1. Water Resources – Minor Irrigation

Block-wise categorization of overexploited, critical, semi-critical and saline blocks – Gujarat

1. The state is underlain by diverse rock types of different geological ages from Pre- Cambrian to Recent. As much as 60 % of the State is underlain by hard rock and rest by soft rock / alluvium formations. In hard rock areas, the ground water is tapped mostly through dug wells constructed in the weathered zone. Dug cum bore wells and deep bore wells are common for irrigation. In alluvium & soft rock areas, deep tube wells are common for both irrigation and domestic usage. The yield of open (dug) wells varies from 2 to 10 m3/day, whereas that of tube wells ranges from less than 10 to 100m3/day.2. The assessment of ground water resources has been carried out Taluk-wise. As per the report on Dynamic Ground Water Resources of India, 2017, published by CGWB in July 2019, total Annual Groundwater Recharge of the State has been assessed as 22.37bcm and Annual Extractable Ground Water Resources as 21.25bcm. The Annual Ground Water extraction has been assessed as 13.58 bcm and Stage of Ground Water extraction as 64%. Out of 248 assessment units (there is an increase of assessment units from 223 in 2013 to 248 during 2017 assessment), 25 talukas have been categorized as ‘Over- exploited’, 5 as ‘Critical’, 11 as ‘Semi-Critical’, 194 as ‘Safe’ and there are 13 saline talukas in the state. There is increase in saline blocks from 10 in 2013 to 13 at present.3. Status of categorization of blocks into Semi-Critical, Critical, Over Exploited and Saline Blocks is given in the Annexure 1.4. The rates of the ground water extraction structures and ancillaries/ equipment’s, the cost norms are indicative and in absence of any specific field studies, bank may obtain specific quotations while deciding about financing these investments. The Operational Guidelines for Pradhan Mantri Krishi Sinchai Yojana(PMKSY) Har Khet Ko Pani (HKKP) – Ground Water Irrigation need to take into account while financing these investments. Similarly, the state specific cost norms fixed by GGRC under PMKSY for micro irrigation investment activities may be considered while deciding on quantum of finance.
As per GoI methodology adopted for the assessment, for the purpose of categorization, long term water table movement trends (Pre and Post Monsoon) are considered. As per Central Ground Water Board’s latest available data for West Central Region, 2017, the details of block wise categorization of overexploited, critical, semi-critical and saline are as under.

A) Categorization of Blocks As Semi-Critical, Critical and over exploited
Categorization of Assessment Units,2017
GUJARAT
Sr.No.	District	Sr.No.	Semi Critical	Sr.No.	Critical	Sr.No.	Over Exploited
1	Ahmedabad	1	Ahmedabad City& Daskroi
		2	Detroj – Rampura
		3	Dholka
		4	Viramgam
2	Banaskantha			1	Palanpur	1	Deesa
						2	Deodhar
						3	Dhanera
						4	Kankrej
						5	Lakhani
						6	Tharad
						7	Vadgam
3	Gandhinagar					1	Dehgam
						2	Gandhinagr
						3	Kalol
						4	Mansa
4	Kachchh	1	Nakhtrana	1	Anjar	1	Bhachau
4	Kachchh			2	Bhuj	2	Mandvi
5	Mehsana			3	Vadnagar	1	Becharaji
						2	Jotana
						3	Kadi
						4	Kheralu
						5	Mehsana
						6	Satlasna
						7	Unja
						8	Vijapur
						9	Visnagar
6	Patan			1	Sarasvati (Patan)	1	Chanasma
						2	Patan
						3	Sidhpur
7	Porbandar	1	Porbandar
8	Sabarkantha	1	Idar
		2	Prantij
		3	Talod
		4	Vadali
9	Vadodara	1	Vadodara

B) Status of Saline Blocks
Quality Problems in Assessment of Units, 2017
GUJARAT
Sr.No.	District	Sr.No.	Fluoride	Sr.No	Arsenic	Sr. No.
1	Ahmedabad				1	Dhandhuka ( C)
					2	Dholera ( C)
2	Banaskantha				1	Bhabhar ( C )
					2	Suigam( C)
					3	Vav ( C)
3	Kachchh				1	Gandhidham ( C )
4	Morbi				1	Maliya ( C)
5	Patan				1	Harij ( C)
					2	Radhanpur ( C )
					3	Sami ( C )
					4	Sankheswar ( C )
					5	santalpur ( C )
6	Surendranagar				1	Lakhtar ( C )

Abstract
Total No. of Assessed Units			Fluoride		Arsenic	Salinity
248			Nil		Nil	13

District which are having all safe blocks are not mentioned in the list

II) Estimate for Shallow Tube Well – Depth 75 meters

Description: Construction of 162 mm Dia and 75 Mtrs Depth Tube well by DTH Rig in Hard rock formation viz. Granite, Basalt, and Quartz etc. inclusive of Air Compressor.

