eng;nee mhaisal pump ouse on. no.2, mhaisal project...

_..

Name of Work :- Construction I P _ I \

CERTIFICATE

1 Certified that the estimate is Technically & Arithmatically checked 100 % in Subdivision office & Division office.

2 Certified that the strata is classified as per the Trial pits and found 100 % correct.

3 Certified that the Canal Bed levels are verified with latest approved CBL Statement and found correct.

4 Certified that the Design Discharge is verified with latest approved Cut off Statement and found correct.

5 Certified that the leads provid!?d in the estimate are personally verified by me and found correct.

6 Certify that the adequate and good quality of materials are available with the lead shown in the Estimate.

7 Certified that the rates adopted are as per ID DSR 2009-10 And B&C DSR 2008-09

Eng;nee" Mhaisal Pump House On. No.2,

Mhaisal Project Planing Dn.Jath, Sangli

.....

N of Work Construction of' 'n'\<.o.\~.mR-3 -, .0_ ..... ,•••• _"

( Part

CERTIFICATE

Certified that the rates adopted as per 10 OSR 2009-10 And

2 Certify that the Leads and lifts proposed are generally in order in the Estimate.

Superintending Engineer K.K.L.!RR.Project Circle

Sangli

B & C OSR 2008-09

II

KRISHNA KOYNA LIFT IRRIGATION PROJECT CIRCLE SANGLI.

MHAISAL PUMP HOUSE DIVISION NO.2 SANGLI.

MHAISAL PROJECT PLANNING SUB.. DIVISION JATH

ESTIMATE FOR

Construction of Lil1ing for Ankale Minor No.3 @ Ch:- 6500 (length % to 1140 m.)

INDEX

Construction of Lining for Ankale Minor No.3 @ Ch:- 6500 % to 1140

SR. DESCRIPTION

PAGES No. FROM TO

1 2 3 4

1 General Note

2 Certificate

3 Face Sheet

4 Recapitulation Sheet

5 Abstract

6 Measurement

7 Lead Statement

8 Rate Analysis

9 CutOff Statement, Lead Statement, Etc.

10 Supporting Papers

11 Drawings

--

.. .. ,cU "-"-

Construction of Lining for Ankale Minor No.3 @ Ch :- 6500 (length 0/0 to 1140 m.)

RECAPITULATION SHEET

72 ,

21

Sr. No. Name of Work Estimated Cost

1 Construction of Lining for Ankale Minor No.3 @ 2052031 Ch :- 6500 (length 0/0 to 1140 m.)

2 Add 2% Contegencies 41041

3 Add 1 % W.C.Esst. 20520

Gross Total Rs. 2113592

Say RS.

Prepared By

CVt S . J .

Recommanded for sanction

Exe tive Engineer, MhaisaJ Pump House Dn. No.2,

Sangli Mhalsal Project Planning Sub D' ..• IVlSlon

Jath

Technically Sanctioned for

(Ru

.. ..0nIY)

for 20(0.29' (

Krishna Circle

Balla..... Pump House

No.

Construction of Lining for Ankale Minor No.3 @ Ch :- 6500 (length 0/0 to 1140 m.)

CERTIFICATE

1 Certified that the estimate is Technically & Arithmatically checked 100 % in Subdivision office & Division office.

2 Certified that the strata is classified as per the Trial pits and found 100 % correct.

3 Certified that the Canal Bed levels are verified with latest approved CBL Statement and found correct.

4 Certified that the Design Discharge is verified with latest approved Cut off Statement and found correct.

5 Certified that the leads provided in the estimate are personally verified by me and found correct.

6 Certify that the adequate and good quality of materials are available with the lead shown in the Estimate.

7 Certified that the rates adopted are as per ID DSR 2009-10

Mhaisal Project Planning Sub-Division lath

Mhaisal Pump House On. No.2, Sangli

ESTIMATE

Division - MHAISAL PUMP HOUSE DIVISION NO 2 SANGLI.

Sanction Estimate No.

Fund Head Maharashtra Krishna Vally Development Corporation, Pune.

Major Head 4701 Capital Outlay on Major & Medium Project

Minor Head II Main Canal And Branches

Service Head Krishna Koyana Lift Irrigation Scheme (Mhaisal Part)

Departmental Head " C I - Linning

This estimate is framed in the office of the Executive Engineer Mhaisal PumpHouse Dn. 2 Sangli,

for the probable expenditure that will be incurred for the work of Construction of Lining for Ankale Minor No.3 @ Ch :- 6500 (length 0/0 to 1140 m.)

Rs.

Administratively approved under No. Dated

Techenicaly sanctioned under No. Dated

Estimate is prepared by Checked by Shri Jagtap. Sectional engineer - II ( Call or Authority)

General Discription

1) The rates are adopted as per W. R. Dept. RSR 2009-10 2) The general discription is attached separataly.

Maishal Project Planning Sub-Division Jath

ABSTRACT

Division :- Mhaishal Pumphouse Division NO.2 Sangli

Sub-Division :- Mhaishal Project Planning Sub-Division lath

Construction of Lining for Ankale Minor No.3 @ Ch:- 6500 (length % to 1140 m.)

AmountPerQuantity I Description I Rate

307.00Cum12.84 lITEM No. 1 :- I 23.90 .................................................................................................................................... Excavation in soil/Silt/Soft Murum /Lime/Shadu,exeeding 1.5m in width including depositing the material as directed with all leads & lifts including Dressing etc. complete..................................................................................................................................... Rate Analysis No.1

421.00Cum12.84 lITEM No. 2 :- I 32.75 .................................................................................................................................... Excavation in hard nurum ,hard man , kankar

pebbles ( including boulders of size less than 0.10 cum.) exceeding 1.5 m. in width including depositing the material as directed with all leads & lifts including Dressing etc. complete. .................................................................................................................................... Rate Analysis NO.2

1457.00Cum17.12 lITEM No.3 :- I 85.10 .................................................................................................................................... Excavation in soft rock exceeding 1.5 m. in width

including depositing the material as directed with all leads & lifts including dressing etc. complete.

