact. 250 Hact. Over Burden 1.2

Crest Length 25 Mtr. 1 Designed Length 1.58

Height of Anicut 2.075 Mtr. 1 Designed Length 1.58

Plinth Ht. Of HW 0.3 Mtr. 0.45

Fetch Length 0.5 Km TW - Top Width 0.45Density of Masonary-p 2.3 t/cum TW Ht 0.45Depth of Foundation 1.86 Mtr.

Note -

Please do not disturb the white Cells & Black Fonts

Part Nos. Length Fd.W/ Width Fd.D CC-Th. W.Th-Base W.Th-Top SS-H1 SS-H2HW 1 25 2.7 1.86 0.3 2.4 0.7 2.075SideWall with US 2 8 1.2 1.86 0.15 1.2 0.45 3.625

Time of Completetion-

D/S Wing Wall Additional Length

U/S Wing Wall Additional Length

Top Width of Side Wall & W.Wall

WW-US-1 1 2.58 1.2 1.86 0.15 1.2 0.45 3.625 3.625

WW-US-2 1 2.58 1.2 1.86 0.15 1.2 0.45 3.625 3.625

WW-DS-1 1 2.58 0.9 1.2 0.15 0.9 0.45 3.625 1.2WW-DS-2 1 2.58 0.9 1.2 0.15 0.9 0.45 3.625 1.2HWE 2 3.775 1.5525 3.06 0.15 1.5525 0.45 3.625 3.625

HWE-2 0 2.1 0.9 0.9 0.15 0.9 0.45 0.6 0.6Apron 1 25 5 0TW 1 25 0.6 1.07 0.15 0.6 0.45 0.45

Embk-1 US Slope 2.5:1 25 1.875 4.375 1 1.5 0Embk-2 25 1.875 4.375 1 1.5 0Pitching Y/N y COST 827000.00Pitching Thick. 0.23

Coping on WW 0.05 Note -Coping on HW 0.1 Please do not disturb the white Cells & Black FontsCC in Apron 0.1

HYDAULIC DESIGNQ = CIA/36

C - Runoff Coffieient 0.3 Agr. Grassland Forest

I - Rainfall intensity-CM/Hr 9 Sandy 0.29 0.15 0.1A - Area in Hact. 250 Alluvial 0.4 0.35 0.3

Black Cotton 0.5 0.45 0.4

Q= 18.75 Cum/Sec

C = 11.4 11.4A - Area in SqKm 2.5

Q= 22.665 Cum/Sec

Discharge Max.of both Q= 22.665 Cum/Sec

Depth of Flow(Flood Lift)

1.71

L - Crest Length 25

0.655 Mtr.

Say 0.7 Mtr.

F - Fetch Length in Km 0.5

Runoff Coffieient for SOIL

Q = CA3/4

Q=CdLh3/2

Cd -Cofficient of discharge for broad crested weir

hf=(Q/C

dL)3/2 h

f=

Free Board - Hf

fb=h

w

hw=0.384(F)1/2+0.763-0.217(F)1/4

0.852 Mtr.

Say 0.85 Mtr.

1.55 Mtr.

Say 1.6 Mtr.

STRUCTURAL DESIGNHead Wall

Bottom Width 2.43 Mtr.

Say 2.4 Mtr.Top Width a = b - ( 0.80 x H) 0.74 Mtr.

a = 0.55 x (H)1/2 0.79Say 0.7 Mtr.

Width of Concrete Bed = b + 0.3 2.7 Mtr.

Head Wall Extenion

Length = H + h + 1.00 3.775 Mtr.

Top Width 0.45 Mtr.Bottom Width = 0.45+0.30( H + FreeBoard) 1.5525 Mtr.

Depth of Foundation =1.86+Over Burden 3.06 Mtr.

Length of Apron

C- Bligh's Cofficient=5 5.01 Mtr.Say 5 Mtr.

Thickness of Apron

1.07 Mtr.

(Allowed 30 Cms 23Cms Stone Kharanja in CM & 10 Cm CC 1:2:4) 0.30 Mtr.Side Wall

Length= 1.75H+0.75h+0.45 4.60625 Mtr.Adopt Length of Side Wall=Apron 5 Mtr.