No.	Qty.	Unit	Item	Rate per Unit inRs.	Add 1% Labour	Amount Rs.
1	2	3	4	5	6	7 (2 x 6)
A			Drilling by DTH rig in Hard, rocky formation viz. Granite, Basalt, Quartzetc. inclusive of Air Comp.
		[1]	Drilling in overburden 400 mm dia
	6	mtr	0.00 to 6.00 mtr	769.00	777.00	4660.00
		[2]	Drilling by DTH rig in Hard rockyFormation 162 mm dia (61/2″)
	54	mtr	6.00 to 60.00 mtr	332.00	335.00	18107.00
	60	mtr	60.00 to 75.00 mtr	85.00	85.00	5091.00
B			Casing, pipe fitting and lowering
	7	mtr	0.00 to 6.00 meters (220 Dia pipe) +(1 Mtr A.G.L per Tw)	5.00	5.00	38.00
	1	Job	Cement Grouting	600.00	606.00	606.00
	5	Hrs	Pump Test	1516.00	1531.00	7655.00
C			Material
	7	Mtr	220 m.m. N.B.M.S. plain pipe (5.4 mm)	1630.00	1646.00	11524.00
	1	No	Inverted Reducer 220/273 mm dia (350mm)length &5.40 mm thickness	1650.00	1667.00	1666.00
D			Miscellaneous
	1	No	M.S. Well Top suitable for 220 mm (8″) dia O.D	680.00	687.00	687.00
	1	No	*M.S. Coupling 220 mm O.D. Pipe15010mm (LengthWall Thickness)*	1160.00	1172.00	1172.00
	1	No	M.S. Clamp 220 mm O.D. pipe 700 mm100mm 16 mm (Length* Thicknes*Width)	1525.00	1540.00	1540.00
	0	No	*M.S. Pipe support (Chapla) for 220 mmdia N.B. Pipe 1501008 mm*	64.00	65.00	65.00
E	1	Job	Transportation Charges	8500.00		8500.00
F	1	Job	Cost of Chemical Analysis			1300.00
			Total Rs.			62,548.00
			ADD : 17.85% Contigency/OverheadCharges			11,165.00
			Total			73,713.00
			(Say)			75,000.00

III)-A Estimate for Shallow Tube Well – Depth 150 meters

Description: Construction of 162 mm Dia and 150 Mtrs Depth Tube well by DTH Rig in Hard rock formation viz. Granite, Basalt, Quartz etc. inclusive of Air Compressor

No.	Qty.	Unit	Item	Rate per Unit inRs.	Add 1% Labour	Amount in Rs
1	2	3	4	5	6	7 (2 x 6)
A			Drilling by DTH rig in Hard, rocky formation viz. Granite, Basalt, Quartzetc. inclusive of Air Comp.
		[1]	Drilling in overburden 400 mm dia
	6	mtr	0.00 to 6.00 mtr	769.00	777.00	4660.00
		[2]	Drilling by DTH rig in Hard rockyFormation 162 mm dia (61/2″)
	54	mtr	6.00 to 60.00 mtr	332.00	335.00	18107.00
	60	mtr	60.00 to 120.00 mtr	339.00	342.00	20543.00
	30	mtr	120.00 to 150.00 mtr	356.00	350.00	10,787.00
B			Casing, pipe fitting and lowering
	7	mtr	0.00 to 6.00 meters (220 Dia pipe) + (1 Mtr A.G.L per Tw)	3.00	3.00	22.00
	1	Job	Cement Grouting	600.00	606.00	606.00
	5	Hrs	Pump Test	1516.00	1531.00	7656.00
C			Material
	7			1630.00	1646.00	11524.00
		Mtr	220 m.m. N.B.M.S. plain pipe (5.4 mm)
	1	No	Inverted Reducer 220/273 mm dia (350 mm)length &	1650.00	1667.00	1667.00
			5.40 mm thickness
D			Miscellaneous
	1	No	M.S. Well Top suitable for 220 mm (8″)dia O.D	680.00	687.00	687.00
	1	No	*M.S. Coupling 220 mm O.D. Pipe 15010mm (LengthWall Thickness)*	1160.00	1172.00	1172.00
	1	No	M.S. Clamp 220 mm O.D. pipe 700 mm100mm 16 mm (Length* Thicknes*Width)	1525.00	1540.00	1,540.00
	0	No	*M.S. Pipe support (Chapla) for 220 mmdia N.B. Pipe 1501008 mm*	64.00	65.00	65.00
E	1	Job	Transportation Charges	8500.00		8,500.00
F	1	Job	Cost of Chemical Analysis			1300
			Total Rs.			88,770.00
			ADD : 17.85% Contigency/Overhead Charges			1,5846.00
			Total			1,0,4616.00
			(Say)			1,05,000.00

III)-B Estimate for Shallow Tube Well – Depth 150 meters in Alluvial Area

No	Item	Rate per Unit (Rs.)	Total Cost (Rs.)
1	Drilling Charges – 150 m	500.00	75,000.00
2	Casing Pipe – 35m	1,100.00	38,500.00
3	Labour Charges for casing, well development, gravel packing etc. (LS)		32,000.00
	Total		1,45,500.00

IV Cost of Pumpset

Shallow tube well

Sr. No.	Capacity (HP)	Diameter of Pump	Cost (Rs.)
1	7	6″	38,400.00
2	12.5	6″	51,900.00
3	15	6″	50,800.00
4	25	6″	64,900.00

Deep tube well
Sr. No.	Capacity (HP)	Diameter of Pump	Cost (Rs.)
1	35	6″	1,03,800.00
2	60	6″	1,54,500.00
3	75	6″	1,84,500.00

(Source: GGRC)

V Estimate for Deep Tube Well – Depth 240 meters with M.S. Slotted Pipe

Description: Drilling by Direct Rotary method in all types of stratas except Hard, Soft Rocky formation and gravel & boulder formation including pipe lowering, gravel packing, air compressor and Pump testing satisfactory.