Rate Analysis No.3

0.00 ITEM No.4 : I 195.60 Cum 0.00 .................................................................................................................................... Excavation in hard rock exceeding 1.5 m. in width

including depositing the material as directed with all leads & lifts including dressing etc, complete.

Rate Analysis No.4 21.42 IITEM No. 5 : I 97.45 Cum

.................................................................................................................................... Construction of embankment of Casing zone with selected material diarectly from available with selected material diarectly from availabl'e material as directed laying in layers , levelling spreading and breaking c10dsincluding watering consolidation.

Rate Analysis No.5 Page No. 757.00 lItem No. : 6 I 1375.70 I Cum. 1041405.00

.................................................................................................................................... Providing and Laying chip Masonry back filling behind lining in CM 1 : 8 including striking joints,curing ,scaffolding etc.complete but excluding pointing ( 35 % morter ) including

.. .. . Rate Analysis No.6

2740.56 lItem No. : 7 I 301.55 I Sqm 826416.00 .................................................................................................................................... Providing and lying in situ cement concrete of grade M-15 grade ( 20 MSA ) for canal side lining with all slope of canal including scaffolding, formwork, compaction, curing, laying PVC expansion joints and contraction joints including royalty of materials etc. complete with an initial lead of 50 m. and lift of 1.5 m. B) For Canal Sides 8 c.m. thick

.. .. · ·..· · · ·· ..

Quantity I Description I Rate Per Amount

171.00 lItem No. : 8 .................................................................................................................................... Providing and lying 10 c.m. thick in situ cement

concrete of grade M-15 (20MSA) for canal including scaffolding,formwork, compaction, curing, laying PVC expansion joints and construction joints including royalty of materials etc complete with an initial lead of 50 m. and lift of 1.5 m. A) For Canal Bed 10 c.m. thick .................................................................................................................................... Rate Analysis No.8

I 357.35 Sqm 61107.00

35.00 IItem No. : 9 .................................................................................................................................... Providing and laying 100 MM Dia. Porous concrete plugs for sand less concrete in proper line and level including necessary excavation laying and fixing etc. Complete .................................................................................................................................... Rate Analysis No.9

I 57.70 No. 2020.00

2000.32 lItem No. : 10 Providing and laying PVC expansion Joints and Construction joints for canal Lining work considering 3 mtr CjC interval and slant length and bottom width of canal one longitudinal and one Traverse joints.

1 34.90 Rmt. 69811.00

Total Rs. I 2005031.00

Add 1 % Insurance Charges Rs. 20050.00

Add 10f0 L.W.F. Rs. 20050.00

Add Quality Control Charges Rs. 26950.00

Prepared By

Total Rs. 2052031.00

,

Maishal Project Planning Sub-Division Jath

Mhaisal Pump House On. No.2, Sangli

Construction of Lining for Ankale Minor No.3 @ Ch :6500 (length % to 1140 m.)

MEASUREMENT ITEM No.1 :

Excavation in soil/Silt/Soft Murum /Lime/Shadu,exeeding 105m in width including depositing the material as directed with all leads & lifts including Dressing etc. complete.

As per 1 CumStatement

ITEM No. 2 :

Excavation in hard nurum ,hard man , kankar pebbles ( including boulders of size less than 0.10 cum.) exceeding 1.5 m. in width including depositing the material as directed with all leads & lifts including Dressing etc. complete.

As per 1 Cum

Statement

ITEM No.3 :

Excavation in soft rock exceeding 1.5 m. in width including depositing the material as directed with all leads & lifts including dressing etc. complete.

As per 1 Cum

Statement

ITEM No.4 :

Excavation in hard rock exceeding 1.5 m. in width including depositing the material as directed with all leads & lifts including dressing etc. complete.

As per 1 Cum

Statement

ITEM No.5« :

Construction of embankment of Casing zone with selected material diarectly from available with selected material diarectly from available material as directed laying in layers, levelling spreading and breaking clods including watering consolidation.

Murum Filling As per statement - 2 CumFor BED

Item No. : 6

Providing and Laying chip Masonry back filling behind lining in CM 1 : 8 including striking joints,curing ,scaffolding etc.complete but excluding pointing ( 35 % morter ) including royalty of material

As per 3 CumStatement

Item No.:7

Providing and lying in situ cement concrete of grade M-15 grade ( 20 MSA ) for canal side lining with all slope of canal including scaffolding, formwork, compaction, curing, laying PVC expansion joints and contraction joints including royalty of materials etc. complete with an initial lead of 50 m. and lift of 1.5 m. B) For Canal Sides 8 c.m. thick Linning

As per Statement Sqm.

Item No.: 8

Providing and lying 10 c.m. thick in situ cement concrete of grade M-15 (20MSA) for canal including scaffolding,formwork, compaction, curing, laying PVC expansion joints and construction joints including royalty of materials etc complete with an initial lead of 50 m. and lift of 1.5 m. A) For Canal Bed 10 c.m. thick Linning

As per Statement Sqm.

Item No- 9

Providing and laying 100 MM Dia. Porous concrete plugs sand less concrete in proper line and level including necessary excavation laying and fixing etc. Complete

Assuming Three rows ( 2 for sides + 1 for Bed )

Sr. Providing Nos. of Nos Of NO Chainage Length @ 100 M Side + Porous units

ctc Bed 0

1140 11.40 3.00 Nos.1 TO 1140

1

1

Item No - 10

Providing and laying PVC expansion Joints and Construction joints for canal Lining work considering 3 mtr C/C interval and slant length and bottom width of canal one longitudinal and one Traverse joints

Slant Length = 0.99 x 2 = 1.98

Traverse Joint @ 3 m C/C

Sr. TotalLength I Bed width ITotal Slant Chainage UnitQtyNO Height Length

o TO 1140 0.28 1.98 2.26 Rmt

1140

Longitudinal Joint For Normal Cut

Sr. NO Rows UnitChainage Length Qty

o

TO 1140 1.000

1140

Total

Prepared by

Mhaisal Project Planning SubDivision Jath

A-3

STATEMENT - NO.-1

Statement Showing Quantity of Excavation for Key

Provisio Excavation Qty for Key (Min. width 1 m )