Height at Head Wall extenion JunctionH+Flood Lift+FreeBoard 3.625 Mtr.

hw=

Hf = h + h

w

b = (H+hf)/(p-1)1/2

= 0.696 x C x (H)1/2

t = (H/1.811)1/2

Height at Wing Wall Junction1.50 x Flood Lift 1.05 Mtr.

Top Width 0.45 Mtr.

Bottom Width= 0.45 + 0.30x[(H+FreeBoard)+(1.5xFloodLift)] 1.16 Mtr.

Say 1.2 Mtr.

D/S Wing WallLength =2.25 x Flood Lift 1.58 Mtr.

Length 2.58 Mtr.Top Width 0.45 Mtr.

Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.77 Mtr.Adopt 0.9 Mtr.

Height= 1.50 x Flood Lift 1.05 Mtr.

U/S Wing WallLength =2.25 x Flood Lift 1.58 Mtr.

Length 2.58 Mtr.Top Width 0.45 Mtr.

Bottom Width= 0.45+[0.30 x (1.50 x Flood Lift)] 0.77 Mtr.Adopt 0.9 Mtr.

Height = H+ Flood Lift+ Free Board 3.625 Mtr.

Toe WallTop Width 0.45 Mtr.

Height 0.45 Mtr.Bottom Width= Tw+[0.30 x Ht] 0.59 Mtr.

Adopt 0.6 Mtr.

Depth of Foundation= Thickness of Apron Calculated 1.07 Mtr.

FORCES Vertical Forces Moment at Toe

V H Mr Mo

W1=axHxLxp 3.34 2.05 6.85

W2=1/2(b-a)xHxLxp 4.056625 1.13 4.58

W3=aXhxLxw 0.7x0.7x1x1 0.49 2.05 1

P1=wxh X H 1x0.7x2.3 1.61 1.0375 1.67

P2=wx(H x H)/2 2.1528125 0.69 1.49

Horizontal Forces Lever arm

from Toe

0.7x2.075x1x2.3

1/2x(2.4-0.7)x2.075x1x2.3

1x(2.075x2.075)/2

U=CxwHxb/2 -1.245 1.6 1.99

TOTAL 6.64 3.76 12.43 5.15

CHECK FORMULA VALUES LIMITS REMARKOver Turning 12.43 / 5.15 2.41 >1.5 SAFE

Sliding 0.65x6.642375 / 3.7628125 1.15 >1 SAFE

Stress at Toe (6.642375/2.4)x{1+(6x0.1/2.4)} 3.46 <10 SAFE

Stress at Heel (6.642375/2.4)x{1-(6x0.1/2.4)} 2.08 >0 >0 SAFE

Eccentricity (b/2)-[(∑Mr-∑Mo)/ ∑V] (2.4/2)-(7.28/6.642375) 0.1 <0.4 <b/6 SAFE

117-128

0.50x1x2.075x2.4/2

∑Mr / ∑Moµ∑V / ∑H

(∑V/b)x(1+6e/b)(∑V/b)x(1-6e/b)

,fudV fuekZ.k 25 ehVj ¼vkbZMCy;w,eih i0l0 euksgjFkkuk½Location - &

U/S WW PLAN

2.58

3.00

25.000.70

2.40

8.00 3.78

Side Wall HWE

APRON 5.00

0.45

D/S WW

2.58

0.70 0.45

69

0.45 Work CODE

0

3.625

1.20

1.86

0.15 CC

X-Side Wall

129

ESTIMATE No. 14

Name of work :Construction of new talai with wasteweir (DLT)

A Earthwork in excavation in hard soil for bund with initial lead&lift Length 100 TW 2