Quantity	Item	Diameter of Holes	Rate in Rs./ Mtr.	Amount Rs.
	From…………………. to
	(A) Drilling
60 Mtr	0 to 60 meters	400 m.m dia.	925.00	55,500.00
60 Mtr	61 to 120 meters	400 m.m dia.	816.00	48,960.00
60 Mtr	121 to 180 metres	400 m.m dia.	787.00	47,220.00
60 Mtr	181 to 240 meters	400 m.m dia.	795.00	47,700.00
	(B) Lowering of Pipe
60 Mtr	0 to 60 meters	200 m.m dia.	7.00	410.00
	61 to 120 meters	200 m.m dia.	10.00	593.00
	121 to 180 meters	200 m.m dia.	16.00	970.00
	181 to 240 meters	200 m.m dia.	21.00	1,289.00
	(C) Gravel
27 CMT	Gravel		2,032.00	54,864.00
27 CMT	Gravel Packing		149.00	4,023.00
10 Hrs	(D) Air Compressor		2,827.00	28,270.00
15 Hrs	(E) Pump Test		1,743.00	26,145.00
	(F) Cost of materials
160 Mtr	220 m.m M.S. Plain pipe		1,608.00	2,57,280.00
80 Mtr	220 m.m M.S. Slotted pipes (1/8)”		1,752.00	1,40,160.00
1 Set	Cost of pipe accessories :		L.S	20,000.00
1 Job	(G) Cost of Electro Logging		L.S	15,000.00
1 Job	(H) Cost of Chemical Analysis		L.S	10,000.00
			Total :	7,58,384.00
			Say:	7,60,000.00

VI) Estimate for Deep Tube Well – Depth 240 meters with PVC Pipe

Description: Drilling by Direct Rotary method in all types of strata except Hard, Soft Rocky formation and gravel & boulder formation including pipe lowering, gravel packing, air compressor and Pump testing satisfactory

Quantity	Item	Diameter of Holes	Rate in Rs./ Mtr	Amount in Rs.
	From…………………. to
	(A) Drilling
60 Mtr	0 to 60 meters	400 m.m dia.	925.00	55,500.00
60 Mtr	61 to 120 meters	400 m.m dia.	816.00	48,960.00
60 Mtr	121 to 180 metres	400 m.m dia.	787.00	47,220.00
60 Mtr	181 to 240 meters	400 m.m dia.	795.00	47,700.00
	(B) Lowering of Pipe
60 Mtr	0 to 60 meters	200 m.m dia.	7.00	410.00
	61 to 120 meters	200 m.m dia.	10.00	593.00
	121 to 180 meters	200 m.m dia.	16.00	970.00
	181 to 240 meters	200 m.m dia.	21.00	1,289.00
	(C) Gravel
27 CMT	Gravel		2,032.00	54,864.00
27 CMT	Gravel Packing		149.00	4,023.00
10 Hrs	(D) Air Compressor		2,827.00	28,270.00
15 Hrs	(E) Pump Test		1,743.00	26,145.00
	(F) Cost of materials
160 Mtr	220 m.m M.S. Plain pipe		1,001.00	16,01,600.00
80 Mtr	220 m.m M.S. Slotted pipes (1/8)”		1,150.00	92,000.00
1 Set	Cost of pipe accessories :		L.S	20,000.00
1 Job	(G) Cost of Electro Logging		L.S	15,000.00
1 Job	(H) Cost of Chemical Analysis		L.S	10,000.00
			Total :	6,13,104.00
			Say	6,15,000.00

VII) Unit Cost of Dug Well in Alluvial Region (2.5m X 20 m)

Sr. No	Qty	Unit	Item	Rate per Unit (Cu.m)	Amount Rs.
1			Excavation for well in top soils including removing and spreading the excavated stuff as directed with lead upto 50 mt.
2	13.5	Cum.	For depth 0.00-1.50mt.	126	1,701.00
	13.5	Cum.	For depth 1.50-3.0mt.	138	1,863.00
	12	Cum.	For depth 3.00-4.50mt.	153	1,836.00
	12	Cum.	For depth 4.50-6.0mt.	169	2,028.00
	10.5	Cum.	For depth 6.00-7.50mt	187	1,964.00
	10.5	Cum.	For depth 7.50-9.00mt	207	2,174.00
	9	Cum.	For depth 9.00-10.50mt	229	2,061.00
	9	Cum.	For depth 10.5-12mt	255	2,295.00
	7.5	Cum.	For depth 12-13.50mt	280	2,100.00
	7.5	Cum.	For depth 13.50 to 15mt	305	2,288.00
	6	Cum.	For depth 15-16.50mt	330	1,980.00
	6	Cum.	For depth 16.50-18mt	350	2,100.00
	4.5	Cum.	For depth 18-19.50mt	371	1,670.00
	1.25	Cum.	For depth 19.50-20 mt	391	489.00
	97.5	Cum.	Brick masonry in cement mortar 1:4 for Parapet Wall above ground level upto0.70 mt complete.	1150	1,12,125.00
3		L.S.	Dewatering		6,000.00
				Total	1,44,674.00
				Say	1,45,000.00

