1recharge Shaft Afr Periya Latest 30000

LEAD STATEMENT

Source of supply

2 Sand for filling

1 Cu.M

Sanappratti(near Karur)

Soling Stones blasted 3 15cm cube(SI-54A)

1 Cu.M

Bhavanisagar(Nalroad)

7 HBGS jelly 40mm

1 Cu.M

Bhavanisagar(Nalroad)

8 HBGS jelly 20mm

1 Cu.M

Bhavanisagar(Nalroad)

9 HBGS jelly 12mm

1 Cu.M

Bhavanisagar(Nalroad)

Destination

Description of Materials

PERIYAKALLIPATTI IN SF NO:

Sl.N o.

Quantity

NAME OF SCHEME: RWHS NAME OF WORK : RECHARGE SHAFT IN PERCOLATION POND DISTRICT:ERODE; TALUK : SATHYAMANGALAM; BLOCK:BHAVANISAGAR VILLAGE : PERIYAKALLIPATTI SF No :Cost Lead Distance in K.m.

Lead Head Charges in Load in M Rs.

Head Load in Rs.

Of Materials Rs.

164

564.10

110.00

12

67.10

110.00

12

67.10

560.00

12

67.10

780.00

12

67.10

720.00

Certified that 1. The distance furnished are correct and minimum to the best of my Knowledge. 2. The rates adopted are as per the current P.W.D. Schedule of rates for the year 2008-09

Counter Signed

Asst. Executive Engineer, Agricultural Engineeing Dept. Gobichettipalayam.

Junior Engineer, Agricultural Engineeing Dept. Gobichettipalayam.

Total Cost In Rs.

674.10 177.10 627.10 847.10 787.10

DATA SHEET NAME OF SCHEME: RWHS NAME OF WORK : RECHARGE SHAFT IN PERCOLATION POND DISTRICT:ERODE; TALUK : SATHYAMANGALAM; BLOCK:BHAVANISAGAR VILLAGE : PERIYAKALLIPATTI SF No :Sl.No.

Quantity

Description of item

1

2

3

1

1.00 Sq.M. Clearing light jungles as per Sl. No.2 1.00 Cu.M. Earth work exvation deositing on bank eith initial lead and lift of 10m & 2m in hard stiff clay hard black cotton soil, hard red earth,shales, muram,ordinary eath,and earth mixed with small sized boulders as per SS20B for foundation (Double the rate) 2

4

5

6

Rs

Rate Ps 4.00 1.65

Unit 5 Sq.M.

28.75 Cu.M.

57.50 Cu.M.

1.00 Cu.M. Earth work exvation deositing on bank eith initial lead and lift of 10m & 2m in hard stiff clay hard black cotton …etc…SDR(Not requiring blasting)-as per SI-67 SDR-Double the Rate

42.90 Cu.M. 85.80 Cu.M.

1.00 Cu.M. Add to relevent T.N.D.S.S No. 20.A rates for new tank bunds and closing breaches for extra watering and consolidation. (A) By hand rollars as per Sl.No.79.A.

6.05 Cu.M.

1.00 Cu.M. Extra for every additional 10M. Lead or part thereof over the initial lead as per Sl.No 76 I Lead II Lead III Lead IV Lead 1.00 Cu.M. Extra for every additional 1Meter. Lift or part thereof over the initial lift as per Sl.No 77 I Lift II Lift

3.65 2 x .3.65 3 x 3.65 4 x 3.65

Cu.M. Cu.M. Cu.M. Cu.M.

2.95 Cu.M. 2 x 2.95 Cu.M.

7

RM

Drilling 61/2" dia borewell

255.00

RM

8

RM

Casing pipe PVC-7" dia

425.00

RM

9

RM

100.00

RM

10

RM

Slotting charges for PVC casing pipe 7" dia. (Local Rate) Geo-tex material to cover the slotted casing pipe. (Local Rate)

75.00

RM

Certified that the above rates are adopted as per the current P.W.D standard shedule of rates for the year 2008-09 Counter signed

Assistant executive engineer, Agricultural engineering department,

Junior Engineer, Agricultural Engg department,

Gobichettipalayam

Gobichettipalayam

VANISAGAR o :Amount Rs. Ps 6 1.65 28.75

57.50

42.90 85.80

6.05

3.65 7.30 10.95 14.60

2.95 5.90 255.00 425.00 100.00

or Engineer, al Engg department,

75.00

ichettipalayam

NAME OF SCHEME: RWHS NAME OF WORK : RECHARGE SHAFT IN PERCOLATION POND DISTRICT:ERODE; TALUK : SATHYAMANGALAM; BLOCK:BHAVANISAGAR VILLAGE : PERIYAKALLIPATTI SF No :-

DETAILED ESTIMATE Sl.

Measurement

No.

Description

No. 1x 1

L

B

10

10

-

-

-

1x 2.50 1

2.50

0.50

1x 2.50 1

2.50

M3 1.90 11.875

2.50

0.80

5.000 M3

2.50

0.80

5.000 M3

2.50

0.80

5.000 M3

1 Clearing light jungles as per Sl. No.2 2 Earth work excavating and depositing on bank with initial lead of 10m and initial 11ft of 2m in hard stiff clay, stiff black cotton hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size bourders. a) Formation of silt detention tank -

D -

Contents 100.00 M2

-

b) Deepening and desiting Pit 1 c) For filtration pit 3 Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2m in soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting. For filtration pit 4 Arranging filtration unit.