ITEM Detail Unit RATE Amount

Length Top Width Bottom width Ht/Depth Qty

1 Excavation of earth 100 2.00 11.00 3.00 1950.00 cum 85.00 165750.00

2 Lift (50%) 1 975.00 cum 11.00 10725.00

3 Lead (50%) 1 487.50 cum 33.75 16453.13

Total 192928.13

Total A 192928.13

B Construction of west weir at sideITEM Detail Qty. Unit RATE Amount

No. L B Ht/Depth

1 Head wall1 10.00 0.90 2.00 18.00

Sidewall 2 4.50 0.60 2.00 10.80

Wingwall 2*2 3.00 0.60 1.20 8.64

Toewall 1 10.00 0.60 0.90 5.40

Apron 1 10.00 3.00 0.75 22.50

65.34 cum 92.00 6011.28

2 CC 1:4:8 Headwall 1 10.00 0.90 0.15 1.35

Sidewall 2 4.50 0.60 0.15 0.81

Wingwall 2*2 3.00 0.60 0.15 1.08

Toewall 1 10.00 0.60 0.15 0.90

Apron 1 10.00 3.00 0.15 4.50

69 8.64 cum 2059.00 17789.76

8 Plaster 1*8*0.6+1*8*0.30 7.20 Sqm 145.00 1044.00

Total 24845.04

Total C

TOTAL A+B 217773.17

Add 3% cont. 6533.19495

Grand Total 224306.36

Say 361000130

S. No.

S. No.

Excavation of earth

IWMP Jhalawar-I P.S. Manoharthana Estimate no. 15

ABSTRACT Name of work-Development of Pasture

Area 1 ha

S.NO Name of work Cost per Ha Area (Ha)

1 Construction of Stone wall fencing 1 ha 51700 5 258500

2 Construction of Vegetative Contur Hadge 1 ha 12300 5 61500

3 Plantation of Forest plant 1 ha 42600.00 3 127800

4 108000 1 108000

Total 555800

Say (Lacs) 5.55

131

Total for 10ha

Chokidar for Security(3 Years * 12*1*3000)

ABSTRACT Name of work-Development of Pasture

131

IWMP Jhalawar-I P.S. Manoharthana

Estimate NO. 16Name of Work - Stone wall fancing in pasture

Gram - Gram Panchayat - 1 100

Item Length Width Height Qty Unit rate Amt.

1 100 0.6+0.45/2 1.2 63 Cum 221 13923

2 Supply of Stones 0 0 63 Cum 575 36225

Total 50148.00

3% contigency 1504.44

G.total 51652.44

Say 51700132

S.No

Stone wall fancing with dry stone masonery

IWMP Jhalawar-I P.S. Manoharthana

ESTIMATE NO. 17

Name of work-Construction of V C BGram - G.P.

Length/Hact 1 130 130

S ITEM L B H Qty unit Rate Amt

1 Earth work excavation in hard soil for VCB 130 (1.5+0.6)/2 1.2 163.8 Cum 75 12285

Total 12285.00

Say 12300

133

GBSR a-GBS

R S2¼c½

IWMP Jhalawar-I P.S. ManoharthanaESTIMATE NO. 18

Plantation of Forest Plants in PastureGram - Gram Panchayat -

1 400 no per ha (Spaceing 5*5 mtr)

Item No Unit Rate Amount

1 Lineing work of pits 400 RM 0.25 100

2 Excavation of Pits (Size 45*45*45 cm) Hard Soil 400 No 6.8 2720

3 80 Kg 4 320

4 Cost of Plant (Market Rate) 400 No 4 1600

5 Plantation of Plant 400 No 3.00 1200

6 Transportation of Plants 20 Kms 400 No 0.297 118.8

7 Loading of Plants 400 No 0.34 136

8 4800 No 2.70 12960

9 Dewatering of Plants (24 times) 9600 No 1.80 17280

10 Cost of Insectiside / Pasticide (2 ml / palnt) 400 No 0.45 180

11 Cost of Chemical Fertilizers for Pits (4 times) 1600 No 0.19 304

12 Nirai Gudai Work (12 times) 4800 No 1.20 5760

Total 42678.80

Say 42600.00

BSR No Sr

No BSR No

167

BSR No 112

PWD BSR H1/1.2.3

Cost of Fertilizer (Single super Phasphat / Vermi compost)

BSR No 113

BSR No 177

BSR No -

BSR dz-la- 117

Construction of Thavla Minimum half dia 50 cm (12 times)