VIII) Unit Cost of Dug Well in Hard Rock areas of Saurashtra Region (4m X 20 m Dimension)

Sr.No.	Qty	Unit	Item	Rate per Unit (Cu.m)	Amount Rs.
1			Excavation for well in all soils including hard murrum and removing and spreading the excavated stuff as directed with lead upto 50 mt.
	29.44	Cum.	For depth 0.00-1.50mt.	649	19,106.00
	29.44	Cum.	For depth 1.50-3.0mt.	665	19,578.00
2			Excavation for well in disintegrated rock or soft rock including removing and spreading the excavated stuff as directed with lead upto 90 mt.
	18.84	Cum.	For depth 3.00-4.50mt.	680	12,811.00
	18.84	Cum.	For depth 4.50-6.0mt.	696	13,113.00
	18.84	Cum.	For depth 6.00-7.50mt	714	13,452.00
	18.84	Cum.	For depth 7.50-9.00mt	736	13,866.00
	18.84	Cum.	For depth 9.00-10.50mt	767	14,450.00
	18.84		For depth 10.5-12mt	799	15,053.00
	18.84		For depth 12-13.50mt	831	15,656.00
	18.84		For depth 13.50 to 15mt	864	16,278.00
	18.84		For depth 15-16.50mt	896	16,881.00
	18.84		For depth 16.50-18mt	928	17,484.00
	18.84	Cum.	For depth 18-19.50mt	961	18,105.00
	6.28	Cum.	For depth 19.50-20 mt	166	1,042.00
3			Uncoursed rubble masonry with hard stone of approved quality in cement mortar 1:6 (1 cement and 6 course sand) for well staining aboveground level upto 0.70 mt complet.
	5	Cum.	upto 1.50 mt above or below G.L.	1250	6,250.00
	5	Cum.	For depth 1.50-3.0mt.	1350	6,750.00
	3.34	Cum.	Parapet Wall Construction(1mtr.AGL.)	1160	3,874.00
			Use of 20% usable material available from excavate of hard rock.	140	3,400.00
			Dewatering		5,000.00
			TOTAL		2,32,150.00
			SAY		2,32,000.00

IX) Unit Cost of Dug Well in Hard Rock areas of South Gujarat Region (4m X15m Dimension)

Sr.No.	Qty	Unit	Item	Rate perUnit (Cu.m)	Amount Rs.
1			Excavation for well in all soils including hard murrum and removing and spreading the excavated stuff as directedwith lead upto 50 mt.
	29.44	Cum.	For depth 0.00-1.50mt.	649	19,107.00
	29.44	Cum.	For depth 1.50-3.0mt.	665	19,578.00
2			Excavation for well in disintegrated rock or soft rock including removing and spreading the excavated stuff as directedwith lead upto 90 mt.
	18.84	Cum.	For depth 3.00-4.50mt.	680	12,811.00
	18.84	Cum.	For depth 4.50-6.0mt.	696	13,113.00
	18.84	Cum.	For depth 6.00-7.50mt	714	13,452.00
	18.84	Cum.	For depth 7.50-9.00mt	736	13,866.00
	18.84	Cum.	For depth 9.00-10.50mt	767	14,450.00
	18.84	Cum.	For depth 10.5-12mt	799	15,053.00
	18.84	Cum.	For depth 12-13.50mt	831	15,656.00
	18.84	Cum.	For depth 13.50 to 15mt	864	16,278.00
3			Uncoursed rubble masonry with hard stone of approved quality in cement mortar 1 :6 (1 cement and 6 coursesand) for well staining above ground level upto 0.70 mt complet.
	5	Cum.	upto 1.50 mt above or below G.L.	1825	9,125.00
	5	Cum.	For depth 1.50-3.0mt.	1925	9,625.00
	3.34	Cum.	Parapet Wall Construction (1mtr.AGL.)	1700	5,678.00
			Use of 20% usable material available from excavate of hard rock	140	3,375.00
			Dewatering		4,700.00
			TOTAL		1,85,866.00
			SAY		1,85,000.00

X – Drip Irrigation System

A Hectare plot with plant spacing 6 x 6 Meter

Sr. No.	Item	Qty.	Amount Rs.
1	PVC pipe 63mm dia (4kg/cm.sq.)	54 mtr	2,392.00
2	PVC pipe 50mm dia (6kg/cm.sq.)	102 mtr	4,226.00
3	LLDPE lateral 16mm dia	1760 mtr	13,200.00
4	Dripper 4/8 LPH	1150 No.	3,508.00
5	Micro Tube 6mm dia	890 mtr	3,578.00
6	Control Valve	1 No.	1,260.00
7	Flush valve	1 No.	145.00
8	Ventury	1 Set	2,757.00
9	Screen filter 10m.cube/Hr.	1 No.	1,922.00
10	By pass assembly	1 No.	1,556.00
			34,544.00
	Fitting & accessories 10%		3,454.00
		G. Total	37,998.00
		Say :	38,000.00

Sr. No.	Item	Qty.	Amount Rs.
1	PVC pipe 63mm dia (4kg/cm.sq.)	54 mtr	2,392.00
2	PVC pipe 50mm dia (6kg/cm.sq.)	102 mtr	4,226.00
3	LLDPE lateral 16mm dia	1760 mtr	13,200.00
4	Dripper 4/8 LPH	1150 No.	3,508.00
5	Micro Tube 6mm dia	890 mtr	3,578.00
6	Control Valve	1 No.	1,260.00
7	Flush valve	1 No.	145.00
8	Ventury	1 Set	2,757.00
9	Screen filter 10m.cube/Hr.	1 No.	1,922.00
10	By pass assembly	1 No.	1,556.00
			34,544.00
	Fitting & accessories 10%		3,454.00
		G. Total	37,998.00
		Say :	38,000.00

Note: Above Prices are exclusive of GST/ other taxes wherever applicable.