Ch. L. G.L C.B.L T.B.L. S.S H.R. H.R.

n For Depth Level Depth Key Av.B.W/2 Ht. Area

Area Sides Qty

0 0 649.555 647.780 648.230 0.28 649.275 1.60 0.00 0.00 0.00 0.000

20 20 649.345 647.760 648.210 0.28 649.065 1.41 0.00 0.00 0.00 0.000 0.000 2.00 0.00 40 20 648.885 647.740 648.190 0.28 648.605 0.97 0.00 0.00 0.00 0.000 0.000 2.00 0.00

60 20 648.420 647.720 648.170 ,0.28 648.140 0.52 0.15 0.27 0.25 0.067 0.034 2.00 1.36

80 20 648.025 647.655 648.105 0.28 647.745 0.19 0.15 0.27 0.00 0.000 0.034 2.00 1.36

100 20 647.855 647.635 648.085 0.28 647.575 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

140 40 647.175 646.807 647.257 0.28 646.895 0.19 0.15 0.27 0.00 0.000 0.000 2.00 0.00

160 20 646.880 646.500 646.950 0.28 646.600 0.20 0.15 0.27 0.00 0.000 0.000 2.00 0.00 180 20 646.580 646.192 646.642 0.28 646.300 0.21 0.15 0.27 0.00 0.000 0.000 2.00 0.00

200 20 646.265 645.884 646.334 0.28 645.985 0.20 0.15 0.27 0.00 0.000 0.000 2.00 0.00

240 40 645.600 645.269 645.719 0.28 645.320 0.15 0.15 0.27 0.00 0.000 0.000 2.00 0.00

260 20 645.270 644.961 645.411 0.28 644.990 0.13 0.15 0.27 0.00 0.000 0.000 2.00 0.00

280 20 644.965 644.653 645.103 0.28 644.685 0.13 0.15 0.27 0.00 0.000 0.000 2.00 0.00

300 20 644.570 644.346 644.796 0.28 644.290 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

320 20 644.195 644.038 644.488 0.28 643.915 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00 340 20 643.960 643.730 644.180 0.28 643.680 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

360 20 643.865 643.423 643.873 0.28 643.585 0.26 0.15 0.27 0.00 0.000 0.000 2.00 0.00

400 40 643.660 643.383 643.833 0.28 643.380 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

420 20 643.505 643.363 643.813 0.28 643.225 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

440 20 643.355 642.715 643.165 0.28 643.075 0.46. 0.15 0.27 0.19 0.051 0.026 2.00 1.04

460 20 643.200 642.566 643.016 0.28 642.920 0.45 0.15 0.27 0.18 0.050 0.051 2.00 2.04

480 20 643.070 642.418 642.868 0.28 642.790 0.47 0.15 0.27 0.20 0.054 0.052 2.00 2.08

500 20 642.865 642.270 642.720 0.28 642.585 0.41 0.15 0.27 0.14 0.039 0.047 2.00 1.88

540 40 642.335 641.974 642.424 0.28 642.055 0.18 0.15 0.27 0.00 0.000 0.020 2.00 1.60

560 20 642.070 641.826 642.276 0.28 641.790 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

580 20 641.900 641.678 642.128 0.28 641.620 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

600 20 641.790 641.529 641.979 0.28 641.510 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

620 20 641.655 641.381 641.831 0.28 641.375 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

640 20 641.525 641.233 641.683 0.28 641.245 0.11 0.15 0.27 0.00 0.000 0.000 2.00 0.00

660 20 641.400 641.085 641.535 0.28 641.120 0.14 0.15 0.27 0.00 0.000 0.000 2.00 0.00

680 20 641.265 640.937 641.387 0.28 640.985 0.15 0.15 0.27 0.00 0.000 0.000 2.00 0.00

700 20 641.135 640.789 641.239 0.28 640.855 0.17 0.15 0.27 0.00 0.000 0.000 2.00 0.00

720 20 640.990 640.640 641.090 0.28 640.710 0.17 0.15 0.27 0.00 0.000 0.000 2.00 0.00

760 40 640.655 640.344 640.794 0.28 640.375 0.13 0.15 0.27 0.00 0.000 0.000 2.00 0.00

780 20 640.455 640.196 640.646 0.28 640.175 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

800 20 640.230 640.048 640.498 0.28 639.950 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

840 40 639.900 639.752 640.202 0.28 639.620 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

860 20 639.785 639.603 640.053 0.28 639.505 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

880 20 639.665 639.455 639.905 0.28 639.385 0.00 0.15 0.27 0.00 0.000 0.000 2.00 0.00

900 20 639.600 639.307 639.757 0.28 639.320 0.11 0.15 0.27 0.00 0.000 0.000 2.00 0.00

920 20 639.520 639.196 639.646 0.28 639.240 0.14 0.15 0.27 0.00 0.000 0.000 2.00 0.00

940 20 639.495 639.159 639.609 0.28 639.215 0.16 0.15 0.27 0.00 0.000 0.000 2.00 0.00

960 20 639.380 639.011 639.461 0.28 639.100 0.19 0.15 0.27 0.00 0.000 0.000 3.00 0.00

980 20 639.205 638.863 639.313 0.28 638.925 0.16 0.15 0.27 0.00 0.000 0.000 4.00 0.00

1000 20 638.920 638.566 639.016 0.28 638.640 0.17 0.15 0.27 0.00 0.000 0.000 5.00 0.00

1020 20 638.920 638.066 638.516 0.28 638.640 0.67 0.00 0.00 0.00 0.000 0.000 6.00 0.00

1040 20 638.615 638.046 638.496 0.28 638.335 0.39 0.15 0.27 0.12 0.032 0.016 7.00 2.24

1060 20 638.525 638.026 638.476 0.28 638.245 0.32 0.15 0.27 0.05 0.013 0.023 8.00 3.68

1080 20 638.545 638.006 638.456 0.28 638.265 0.36 0.15 0.27 0.09 0.024 0.019 9.00 3.42

1100 20 638.565 637.931 638.381 0.28 638.285 0.45 0.15 0.27 0.18 0.050 0.037 10.00 7.40

1120 20 638.520 637.921 638.371 0.28 638.240 0.42 0.15 0.27 0.15 0.040 0.045 11.00 9.90

1140 20 638.290 637.901 638.351 0.28 638.010 0.21 0.15 0.27 0.00 0.000 0.020 12.00 4.80

Total Qty 42.800

Total Qty of Excavation 42.800 Cum.