BSR dz-la- 115

PWD BSR H2/1.4.5

BSR dz-la-

BSR dz-la- 116

134

Model estimate unit Estimate no. 19

Warmi Composte

So.No Name of work No Length width Hight Qty Unit Rate Amount1 Excavation 6 2 2 2.5 60

Hard soil 1.7 Cum 92 156.40

2 C/C (1:5:10) 6 2 2 1 24

0.68 Cum 1931 1313.08

3 Stone mesonary 6 2 2 1.5 362 16.25 1 1 32.5

(1:6) 2 10 1 1 20Column 6 1.25 1.25 7 65.625

154.125 cuf4.36 Cum 1702 7429.08

5 Plaster 6 5 7 210(1:4) 2 16.25 3 97.5

25 mm 2 10 3 60

367.5 Sqf

34.15 Sqm 145 4951.75

6 Chenal Length Kg/feet Kg

3'' * 1.5'' Angle(1.5"*1.5") 3 20 60 1.25 75 Kg 43.5 3262.506 5.22 31.32 0.9 28.19 Kg 43.5 1226.27

Angle (1"*1") 3 10 30 0.9 27 Kg 43.5 1174.503 8 24 0.35 8.4 Kg 43.5 365.40

7 Cement sheets 14 6 3 252

23.42 Sqm 310 7260.20

8 finising 34.15 Sqm 8.9 303.94

9 color 34.15 Sqm 10.7 365.41

10 Warmi 2 Kg 500 1000

Total 28808.513% 864.26

Total 29672.77

qty as per plaster

qty as per plaster

135 say 29700

Abstruct of cost Warmi compost unit

Project cost

Measures

Sr. no Unit cost Project Contribution Total

60% 40%

1 Unit 29700 17820 11880 29700 Production

say 0.297 0.1782 0.1188 0.297

5.221.5

710

2.52 10

2

20 136

Name of work

Warmi Compost

file:///srv/www/vhosts/online-convert.com/save/queued/b/b/f/bbf0b89214f983d9a3889c2070c2fb6e/i_47147d134251d990.xls

IWMP Jhalawar-I P.S. Manoharthana

CHAPTER - 5

5 Activity wise Total Abstract of CostABSTRACT OF COST ACTIVITY WISE

S.NO ACTIVITY COST

A Preparatory phase activities capacity building trainings & EPA 124.186

B Natural resource management 338.690

C Production measures for Arable land pasture 84.670

D Consolidation Phase 16.934

TOTAL 564.480

E Convergence with NREGA & Agriculture ext.department 0.000

TOTAL 564.480

file:///srv/www/vhosts/online-convert.com/save/queued/b/b/f/bbf0b89214f983d9a3889c2070c2fb6e/i_47147d134251d990.xls

137

Chapter - 6 ANNUAL ACTION PLANComponent Wise & Yearwise Breakup of watershed Activities

Area Unit CostTotal Cost4704 0.12 564.48

(A) Preparatory phase activities capacity building trainings & EPA

Activity

YearwiseTotal 1st year 2nd year 3rd year 4th year 5th year 6th year

% Fin % Fin % Fin % Fin % Fin % Fin % Fin

1 Admn. 10.00 56.448 1.00 5.64 2.00 11.29 2.00 11.29 2.00 11.29 2.00 11.29 1.00 5.64

2 Monitoring 1.00 5.645 0.10 0.56 0.20 1.13 0.20 1.13 0.20 1.13 0.20 1.13 0.10 0.56

3 Evaluation 1.00 5.645 0.00 0.00 0.30 1.69 0.00 0.00 0.35 1.98 0.00 0.00 0.35 1.98

4 EPA 4.00 22.579 4.00 22.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5 I & CB 5.00 28.224 1.00 5.64 1.50 8.47 1.00 5.64 1.00 5.64 0.00 0.00 0.50 2.82

6 DPR 1.00 5.645 1.00 5.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total (A) 22.00 124.19 7.10 40.08 4.00 22.58 3.20 18.06 3.55 20.04 2.20 12.42 1.95 11.01