The above-mentioned material requirement is indicative and is subject to variation depending upon the size and shape of the field.

B – Hectare plot with different plant spacing (Lateral size 12 mm) (Excluding Sump Cost)

Sr. No		Plant Spacing (Metres)		Unit Cost (Rs.) (w.e.f. 19.11.18)
1		12 x 12		17,046.00
2		10 x 10		18,344.00
3		9 x 9		19,173.00
4		8 x 8		24,065.00
5		6 x 6		27,847.00
6		5 x 5		30,017.00
7		4 x 4		30,398.00
8		3 x 3		36,481.00
9		2.5 x 0.6		48,981.00
10		2 x 0.6		56,950.00
11		1.8 x 0.6		61,076.00
12		1.5 x 0.6		69,421.00
13		1.2 x 0.6		83,258.00
14		1 x 0.6		99,385.00
(Source: GGRC)
X Drip Irrigation System
C	1 Hectare plot with different plant spacing (Lateral size 16 mm) (Excluding Sump Cost)
Sr. No	Plant Spacing (Metres)		Unit Cost (Rs.) (w.e.f. 19.11.18)
1	12 x 12		19,069.00
2	10 x 10		20,771.00
3	9 x 9		21,877.00
4	8 x 8		27,099.00
5	6 x 6		31,892.00
6	5 x 5		34,885.00
7	4 x 4		36,467.00
8	3 x 3		44,573.00
9	2.5 x 0.6		57,266.00
10	2 x 0.6		66,965.00
11	1.8 x 0.6		72,744.00
12	1.5 x 0.6		83,288.00
13	1.2 x 0.6		1,00,557.00
14	1 x 0.6		1,20,161.00
(Source: GGRC)

Unit Cost for Mini (Impact) Sprinkler Irrigation System
D	1 Hectare plot with different plant spacing (Lateral size 25 mm) (Excluding Sump Cost)
Sr.No	Plant Spacing (Metres)	Unit Cost (Rs.)(w.e.f. 21.09.18)
1	11 x 11	49,400.00
2	10 x 10	53,868.00
3	9 x 9	60,994.00
4	8 x 8	65,514.00
5	7.5 x 7.5	73,095.00

E	1 Hectare plot with different plant spacing (Lateral size 32 mm) (Excluding Sump Cost)
Sr. No	Plant Spacing (Metres)	Unit Cost (Rs.) (w.e.f. 21.09.18)
1	11 x 11	57,812.00
2	10 x 10	63,116.00
3	9 x 9	71,268.00
4	8 x 8	77,069.00
5	7.5 x 7.5	85,419.00
(Source: GGRC)
	Porous pipe based Micro Irrigation System
F 1 Hectare plot with different plant spacing (Lateral size 9 mm) (Excluding Sump Cost)
Sr. No	Plant Spacing (Metres)	Unit Cost (Rs.) (w.e.f. 19.11.18)
1	12 x 12 and above	31,611.00
2	10 x 10	34,023.00
3	9 x 9	35,769.00
4	8 x 8	37,899.00
5	6 x 6	44,374.00
6	5 x 5	49,732.00
7	4 x 4	51,440.00
8	3 x 3	70,676.00
9	2.5 x 0.6	61,761.00
10	2 x 0.6	72,356.00
11	1.8 x 0.6	78,191.00
12	1.5 x 0.6	90,103.00
13	1.2 x 0.6	1,07,787.00
14	1 x 0.6	1,25,573.00
(Source: GGRC)

G	Porous pipe based Micro Irrigation System1 Hectare plot with different plant spacing (Lateral size 12 mm) (Excluding Sump Cost)
Sr. No	Plant Spacing (Metres)	Unit Cost (Rs.) (w.e.f. 19.11.18)
1	12 x 12	33,396.00
2	10 x 10	36,151.00
3	9 x 9	38,148.00
4	8 x 8	40,558.00
5	6 x 6	47,913.00
6	5 x 5	53,993.00
7	4 x 4	55,397.00
8	3 x 3	77,472.00
9	2.5 x 0.6	69,527.00
10	2 x 0.6	82,065.00
11	1.8 x 0.6	88,978.00
12	1.5 x 0.6	1,03,048.00
13	1.2 x 0.6	1,23,967.00
14	1 x 0.6	1,44,990.00