Considering Soil H.M. S.R.

42.80 42.80 42.80

x x x

0.30 0.30 0.40

% % %

= = =

12.84 Cum. 12.84 Cum. 17.12 Cum.

Sub-Divisional Officer Mhaisal Proiect Plannino Sub-Division

STATEMENT NO - 2

Statement Showing Quantuty of Murum Filling

Ch. Length G.L C.B.L HR Level Depth Of Murum Filling

Width Area M.Area Qty.

0 0 649.555 647.780 649.105 0.15 0.28 0.042 20 20 649.345 647.760 648.895 0.15 0.28 0.042 0.042 0.84 40 20 648.885 647.740 648.435 0.15 0.28 0.042 0.042 0.84 60 20 648.420 647.720 647.970 0.15 0.28 0.042 0.042 0.84 80 20 648.025 647.655 647.575 0.15 0.28 0.042 0.042 0.84

I 100 20 647.855 647.635 647.535 0.00 0.28 0.000 0.021 0.42 140 40 647.175 646.807 646.725 0.15 0.28 0.042 0.021 0.84 160 20 646.880 646.500 646.430 0.15 0.28 0.042 0.042 0.84 180 20 646.580 646.192 646.130 0.15 0.28 0.042 0.042 0.84 200 20 646.265 645.884 645.815 0.15 0.28 0.042 0.042 0.84 240 40 645.600 645.269 645.169 0.00 0.28 0.000 0.021 0.84 260 20 645.270 644.961 644.861 0.00 0.28 0.000 0,000 0.00 280 20 644.965 644.653 644.553 0.00 0.28 0.000 0.000 0.00 300 20 644.570 644.346 644.246 0.00 0.28 0.000 0.000 0.00 320 20 644.195 644.038 643.938 0.00 0.28 0,000 0.000 0.00 340 20 643.960 643.730 643.630 0.00 0.28 0.000 0.000 0.00 360 20 643.865 643.423 643.415 0.15 0.28 0.042 0.021 0.42 400 40 643.660 643.383 643.283 0.00 0.28 0.000 0.021 0.84 420 20 643.505 643.363 643.263 0.00 0.28 0.000 0.000 0.00 440 20 643.355 642.715 642.905 0.15 0.28 0.042 0.021 0.42 460 20 643.200 642.566 642.750 0.15 0.28 0.042 0.042 0.84 480 20 643.070 642.418 642.620 0.15 0.28 0.042 0.042 0.84 500 20 642.865 642.270 642.415 0.15 0.28 0.042 0.042 0.84 540 40 642.335 641.974 641.885 0.15 0.28 0.042 0.042 1.68 560 20 642.070 641.826 641.726 0.00 0.28 0.000 0.021 0.42 580 20 641.900 641.678 641.578 0.00 0.28 0.000 0.000 0.00 600 20 641.790 641.529 641.429 0.00 0.28 0.000 0.000 0.00 620 20 641.655 641.381 641.281 0.00 0.28 0.000 0.000 0.00 640 20 641.525 641.233 641.133 0.00 0.28 0.000 0.000 0.00 660 20 641.400 641.085 640.985 0.00 0.28 0.000 0.000 0.00 680 20 641.265 640.937 640.837 0.00 0.28 0.000 0.000 0.00 700 20 641.135 640.789 640.689 0.00 0.28 0.000 0.000 0.00 720 20 640.990 640.640 640.540 0.00 0.28 0.000 0.000 0.00 760 40 640.655 640.344 640.244 0.00 0.28 0.000 0.000 0.00 780 20 640.455 640.196 640.096 0.00 0.28 0.000 0.000 0.00 800 20 640.230 640.048 639.948 0.00 0.28 0.000 0.000 0.00 840 40 639.900 639.752 639.652 0.00 0.28 0.000 0.000 0.00 860 20 639.785 639.603 639.503 0.00 0.28 0.000 0.000 0.00 880 20 639.665 639.455 639.355 0.00 0.28 0.000 0.000 0.00 900 20 639.600 639.307 639.207 0.00 0.28 0.000 0.000 0.00 920 20 639.520 639.196 639.096 0.00 0.28 0.000 0.000 0.00 940 20 639.495 639.159 639.059 0.00 0.28 0.000 0.000 0.00 960 20 639.380 639.011 638.930 0.15 0.28 0.042 0.021 0.42 980 20 639.205 638.863 638.763 0.00 0.28 0.000 0.021 0.42

1000 20 638.920 638.566 638.470 0.15 0.28 0.042 0.021 0.42 1020 20 638.920 638.066 638.470 0.15 0.28 0.042 0.042 0.84 1040 20 638.615 638.046 638.165 0.15 0.28 0.042 0.042 0.84 1060 20 638.525 638.026 638.075 0.15 0.28 0.042 0.042 0.84 1080 20 638.545 638.006 638.095 0.15 0.28 0.042 0.042 0.84 1100 20 638.565 637.931 638.115 0.15 0.28 0.042 0.042 0.84 1120 20 638.520 637.921 638.070 0.15 0.28 0.042 0.042 0.84 1140 20 638.290 637.901 637.840 0.15 0.28 0.042 0.042 0.84

Total Qty. 21.42 Cum

,

STATEMENT NO - 3

Statement Showing Quantity of Chip Masonry

Chain L G.L C.B.L S.S

Depth H.R. Level

Depth of HR

HR Top Bellow

TBL

Side Slope

Total Slant

HT Thick Area

Mean Area

Qty.