(B) Natural resource management

Activity Unit no Total cost

Yearwise1st year 2nd year 3rd year 4th year 5th year 6th year

Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin

1 Earhen Check dam with west weir 62 0.278 17.236 12 3.34 12 3.34 14 3.89 12 3.34 12 3.34

2 Field Bunding (100mtr) 12330 0.098 12.083 2400.00 2.35 2400.00 2.35 2630.00 2.58 2500.00 2.45 2400.00 2.35

3 Loose stone check dam 354 0.122 43.188 62 7.56 70 8.54 80 9.76 74 9.03 68 8.30

4 Farm pond 8 0.910 7.280 1 0.91 1 0.91 3 2.73 2 1.82 1 0.91

1 Diverson channal (100mtr) 2500 0.155 3.875 400.00 0.62 400.00 0.62 600.00 0.93 700.00 1.09 400.00 0.62

2 Talai with waste weir 12 3.610 43.320 2 7.22 2 7.22 2 7.22 3 10.83 3 10.83

Drainage line treatment

1 Loose stone check dam 115 0.122 14.030 18 2.20 22 2.68 25 3.05 25 3.05 25 3.05

2 Nalla Bunding (KMtrs) 5.5 1.540 8.470 1.1 1.69 1.1 1.69 1.1 1.69 1.1 1.69 1.1 1.69

3 Retaining Wall 6 2.000 12.000 2 4.00 1 2.00 1 2.00 1 2.00 1 2.00

Unit cost

Conservation measures for arable land

Conservation measures for Non arable land

4 Anicut 10.00 Mtr. 10 5.000 50.000 2 10.00 2 10.00 2 10.00 2 10.00 2 10.00

5 Anicut 15.00 Mtr. 8 6.250 50.000 2 12.50 2 12.50 2 12.50 1 6.25 1 6.25

6 Anicut 20.00 Mtr. 5 6.870 34.350 1 6.87 1 6.87 1 6.87 1 6.87 1 6.87

7 Anicut 25.00 Mtr. 3 8.270 24.810 0 0.00 1 8.27 1 8.27 1 8.27 0 0.00

8 Talai with waste weir 5 3.610 18.050 1 3.61 1 3.61 1 3.61 1 3.61 1 3.61

TOTAL B 338.69 62.87 70.61 75.10 70.29 59.82

1 PRODUCTION MEASURES FOR

17 5.550 38.85 1 5.55 2 11.10 2 11.10 2 11.10 0 0.00

2 Vermi compost 16 0.297 4.75 - - 3 0.89 3 0.89 4 1.19 3 0.89 3 0.89

3 Crop Demostration 1000 0.020 20.00 - - 200 4.00 200 4.00 200 4.00 200 4.00 200 4.00

4 Kitchen Kit (Vegetable) 800 0.006 4.80 - - 180 1.08 180 1.08 180 1.08 180 1.08 80 0.48

III Live Stock

1 Live Stock (Camps) 100 0.050 5.00 - - 20 1.00 20 1.00 20 1.00 20 1.00 20 1.00

2 Breed Improvement 3.260 3.26 - - 0.75 0.75 0.75 0.75 0.26

III Micro Enterprise

38.00 2.00 2.00 2.00 2.00

Total (C) 84.66 15.27 20.82 21.12 20.82 6.63

(D) Consolidation Phase 16.93 16.93

Grand Total 564.48 40.08 100.72 109.49 116.26 103.53 94.39

PRODUCTION MEASURES FOR ARABLE LAND (05 HA)

Livelihood Activities for BPL & Land Less Farmers

( E) Convergence with NREGA & Agriculture ext. & Horticulture Department

Activity No.