H	Porous pipe based Micro Irrigation System
1. Hectare plot with different plant spacing (Lateral size 16 mm) (ExcludingSump Cost)
Sr. No	Plant Spacing (Metres)	Unit Cost (Rs.) (w.e.f. 19.11.18)
1	12 x 12	36,925.00
2	10 x 10	40,252.00
3	9 x 9	42,650.00
4	8 x 8	45,584.00
5	6 x 6	54,447.00
6	5 x 5	61,676.00
7	4 x 4	64,191.00
8	3 x 3	89,906.00
9	2.5 x 0.6	77,609.00
10	2 x 0.6	92,047.00
11	1.8 x 0.6	1,00,015.00
12	1.5 x 0.6	1,16,200.00
13	1.2 x 0.6	1,40,286.00
14	1 x 0.6	1,64,477.00
(Source: GGRC)
H	Porous pipe based Micro Irrigation System
1. Hectare plot with different plant spacing (Lateral size 16 mm) (ExcludingSump Cost)
Sr. No	Plant Spacing (Metres)	Unit Cost (Rs.) (w.e.f. 19.11.18)
1	12 x 12	36,925.00
2	10 x 10	40,252.00
3	9 x 9	42,650.00
4	8 x 8	45,584.00
5	6 x 6	54,447.00
6	5 x 5	61,676.00
7	4 x 4	64,191.00
8	3 x 3	89,906.00
9	2.5 x 0.6	77,609.00
10	2 x 0.6	92,047.00
11	1.8 x 0.6	1,00,015.00
12	1.5 x 0.6	1,16,200.00
13	1.2 x 0.6	1,40,286.00
14	1 x 0.6	1,64,477.00
(Source: GGRC)

	Porous pipe based Micro Irrigation System
I 1 Hectare plot with different plant spacing (Lateral size 22 mm) (Excluding Sump Cost)
Sr. No	Plant Spacing (Metres)	Unit Cost (Rs.) (w.e.f. 19.11.18)
1	12 x 12 & above	40,592.00
2	10 x 10	44,623.00
3	9 x 9	47,537.00
4	8 x 8	51,047.00
5	6 x 6	61,747.00
6	5 x 5	70,537.00
7	4 x 4	72,332.00
8	3 x 3	1,03,868.00
9	2.5 x 0.6	93,566.00
10	2 x 0.6	1,11,995.00
11	1.8 x 0.6	1,22,174.00
12	1.5 x 0.6	1,42,798.00
13	1.2 x 0.6	1,73,528.00
14	1 x 0.6	2,04,372.00
(Source: GGRC)
Note: In some cases, the location of water source (Bore well/ Open well) is found to be far away from the field to be irrigated. Due to this, requirement of PVC/ HDPE pipe or double lateral line in case of wider crop spacing or selection of components from within the approved list with variable dimensions or components other than considered for working out unit cost per ha may be needed consequently exceeding the above unit cost.

J. Sprinkler Irrigation
Sr.No.	Plant Spacing (Metres)	Unit Cost (Rs.) (w.e.f. 18.05.18)
1	HDPE Pipe coupler size 63 mm.
	Area
i	0.4 ha.	10,759.00
ii	1 ha.	17,479.00
iii	2 ha.	25,066.00
2	HDPE Pipe coupler size 75 mm.
	Area
i	1 ha.	18,709.00
ii	2 ha.	26,730.00
3	HDPE Pipe coupler size 90 mm.
	Area
i	3 ha.	32,212.00
ii	4 ha.	40,587.00
iii	5 ha.	45,562.00
4	Rain Gun Sprinkler Set- Coupler size 63 mm.
	Area
i	1 ha.	17,742.00
5	Rain Gun Sprinkler Set- Coupler size 75 mm.
	Area
i	1 ha.	18,848.00
ii	2 ha.	23,061.00
6	Rain Gun Sprinkler Set coupler size 90 mm.
	Area
i	3 ha.	33,839.00
ii	4 ha.	38,151.00
iii	5 ha.	43,021.00

(Source: GGRC)

2. Land Development

Sr. No.	Activity	Unit/ Dimension	Cost (Rs.)
1	LD (Levelling/ Bunding/)	Hectare	18,400.00
2	OFD (Land levelling/ bunding/ trench)	Hectare	23,400.00
3	Farm Pond/water harvesting structure (unlined ponds)	20 x 20 x 1.5mts.	58,200.00
4	Tank Silt application	Hectare	42,000.00
5	Field Channel lining (generally 100 mts.)	Hectare	24,400.00
6	Land reclamation	Hectare	60,200.00
7	Wire Fencing (Barbed)
i	Regular Model (5ft.)	Meter	225/M. with stone post 259/M with iron post
ii	Protection model (7 ft.)	Meter	307/M with stone post341/M with iron post
iii	Barbed wire fencing with cement pole	Meter	175 per m

(Source: R-TAG Officer)