0 649.555 647.780 0.45 649.105 1.42 0.45 1.:1.50 0.81 0.15 0.12 20 20 649.345 647.760 0.45 648.895 1.24 0.45 1.:1.50 0.81 0.15 0.12 0.12 2.40 40 20 648.885 647.740 0.45 648.435 0.79 0.45 1.:1.50 0.81 0.15 0.12 0.12 2.40 60 20 648.420 647.720 0.45 647.970 0.35 0.35 1.:1.50 0.63 0.15 0.09 0.11 2.10 80 20 648.025 647.655 0.45 647.575 0.02 0.02 1.:1.50 0.04 0.15 0.01 0.05 1.00 100 20 647.855 647.635 0.32 647.535 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.01 0.10 140 40 647.175 646.807 0.45 646.725 0.02 0.02 1.:1.50 0.04 0.15 0.01 0.01 0.20 160 20 646.880 646.500 0.45 646.430 0.03 0.03 1.: 1.50 0.05 0.15 0.01 0.01 0.20 180 20 646.580 646.192 0.45 646.130 0.04 0.04 1.:1.50 0.07 0.15 0.01 0.01 0.20 200 20 646.265 645.884 0.45 645.815 0.03 0.03 1..: 1.50 0.05 0.15 0.01 0.01 0.20 240 40 645.600 645.269 0.43 645.169 0.00 0.00 1.: 1.50 0.00 0.15 0.00 0.01 0.20 260 20 645.270 644.961 0.41 644.861 0.00 0.00 1.: 1.50 0.00 0.15 0.00 0.00 0.00 280 20 644.965 644.653 0.41 644.553 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 300 20 644.570 644.346 0.32 644.246 0.00 0.00 1..: 1.50 0.00 0.15 0.00 0.00 0.00 320 20 644.195 644.038 0.26 643.938 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 340 20 643.960 643.730 0.33 643.630 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 360 20 643.865 643.423 0.45 643.415 0.09 0.09 1..:1.50 0.16 0.15 0.02 0.01 0.20 400 40 643.660 643.383 0.38 643.283 0.00 0.00 1.: 1.50 0.00 0.15 0.00 0.01 0.40 420 20 643.505 643.363 0.24 643.263 0.00 0.00 1.: 1.50 0.00 0.15 0.00 0.00 0.00 440 20 643.355 642.715 0.45 642.905 0.29 0.29 1.:1.50 0.52 0.15 0.08 0.04 0.80 460 20 643.200 642.566 0.45 642.750 0.28 0.28 1..: 1.50 0.50 0.15 0.08 0.08 1.60 480 20 643.070 642.418 0.45 642.620 0.30 0.30 1.:1.50 0.54 0.15 0.08 0.08 1.60 500 20 642.865 642.270 0.45 642.415 0.24 0.24 1.:1.50 0.43 0.15 0.06 0.07 1.40 540 40 642.335 641.974 0.45 641.885 0.01 0.01 1..: 1.50 0.02 0.15 0.00 0.03 1.20 560 20 642.070 641.826 0.34 641.726 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 580 20 641.900 641.678 0.32 641.578 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00

I 600 20 641.790 641.529 0.36 641.429 0.00 0.00 1.: 1.50 0.00 0.15 0.00 0.00 0.00 620 20 641.655 641.381 0.37 641.281 0.00 0.00 1.: 1.50 0.00 0.15 0.00 0.00 0.00 640 20 641.525 641.233 0.39 641.133 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 660 20 641.400 641.085 0.42 640.985 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 680 20 641.265 640.937 0.43 640.837 0.00 0.00 1.: 1.50 0.00 0.15 0.00 0.00 0.00 700 20 641.135 640.789 0.45 640.689 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 720 20 640.990 640.640 0.45 640.540 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 760 40 640.655 640.344 0.41 640.244 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 780 20 640.455 640.196 0.36 640.096 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 800 20 640.230 640.048 0.28 639.948 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 840 40 639.900 639.752 0.25 639.652 0.00 0.00 1.: 1.50 0.00 0.15 0.00 0.00 0.00 860 20 639.785 639.603 0.28 639.503 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 880 20 639.665 639.455 0.31 639.355 0.00 0.00 1.: 1.50 0.00 0.15 0.00 0.00 0.00 900 20 639.600 639.307 0.39 639.207 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 920 20 639.520 639.196 0.42 639.096 0.00 0.00 1.: 1.50 0.00 0.15 0.00 0.00 0.00 940 20 639.495 639.159 0.44 639.059 0.00 0.00 1.:1.50 0.00 0.15 0.00 0.00 0.00 960 20 639.380 639.011 0.45 638.930 0.02 0.02 1.:1.51 0.04 1.15 0.05 0.03 0.50 980 20 639.205 638.863 0.44 638.763 0.00 0.00 1.:1.52 0.00 2.15 0.00 0.03 0.50

1000 20 638.920 638.566 0.45 638.470 0.00 0.00 1.: 1.53 0.00 3.15 0.00 0.00 0.00 1020 20 638.920 638.066 0.45 638.470 0.50 0.45 1.:1.54 0.81 4.15 3.36 1.68 33.60 1040 20 638.615 638.046 0.45 638.165 0.22 0.22 1.: 1.55 0.40 5.15 2.06 2.71 54.20 1060 20 638.525 638.026 0.45 638.075 0.15 0.15 1.:1.56 0.27 6.15 1.66 1.86 37.20 1080 20 638.545 638.006 0.45 638.095 0.19 0.19 1.: 1.57 0.34 7.15 2.43 2.05 40.90 1100 20 638.565 637.931 0.45 638.115 0.28 0.28 1.: 1.58 0.50 8.15 4.08 3.26 65.10 1120 20 638.520 637.921 0.45 638.070 0.25 0.25 1.:1.59 0.45 9.15 4.12 4.10 82.00 1140 20 638.290 637.901 0.45 637.840 0.04 0.04 1.: 1.60 0.07 10.2 0.71 2.42 48.30

378.50 Total Qty x 2 = 757.00 Cum. Cum.

Ub-Divisional-Officer Mhaisal Proiect Plannina Sub-Division

STATEMENT - NO.- 4

Statement Showing Quantity of Linning H.R. Provision Bed Unning Side Linnin Kev

Ch. Length G.L C.B.L T.B.L. S.S Depth H.R. Level Depth For Key B.W T.W Av. Width Area Sides Ht Slant Ht Area Sides T.W B.W AvW Area