Yearwise

1st year 2nd year 3rd year 4th year 5th year 6th year

Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin

Agriculture ext.department

1 Drip irragation 25 0.70 17.50 5 3.50 5 3.50 5 3.50 5 3.50 5 3.50

2 Farm Pond 8 0.4 3.20 2 0.80 2 0.80 2 0.80 2 0.80 0 0.00

3 16 0.07 1.12 4 0.28 4 0.28 4 0.28 2 0.14 2 0.14

Total (A) 21.82 4.58 4.58 4.58 4.44 3.64

MG NREGA

1 Nadi Excavation & Pitching 25 4 100.00 5 20.00 5 20.00 5 20.00 5 20.00 5 20.00

2 Category IV 32 0.5 16.00 8 4.00 8 4.00 8 4.00 8 4.00 0.00

Total (B) 116.00 24.00 24.00 24.00 24.00 20.00

Total ( A + B ) 137.82 28.58 28.58 28.58 28.44 23.64

Grand Total 159.64 33.16 33.16 33.16 32.88 27.28

138-140

Unit cost

Total cost

Horticultural Plantation on private land

CHAPTER - 7 PROJECT OUTCOMESProject outcomes Project outcomes

7.1 Run Off Tapepd 7.2 Increaseing of Water Level IWMP IWMP

Run of Tapped Water Level

Tapped Run OffAt bigining After treatment

Tapped Run OffAt bigining After treatment

85500 535500 10-12 8-10

141

CHAPTER - 7 PROJECT OUTCOMES

Project outcomes7.3 HORTICULOTURE

IWMP

Area Graph

Horti. Area (ha)At bigining After treatment

22 26

142

Project outcomes Project outcomes7.4 Milk Production (Live Stock) 7.5 Average Income Per Family

IWMP IWMP

Milk Income

Ltr./ YearAt bigining After treatment

Rs./ MonthAt bigining After treatment

2385 3000 1200 2000

143

At bigining After treatment

0

200

400

600

800

1000

1200

1400

1600

1800

2000

Rs./ Month

Chapter VIII year wise BreakupComponent Wise & Yearwise Breakup of watershed Activities

Area Unit CostTotal Cost4704 0.12 564.48

(A) Preparatory phase activities capacity building trainings & EPA

Activity

YearwiseTotal 1st year 2nd year 3rd year 4th year 5th year 6th year

% Fin % Fin % Fin % Fin % Fin % Fin % Fin

1 Admn. 10.00 56.448 1.00 5.64 2.00 11.29 2.00 11.29 2.00 11.29 2.00 11.29 1.00 5.64

2 Monitoring 1.00 5.645 0.10 0.56 0.20 1.13 0.20 1.13 0.20 1.13 0.20 1.13 0.10 0.56

3 Evaluation 1.00 5.645 0.00 0.00 0.30 1.69 0.00 0.00 0.35 1.98 0.00 0.00 0.35 1.98

4 EPA 4.00 22.579 4.00 22.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5 I & CB 5.00 28.224 1.00 5.64 1.50 8.47 1.00 5.64 1.00 5.64 0.00 0.00 0.50 2.82

6 DPR 1.00 5.645 1.00 5.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total (A) 22.00 124.186 7.10 40.08 4.00 22.58 3.20 18.06 3.55 20.04 2.20 12.42 1.95 11.01