3. Farm Mechanization

Sr. No.	Activity	Cost (Rs.)
I	Manually operated Implements
i)	Weeder	2,500.00
ii)	Manual Seed Drill	3,500.00
iii)	Manual Paddy Transplanter	16,500.00
iv)	Paddy Thresher	5,000.00
v)	Fertilizer Broadcaster	3,000.00
vi)	Seed Dressing Drum	6,000.00
II	Animal Driven Implements –
i)	MB Plough	7,500.00
ii)	Disc Plough	10,000.00
iii)	Cultivator	15,300.00
iv)	Paddy Puddler	6,000.00
v)	Seed drill	11,400.00
vi)	Seed cum Cultivator Drill	17,400.00
vii)	Seed cum Fertilizer Planter	17,400.00
viii)	Potato digger	11,400.00

ix)	Multi-tool carrier	13,200.00
III	Power operated implements –
i)	MB Plough	24,000.00
ii)	MB Plough Mechanical Reversible	35,000.00
iii)	MB Plough Hydraulic Reversible	65,000.00
iv)	Disc Plough	60,000.00
v)	Disc Harrow	50,000.00
vi)	Cultivator	20,000.00
vii)	Rotavator (540 to 1000rpm PTO speed)	1,00,000.00
viii)	Leveller	20,000.00
ix)	Laser land leveller	3,50,000.00
x)	Seed Drill	35,000.00
xi)	Seed cum Fertiliser Drill	52,000.00
xii)	Potato planter	90,000.00
xiii)	Potato digger	75,000.00
xiv)	Sugarcane Planter	85,000.00
xv)	Vegetable transplanter	86,200.00
xvi)	Paddy Transplanter	1,86,000.00
xvii)	Power Weeder	1,15,000.00
xviii)	Battery Operated Sprayer	4,000.00
xix)	Tractor Operated Sprayer	73,500.00
xx)	Aero Blast Sprayer	2,40,000.00
xxi)	Straw Reaper	1,10,000.00
xxii)	Reaper Binder	1,62,000.00
xxiii)	Thresher	1,40,000.00
xxiv)	Chaff Cutter (Electric Motor/Engine Operated)	36,000.00
xxv)	Chaff Cutter (Tractor/Power tiller Operated)	1,25,000.00
xxvi)	Power Tiller	2,00,000.00
xxvii)	Tractor upto 20 HP	3,30,000.00

xxviii)	Tractor 21 HP to 30 HP	6,05,000.00
xxix)	Tractor 31 HP to 40 HP	7,15,000.00
xxx)	Tractor 41 HP to 50 HP	7,70,000.00
xxxi)	Tractor > 50 HP	11,00,000.00
xxxii)	Round Straw Baler	3,80,000.00
xxxiii)	Combine Harvester	18,50,000.00
xxxiv)	Groundnut Digger	1,20,000.00

(Source: R-TAG Officer)

4. Plantation and Horticulture (Normal spacing)

Sr. No.	Activity	Plant Spacing(Mtr.)	Unit(Area)	Cost (Rs.)
i)	Mango	10 x 10	1 ha.	89,000.00
	Mango	7.5 x 7.5	1 ha.	1,49,000.00
	Mango (HD)	5 x 5	1 ha.	2,17,000.00
	Mango (HD)	3 x 2	1 ha.	2,91,000.00
ii)	Pomegranate	5 x 5	1 ha.	1,44,000.00
	Pomegranate (HD)	4 x 3.5	1 ha.	2,40,000.00
	Pomegranate (HD)	5 x 2.5	1 ha.	2,53,000.00
	Pomegranate (UHD)	3 x 2	1 ha.	3,76,000.00
iii)	Guava	6 x 6	1 ha	72,240.00
	Guava	3 x 6	1 ha	1,10,050
	Guava	3 x 3	1 ha	1,31,730
	Guava	1.5 x 3	1 ha	1,70,060
	Guava	1 x 2	1 ha	2,58,400
iv)	Date Palm	9 x 9	1 ha.	6,40,000.00
v)	Sapota	10 x 10	1 ha.	90,000.00
vi)	Aonla	4 x 5	1 ha.	90,000.00
vii)	Coconut	6 x 6	1 ha.	1,28,000.00
viii)	Lime	3 x 3	1 ha.	1,45,000.00
ix)	Custard Apple	5 x 5	1 ha.	1,14,000.00
x)	Cashew Cultivation	7 x 7	1 ha.	96,000.00

(Source: R-TAG Officer)

5. Green House Structure – Naturally ventilated system

Sr. No.	Activity (Area 1 Ha.)	Unit (Area)	Cost (Rs.)
(a)	Tubular Structure
i)	upto 500 sq. mtr.	1 sq. mtr.	1,060.00
ii)	> 500 upto 1008 sq. mtr.	1 sq. mtr.	935.00
(b)	Wooden Structure	1 sq. mtr.	540.00
(c)	Shade Net House
i)	Tubular Structure	1 sq. mtr.	710.00
ii)	Wooden Structure	1 sq. mtr.	492.00

(Source: MIDH, GoI)

6. Floriculture

Sr.No.	Activity	Unit(Area)	Cost (Rs.)
i)	Cut flowers	1 ha.	1,00,000.00
ii)	Bulbulous flowers	1 ha.	1,50,000.00
iii)	Loose Flowers	1 ha.	40,000.00

(Source: MIDH, GoI)

7. Forestry

Sr.No.	Activity	PlantSpacing (Mtr.)	Unit (Area)	Cost (Rs.)
i)	Bamboo (1 ha.)	5 x 5	1 ha.	42,700.00
ii)	Jatropha	2 x 2	1 ha.	71,000.00
iii)	Teak	2 x 2	1 ha.	1,33,650.00

(Source: R-Tag Officer)