0 0 649.555 647.780 648.230 0.28 649.275 1.60 0.00 0.00 0.30 0.150 2 0.55 0.992 0.00 2 0.15 0.27 0.21 0.00 20 20 649.345 647.760 648.210 0.28 649.065 1.41 0.00 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 40 20 648.885 647.740 648.190 0.28 648.605 0.97 0.00 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 60 20 648.420 647.720 648.170 0.28 648.140 0.52 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 80 20 648.025 647.655 648.105 0.28 647.745 0.19 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 100 20 647.855 647.635 648.085 0.28 647.575 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 140 40 647.175 646.807 647.257 0.28 646.895 0.19 0.15 0.00 0.30 0.150 6.00 2 0.55 0.992 79.36 2 0.15 0.27 0.21 16.80 160 20 646.880 646.500 646.950 0.28 646.600 0.20 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 180 20 646.580 646.192 646.642 0.28 646.300 0.21 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 200 20 646.265 645.884 646.334 0.28 645.985 0.20 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 240 40 645.600 645.269 645.719 0.28 645.320 0.15 0.15 0.00 0.30 0.150 6.00 2 0.55 0.992 79.36 2 0.15 0.27 0.21 16.80 260 20 645.270 644.961 645.411 0.28 644.990 0.13 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 280 20 644.965 644.653 645.103 0.28 644.685 0.13 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 300 20 644.570 644.346 644.796 0.28 644.290 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 320 20 644.195 644.038 644.488 0.28 643.915 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 340 20 643.960 643.730 644.180 0.28 643.680 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 360 20 643.865 643.423 643.873 0.28 643.585 0.26 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 400 40 643.660 643.383 643.833 0.28 643.380 0.00 0.15 0.00 0.30 0.150 6.00 2 0.55 0.992 79.36 2 0.15 0.27 0.21 16.80 420 20 643.505 643.363 643.813 0.28 643.225 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 440 20 643.355 642.715 643.165 0.28 643.075 0.46 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 460 20 643.200 642.566 643.016 0.28 642.920 0.45 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 480 20 643.070 642.418 642.868 0.28 642.790 0.47 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 500 20 642.865 642.270 642.720 0.28 642.585 0.41 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 540 40 642.335 641.974 642.424 0.28 642.055 0.18 0.15 0.00 0.30 0.150 6.00 2 0.55 0.992 79.36 2 0.15 0.27 0.21 16.80 560 20 642.070 641.826 642.276 0.28 641.790 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 580 20 641.900 641.678 642.128 0.28 641.620 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 600 20 641.790 641.529 641.979 0.28 641.510 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 620 20 641.655 641.381 641.831 0.28 641.375 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 640 20 641.525 641.233 641.683 0.28 641.245 0.11 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 660 20 641.400 641.085 641.535 0.28 641.120 0.14 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 680 20 641.265 640.937 641.387 0.28 640.985 0.15 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 700 20 641.135 640.789 641.239 0.28 640.855 0.17 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 720 20 640.990 640.640 641.090 0.28 640.710 0.17 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 760 40 640.655 640.344 640.794 0.28 640.375 0.13 0.15 0.00 0.30 0.150 6.00 2 0.55 0.992 79.36 2 0.15 0.27 0.21 16.80 780 20 640.455 640.196 640.646 0.28 640.175 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 800 20 640.230 640.048 640.498 0.28 639.950 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 840 40 639.900 639.752 640.202 0.28 639.620 0.00 0.15 0.00 0.30 0.150 6.00 2 0.55 0.992 79.36 2 0.15 0.27 0.21 16.80 860 20 639.785 639.603 640.053 0.28 639.505 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 880 20 639.665 639.455 639.905 0.28 639.385 0.00 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 900 20 639.600 639.307 639.757 0.28 639.320 0.11 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 920 20 639.520 639.196 639.646 0.28 639.240 0.14 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 940 20 639.495 639.159 639.609 0.28 639.215 0.16 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 960 20 639.380 639.011 639.461 0.28 639.100 0.19 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 980 20 639.205 638.863 639.313 0.28 638.925 0.16 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 1000 20 638.920 638.566 639.016 0.28 638.640 0.17 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 1020 20 638.920 638.066 638.516 0.28 638.640 0.67 0.00 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 1040 20 638.615 638.046 638.496 0.28 638.335 0.39 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 1060 20 638.525 638.026 638.476 0.28 638.245 0.32 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 1080 20 638.545 638.006 638.456 0.28 638.265 0.36 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 1100 20 638.565 637.931 638.381 0.28 638.285 0.45 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 1120 20 638.520 637.921 638.371 0.28 638.240 0.42 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40 1140 20 638.290 637.901 638.351 0.28 638.010 0.21 0.15 0.00 0.30 0.150 3.00 2 0.55 0.992 39.68 2 0.15 0.27 0.21 8.40

Total Qty 171.00 2261.76 478.80

Total For Bed Linning = 171.00 Sqm

Mhaisal Project Planning Sub-Division

2261.76Sqm Total For SideLinnlng = 2740.56 Sqm

Construction of Lining for Ankale Minor No.3 @ Ch :- 6500 (length 0/0 to 1140 m.l

Quality Control Testing Charges

Estimated Cement

Sr. Cement consumption

Total cement Required ReqUired

No. Item In Brief Concrete in Bag I Cum

Consumption No. Of Test! No. Of Rate I

AmountQuantity in Cement Unit Test Test Cum. Concrete

Providing & 1 Laying Chip 757.00 1.25 946.25 100.00 10.00 260.00 2600.00

Masonry In C.M.

2 Mix Design for

1.00 5000.00 5000.00 concrete

10 C.M.Thick

3 Bed Lining C.C.

17.10 5.64 96.44 30.00 1.00 1089.00 1089.00M-15(Cube&

slum testing etc.)

8 C.M.Thick Side

4 Lining C.C. M

274.06 5.64 1545.70 30.00 10.00 1089.00 10890.0015 (Cube & slum

testing etc.)