(B) Natural resource management

Activity Unit no Total cost

Yearwise1st year 2nd year 3rd year 4th year 5th year 6th year

Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin

1 Earhen Check dam with west weir 62 0.278 17.236 12 3.34 12 3.34 14 3.89 12 3.34 12 3.34

2 Field Bunding (100mtr) 12330 0.098 12.083 2400 2.35 2400 2.35 2630 2.58 2500 2.45 2400 2.35

3 Loose stone check dam 354 0.122 43.188 62 7.56 70 8.54 80 9.76 74 9.03 68 8.30

4 Farm pond 8 0.910 7.280 1 0.91 1 0.91 3 2.73 2 1.82 1 0.91

###

1 Diverson channal (100mtr) 2500 0.155 3.875 400 0.62 400 0.62 600 0.93 700 1.09 400 0.62

2 Talai with waste weir 12 3.610 43.320 2 7.22 2 7.22 2 7.22 3 10.83 3 10.83

Drainage line treatment ###

1 Loose stone check dam 115 0.122 14.030 18 2.20 22 2.68 25 3.05 25 3.05 25 3.05

2 Nalla Bunding (KMtrs) 5.5 1.540 8.470 1.1 1.69 1.1 1.69 1.1 1.69 1.1 1.69 1.1 1.69

Unit cost

Conservation measures for arable land

Conservation measures for Non arable land

3 Retaining Wall 6 2.000 12.000 2 4.00 1 2.00 1 2.00 1 2.00 1 2.00

4 Anicut 10.00 Mtr. 10 5.000 50.000 2 10.00 2 10.00 2 10.00 2 10.00 2 10.00

5 Anicut 15.00 Mtr. 8 6.250 50.000 2 12.50 2 12.50 2 12.50 1 6.25 1 6.25

6 Anicut 20.00 Mtr. 5 6.870 34.350 1 6.87 1 6.87 1 6.87 1 6.87 1 6.87

7 Anicut 25.00 Mtr. 3 8.270 24.810 0 0.00 1 8.27 1 8.27 1 8.27 0 0.00

8 Talai with waste weir 5 3.610 18.050 1 3.61 1 3.61 1 3.61 1 3.61 1 3.61

TOTAL B 338.69 62.87 70.61 75.10 70.29 59.82

1 PRODUCTION MEASURES FOR ###

1 4

9.990

39.96 1 9.99 1 9.99 1 9.99 1 9.99 0 0.00

2 Vermi compost 16 0.297 4.75 - - 3 0.89 3 0.89 4 1.19 3 0.89 3 0.89

3 Crop Demostration 1000 0.020 20.00 - - 200 4.00 200 4.00 200 4.00 200 4.00 200 4.00

4 Kitchen Kit (Vegetable) 800 0.006 4.80 - - 180 1.08 180 1.08 180 1.08 180 1.08 80 0.48

III Live Stock ###

1 Live Stock (Camps) 80 0.050 4.00 - - 16 0.80 16 0.80 16 0.80 16 0.80 16 0.80

2 Breed Improvement 3.160 3.16 - - 0.75 0.75 0.75 0.75 0.16

III Micro Enterprise ###

3 8.00 2.00 2.00 2.00 2.00 ###

Total (C) 84.67 19.51 19.51 19.81 19.51 6.33

(D) Consolidation Phase 16.934 16.934

Grand Total 564.48 40.08 104.96 108.18 114.95 102.22 94.09

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PRODUCTION MEASURES FOR ARABLE LAND (10 HA)

Livelihood Activities for BPL & Land Less Farmers

( E) Convergence with NREGA & Agriculture ext. & Horticulture Department

Activity no

Yearwise

1st year 2nd year 3rd year 4th year 5th year 6th year

Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin Phy Fin

Agriculture ext.department

1 Drip irragation 25 0.70 17.50 5 3.50 5 3.50 5 3.50 5 3.50 5 3.50

2 Farm Pond 8 0.4 3.20 2 0.80 2 0.80 2 0.80 2 0.80 0 0.00

3 16 0.07 1.12 4 0.28 4 0.28 4 0.28 2 0.14 2 0.14

Total (A) 21.82 4.58 4.58 4.58 4.44 3.64

MG NREGA

1 25 4 100.00 5 20.00 5 20.00 5 20.00 5 20.00 5 20.00

2 Category IV 32 0.5 16.00 8 4.00 8 4.00 8 4.00 8 4.00 0.00

Total (B) 116.00 24.00 24.00 24.00 24.00 20.00

Total ( A + B ) 137.82 28.58 28.58 28.58 28.44 23.64

Grand Total 137.82 0.00 28.58 28.58 28.58 28.44 23.64

133

Unit cost

Total cost

Horticultural Plantation on private land

Nadi Excavation & Paj making

CHAPTER - 7Details of Entry Point Activity :-Entry Point Activity :- IWMP Jhalawar - I (Manoharthana)

Gram Panchayat Village Activity (As per Gram Sabha Demand) Expected Outcome

Chandipur

Chandipur, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Pacheta, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Battukheri, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Jawar

Sadla, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Jatawa, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

NaganiyaKheri, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Kherkhera

Kherkhera, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Tandi Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Prativipura, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Taklon, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Dhanwas, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Dabbeh Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Semlabeh, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Dhamdhar, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Ladpuria, Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

Shorti Barubeh. Solar Lights & Hand pumap Villager's are happy & they Trusting on us.

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