8. Animal Husbandry

Sr. No.	Activity	Unit	Cost (Rs.)
A)	Milch Animals
1	Jaffrabadi buffaloes	2 animal	1,40,000.00
2	Mehsani buffaloes	2 animal	1,30,000.00
3	Gir cows	2 animal	1,20,000.00
4	Jersey cross – breed cows	2 animal	91,000.00
5	HF cross-breed cows	2 animal	1,20,000.00
6	Surti buffaloes	2 animal	80,000.00
7	Banni buffaloes	2 animal	1,40,000.00
8	Sheep	20+1	75,000.00
9	Goat	10+1	45,000.00
B)	Draughat Animals
1	Gir Bullocks	2 animal	35,000.00
2	Kankrej Cows	2 animal	80,000.00
3	Kankrej Bullocks	2 animal	60,000.00
4	Non-descript Cows	2 animal	40,000.00
5	Non-descript Buffaloes	2 animal	80,000.00
6	Camel	1 animal	35,000 to50,000
C)	Poultry
1	Rhode Island Red (RIR) structure	25 Birds	6,000.00
2	Broiler Structure	100 Birds	36,000.00

(Source: Animal Husbandry Dept., GoG)

9. Fisheries

Sr.No.	Activity		Unit	Cost (Rs.)
1	Fibre glass boat upto 10mt overall length		1 No.	5,00,000.00
2	Brackish water farming		1 Hectare	20,00,000.00
3	Brackish water farming		0.5 Hectare	8,00,000.00
4		Motorisation of traditional craft by 2 stroke Engine (upto 10 HP)	1 No.	1,20,000.00
5		Motorisation of traditional craft by 4 stroke Engine (upto10 HP)	1 No	1,50,000.00
6		Safety of fisherman at sea	1Kit	2,00,000.00
7	New pond for fish culture		1 Ha.	7,00,000.00
8	Financing Marine engine and cold room in MFV		1 No.	13,00,000.00
9	Development of (i) ice plant, (ii) Cold storage (iii) Ice plant cum Cold storage with a ceiling of Rs.100 lakh per plant		Tonne	2,50,000.00
10	Renovation/Modernisation of (i) ice plant, (ii) Cold storage (iii) Ice plant cum Cold storage with a ceilingof Rs.60 lakh per plant		Tonne	1,50,000.00
11	Insulated Fish and ice holding boxes per FRP boat		1 No	25,000.00
12	Renovation of old pond for fish culture		1 Ha.	3,50,000.00
13	Solar fish dryer (Small)		1 No.	1,50,000.00
14	Solar fish dryer (Big)		1 No.	20,00,000.00
15	Cages/pen with inputs, in reservoirs and other open water bodies		Cage/Pen	3,00,000.00
16	Flake Ice Slurry		1 No.	10,00,000.00
17	Generator set with flash light		1 No.	40,000.00
18	Insulated fish box		1 No.	18,000.00
19	Rearing Space Development		1 Ha.	6,00,000.00
20	Construction of New Pond for Shrimp farming		1 Ha.	7,00,000.00
21	Polythene Liner (0.5 micron width)		1 Ha.	10,00,000.00
22	Fresh Water Fish culture (Finfish)		1 Ha.	1,50,000.00
23	Establishment of Fish Seed Hatcheries		2 Ha.	25,00,000.00
24	Establishment of Fresh Water/ Brackish water Prawn Hatcheries (Min. capacity of 5 million post larvae per year		1 No.	50,00,000.00
25	Fibre Rope (Wire Rope)		1,000Fishing Boat	1,00,000.00

26	Small Feed Mill Plant (1 – 5 quintal Per day)	1 No.	10,00,000.00
27	Brackish water shrimp farming of L vannamei	5 Hectare farm	80,00,000.00
28	Construction of new shrimp farm as per norm	5Ha	42,00,000.00
29	Refrigerated truck/Container of 10 tonne capacity	1 No.	25,00,000.00
30	Insulated truck of 10 Tonne capacity	1 No.	20,00,000.00
31	Insulated truck of 6 Tonne capacity	1 No.	15,00,000.00
32	Auto Rickshaw with Ice Box	1 No	2,00,000.00
33	Motorcycle with Ice Box	1 No.	60,000.00
34	Bicycle with Ice box	1 No.	5,000.00

(Source: Fishery consultant, Commissioner Fisheries, GoG, MPEDA,)

10. Storage Godown / Market Yard

Sr. No.	Capacity of Godown/ Yard	Unit Cost (Rs.)
A	Storage Godown/ Market Yard (cold storage)
a)	160 MT (cost per MT)	11,500.00
b)	200 MT (cost per MT)	11,000.00
c)	300 MT (cost per MT)	9,300.00
d)	Avg. cost per MT	10,500.00
B	Storage Godown (General)
i)	100 MT (cost per MT)	7,700.00
ii)	160 MT (cost per MT)	7,200.00
iii)	200 MT (cost per MT)	6,500.00
iv)	300 MT (cost per MT)	6,000.00
v)	Avg. cost per MT	6,850.00

(Source: R-Tag Officer)

1. Water Resources – Minor Irrigation

X – Drip Irrigation System

2. Land Development

3. Farm Mechanization

4. Plantation and Horticulture (Normal spacing)

5. Green House Structure – Naturally ventilated system

6. Floriculture

7. Forestry

8. Animal Husbandry

9. Fisheries

10. Storage Godown / Market Yard

@SOURCE NABARD