Total Cement Consumption 2588.39

5 Cement testing 2588.39 1000.00 3.00 2457.00 7371.00

Total

Prepared By

Maishal Project Planning Sub-Division Mhaisal Pump House On. No.2, Jath Sangli

---------

-------

Circle :- KRISHNA KOYNA LIFT IRRIGATION PROJECT CIRCLE,SANGLI.

Division :- MHAISAL PUMP HOUSE DIVISION NO.2 SANGLI. Sub-Division :- MHAISAL PROJECT PLANNING SUB-DIVISION, JATH. Construction of Lining for Ankale Minor No.3 @ Ch:- 6500 (length % to 1140 m.)

LEA D C H ART -- RSR -2009-10

I d Lead ISr. I Material Source of supply. Unit I RemarkNo. Charges

K.M.

1 I Metal I 38 Revnal I 461.99 I Cum. I I I I I I I

I I

2 Sand u 760 __ __._ _ _ I I I I L I --------

Jath I 8.74 I Bags. I I -------------------- I

Cement 313

from Tunne'J ---4 Rubble 8 __Excavatlon_ _ . _

5 Water 5 Local 36.67 110001it'l For Concrtete other itemsI I I I 1------------.-------------------------------------

22.08 10001it. For Earthwork I I -----.-------------------------------------- --

6 Diff. in Royalty Charges For sand 106.00 I Cum. I I I ----1-- I -------

7 Diff. in Royalty Charges For IVletal 35.33 Cum.

CERTIFICATE 1 Certified that the leads for various construction materials as mentioned above are as per

approved lead statement

2 Certified that no construction material of good quality and sufficient quantity available within the lead as specified above.

3 Certified that the availability of construction material in requisite quantity and quality in the above proposed source have been ascertained by me.

Prepared by

Mhaisal Project Planning SubDivision Mhaisal Pump House Division No.2 Jath Sangli.

LEAD CALCULATION SHEET

Construction of Lining for Ankale Minor No.3 @ Ch:- 6500 (length % to 1140 m.)

1 Metal :- 38 k.m. Revnal RSR 09-10

Lead Charge 38 k.m. ( P.No.53) 461.99/Cum.

461.99 Rs. 461.99 / Cum.

2 Sand :- 75 k.m. Belundgi RSR 09-10

Lead Charge 75 k.m. ( P.No.53 ) 760.39 ICum.

760.39 Rs. 760.39 / Cum.

3 Cement:- 31 k.m. lath RSR

For 0 to 50 K.M. Rs. ( P.No.56) 3.92/M.T.

Lead charges for 31 k.m. (3.92 x 31) 121.52 IM.T.

Loading & unloading P. No. 49 53.35/M.T.

Total Rs. 174.87/M.T. Rs. 8.74 / Bag

Available from 4 Rubble :- 8 k.m. RSR 09-10

Tunnel Excavation

Lead 8 k.m. ( P.No.53 ) 132.13 Rs. 132.13 / Cum.

Charges

5 Water :-. 5 k.m. Local RSR 09-10

Lead 5 k.m. ( P.No.53 ) 36.67 Rs. 36.67 /1000 lit.

Charges

For Earthwork 33.74 - 11.66 Rs. 22.08 /1000 lit.

6 Royalty Charges For Sand -- SONSAND (400/2.83 = 141.34 )

141.34 - 35.34 Rs. 106.00 / Cum.

For Metal 70.67 - 35.34 Rs. 35.33 / Cum.

7 Diff. in cost of cement

240 - 241 -1.00= Add 10 % Overhead charges -0.10

-1.10 Rs. -1.10 / Bag

Add 2 % Sundries -0.02

Prepared by -1.12 Rs. -1.12 / Bag

Officer Mhaisal Project Planning SubDivision Mhaisal Pump House Division No.2

Jath Sangli.

RATE ANALYSIS No.1

ITEM No . 1 :- Excavation in soil/Silt/Soft Murum /Lime/Shadu,exeeding 1.5m in width including depositing the material as directed with all leads & lifts including Dressing etc. complete.

1) Basic Rate Rs 23.90 /Cum

( 10 RSR 2009-10 P.NO 7 , I no 2 )

Say Rs. / Cum Prepared by

Sub-Divisional Officer Mhaisal Project Planning SubDivision Mhaisal Pump House Division No.2

Jath Sangli.

Superintending Engineer Krishna Koyna Lift Irrigation Project Circle

Sangli.

RATE ANALYSIS No 2

ITEM No. 2 :- Excavation in hard nurum' ,hard man, kankar pebbles ( including boulders of size less than 0.10 cum.) exceeding 1.5 m. in width including depositing the material as directed with all leads & lifts including Dressing etc. complete.

1) Basic Rate Rs 32.75 /Cum

( 10 RSR 2009-10 P.NO 7 , I no 3)

Say Rs. / Cum

Prepared by

IVISlonal Officer Mhaisal Project Planning SubDivision Mhaisal Pump House Division No.2

Jath Sangli.


Sangli.

RATE ANALYSIS No.3

ITEM No.3 :- Excavation in soft rock exceeding 1.5 m. in width including depositing the material as directed with all leads & lifts including dressing etc. complete.

1) Basic Rate . Rs 85.10 / Cum ( ID RSR 2009-10 P.NO 7 , I no 5 a)

Say Rs. /Cum Prepared by



Sangli.

RATE ANALYSIS No.4

ITEM No.4 :- Excavation in hard rock exceeding 1.5 m. in width including depositing the material as directed with all leads & lifts including dressing etc. complete.

1) Basic Rate ( ID RSR 2009-10

Prepared by

P.NO 7 , I no 6) ..

Say Rs.

Rs 195.60 / Cum

/ Cum


Mhaisal Pump House Division No.2 Sangli.


Sangli.

I

RATE ANALYSIS No.5

ITEM No.5:- Construction of embankment of Casing zone with selected material diarectly from available with selected material diarectly from available material as directed laying in layers levelling spreading and breaking c10dsincluding watering consolidation.