1x 1 2.50 1x 1 2.50 1x 1 2.50

a Soling Stones blasted 15cm cube(SI-54A) b HBGS jelly 40mm c Filter sand

3.125 M3

5 Drilling 61/2" dia borewell Upto 1st 100m 6

7" dia PVC-6Kg casing pipe

7 Slotting charges for PVC casing pipe 7" dia. 8 Geo-tex material to cover the slotted casing pipe.

1x 1 1x 1 1x 1 1x 1

66.00 m 9.00 m 1.60 m 1.60 M2

9 Geo physical investigation charges.

L.S.

10 TNLW @ 0.30% 11 Provision for labour charges to arrange filtration unit and to assist geologist ..etc.,

Assistant Executive Engineer Agricultural Engineering Department GOBICHETTIPALAYAM

-

-

-

-

-

Assistant Engineer Agricultural Engineering Department GOBICHETTIPALAYAM

NAME OF SCHEME: RWHS NAME OF WORK : RECHARGE SHAFT IN PERCOLATION POND DISTRICT:ERODE; TALUK : SATHYAMANGALAM; BLOCK:BHAVANISAGAR VILLAGE : PERIYAKALLIPATTI SF No :ABSTRACT ESTIMATE Sl. NO

Qty.

Description

Rate

Per

100 M2 clearing light jungle 1.65 Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size bourders. a) Formation of silt detention tank b) Deepening and desiting 3.125 M3 c) For filtration pit 28.75 3 Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2m in soft disintegrated rock, laterite, soft rock or kankar, not 11.87 requiring blasting. 5 M3 For filtration pit 42.90 4 Arranging filtration unit.

1M2

1 2

5.000 M3 Soling Stones blasted 15cm cube(SI-54A) 5.000 M3 HBGS jelly 40mm 5.000 M3 Filter sand Drilling 61/2" dia borewell 5 st 66.00 M Upto 1 100m 100m to (as per collector approved rate) 9.00 M Casing pipe PVC-7" dia 1.60 M Slotting charges for PVC casing pipe 7" dia. -

6 7 8 9 10 11

1.60 M Geo-tex material to cover the slotted casing pipe. 1 Pt. Geo physical investigation charges. L.S. L.S.

TNLWF @ 0.3% Provision for labour charges to arrange filtration unit and to assist geologist ..etc., Total

Assistant Executive Engineer Agricultural Engineering Department GOBICHETTIPALAYAM

-

Amount 165.00

-

1M3

89.84

1M3

509.44

177.10

1M3

885.50

627.10

1M3

3135.50

674.10

1M3

3370.50

255.00 -

1M -

16830.00 -

425.00

1M

3825.00

100.00

1M

160.00

75.00

1M

120.00

500.00

1 Pt.

500.00 90.00 319.22 30000.00

Junior Engineer Agricultural Engineering Depa GOBICHETTIPALAYAM

219.98

319.22 0.00

Village Block

: :

Ankondapalli Shoolagiri

Taluk

:

Hosur

kondapalli

N

DISTRICT : ERODE TALUK : SATHYAMANGALAM BLOCK : BHAVANISAGAR VILLAGE : PERIYAKALLIPATTI SF NO: :

SCALE:NOT TO SCALE

PLAN 2.50M

2.50M

2.50M

FILTERATION PIT SIZE2.50mX2.50MX2.40m

2.50M

GL

GL 7" dia PVC-6Kg casing pipe-9M-Height

0.80M

SAND

0.80M

HBGS jelly 40mm

0.80M

SLOTTED PORTION FOR-1.60m HEIGHT SOLING STONE BLASTED 15CM CUBE

61/2" dia BORE HOLE-DEPTH-66M or 210Feet

CROSS SECTION Checked by me:-

Prepared by me:-

Asst. Executive Engineer,

Junior Engineer,

Agricultural Engineeing Dept. Gobichettipalayam.

Agricultural Engineeing Dept. Gobichettipalayam.

220

LEAD CUM LOCATION MAP N

DISTRICT : ERODE TALUK : SATHYAMANGALAM BLOCK : BHAVANISAGAR VILLAGE : PERIYAKALLIPATTI SF NO: :

SCALE:NOT TO SCALE

THALAVADI & MYSORE ANTHIYUR & BHAVANI SATHYAMANGALAM GOBI KAVANDAPADI

BHAVANISAGAR NALL ROAD

PERIYAKALLIPATTI PIRIUV

PANAYAMPALLI

AYYAMPALAYAM

PULIYAMPATTI

ERODE

TO METTUPALAYAM TO KOVAI KARUR SANAPIRATAI

Checked by me:-

Prepared by me:-

REFERENCE CEMENT SAND(SANAPIRATAI)

Asst. Executive Engineer,

Junior Engineer,

STONE(BHAVANISAGAR NALLROAD)

Agricultural Engineeing Dept. Gobichettipalayam.

Agricultural Engineeing Dept.

PROPOSED SITE

Gobichettipalayam.