A) Within Initial lead

1) Basic Rate Rs 58.80/ Cum (As per ID RSR 2009-10 It. No 2 , P no 9)

2) Add lead for water 22.08 x 150.00 1000

Rs. 3.31/ Cum

3) Add Diff. in Royalty charges Rs. 62.11 / Cum 35.34/ Cum 97.45

Say Rs. 97.45 I Cum Prepared by

Mhaisal Project Planning SubDivision Mhaisal Pump House Division NO.2 Jath Sangli.


Sangli.

-

RATE ANALYSIS No.6

ITEM No.6:- Providing and Laying chip Masonry back filling behind lining in CM 1 : 8 including striking joints,curing ,scaffolding etc.complete but excluding pointing ( 35 % morter ) including royalty of material .

A Basic rate As per D.S.R. 2009-2010 818.60 I Cum Item No. 22 , Page No. 17

B Lead Charges For Materials

Sr.No. Material Qty. Lead Amount

1 Rubble 1.24 132.13 163.84 2 Sand 0.35 760.39 266.14 3 Water 1000 36.67 36.67 4 Cement 1.25 8.74 10.93

5 Differance In cost of 1.25 -1.12 -1.40

6 Add Diff.In Royalty

Charaes for Sand 0.35 106.00 37.10

7 Add Diff.In Royalty Charaes for Rubble

1.24 35.33 43.81

Total 557.09

Total for (A + B) 818.60 + 557.09 1375.69

Say 1375.70 I Cum Prepared by


Superintending Engineer

Krishna Koyna Lift Irrigation Project Circle

Sangli.

RATE ANALYSIS No.7

Item No :- 7 Providing and lying in situ cement concrete of grade M-15 grade ( 20 MSA ) for canal side lining with all slope of canal including scaffolding, formwork, compaction, curing, laying PVC expansion joints and contraction joints including royalty of materials etc. complete with an initial lead of 50 m. and lift of 1.5 m.

B) For Canal Sides 8 c.m. thick

A Basic rate As per D.S.R. 2009-2010 231.65 / Sqm Item No. 21 , Page No. 17


Sr.No. Material Thick.Of

Lining Qty.

Lead Charges

Amount

1 Metal 0.08 0.90 461.99 33.26

2 Sand 0.08 0.45 760.39 27.37

3 Water 0.08 1000 36.67 2.93

4 Cement 0.08 5.64 8.74 3.94

5 Differance In cost of 0.08 5.64 -1.12 -0.51


Charges for sand

0.08 0.45 106.00 3.82


Charges for Metal

0.08 0.90 35.33 2.54

Total 73.35

Total for (A+B) 231.65 + 73.35 305.00

C Deduct Cost of PVC Expansion Joint (3.10+0.31+0.06) 3.47 ( As per Detailed R.A. Book 09 - 10 Page No.84 ) Total 301.53 ( 3.10 + 10 % O.H. + 2% Sundries)

Say 301.55 I Sqm. Prepared by



Sangli.

RATE ANALVSIS No.8

Item No. : 8 Providing and lying 10 c.m. thick in situ cement concrete of grade M-15 (20MSA) for canal including scaffolding,formwork, compaction, curing, laying PVC expansion joints and construction joints including royalty of materials etc complete with an initial lead of 50 m. and lift of 1.5 m.

A

A) For Canal Bed 10 c.m. thick

Basic rate As per D.S.R. 2009-2010

Item No. 17 , Page No. 20

269.10 I Sqm


Sr.No. Material Thick.Of

Lining Qty.

Lead Charges

Amount

1 Metal 0.10 0.90 461.99 41.58

2 Sand 0.10 0,45 760.39 34.22

3 Water 0.10 1000 36.67 3.67

4 Cement 0.10 5.64 8.74 4.93

5 Differance In cost of 0.10 5.64 -1.12 -0.63

6

Add Diff.In Royalty'

Charges for Sand

0.10 0,45 106.00 4.77

7

Add Diff.In Royalty

Charges for Metal

0.10 0.90 35.33 3.18

Total 91.72

Total for (A+B) 269.10 + 91.72 360.82

C Deduct Cost of PVC Expansion Joint ( As per Detailed R.A. Book 09 - 10 Page No.84 ) ( 3.10 + 10 % O.H. + 2% Sundries)

(3.10+0.31+0.06) Total

357.35

3.47 357.35

I Sqm.


Engineer Mhaisal Pump House Division No.2

Sangli.


Sangli.

Rate Analysis NO.9

Item No. : 9 Providing and laying 100 MM Dia. Porous concrete plugs sand less concrete in proper line and level including necessary excavation laying and fixing etc. Complete

A

1 Excavation for P.P. Plug in s 0.35 0.35 0.35 0.04 / Cum

2 Excavation amount as Per ID DSR 2009-10 23.90 / Cum

Item NO.2 Page No.7 Amount 0.96 / No

B Plug Concrete Quantity 3.14 0.25 0.10 0.10 0.30 0.0024 /Cum

Concrete Amount as per 2453.70 Amount 5.89 / No RA No.ll

C Metal Filter Quantity 0.04 - 0.0024 0.04 /Cum Metal Amount ID DSR 2009-10 Item No.8 Page No.43 330.00 / Cum

0.04 x 330.00 Amount 13.20 / No

D Metal Lead charges 461.99 x 0.04 Amount 18.48 / No

Add diff. in cost of Royalty for Metal 0.04 x 35.34 Amount 1.41 / No

E Add Sand for Filter

Sand 208.00 P.No.43

Lead 760.39 Royalty 141.34

#### x 0.016 17.76 / No Sand Qty (0.04x40%voids)

57.70 I No

Say 57.70 I No Prepared by

Mhaisal Pump House Division No.2 Sangli.


Sangli.

Rate Analysis NO. 10

Item No. : 10 Providing and laying PVC expansion Joints and Construction joints for canal Lining work considering 3 mtr CjC interval and slant length and bottom width of canal one longitudinal and one Traverse joints

Basic rate As per D.S.R. 2009-2010 34.90 /Rmt. Detail rate analysis booklet for Year 2008 -2009 Page No 84

Say Rs. /Rmt.

Prepared by

SU6-Dlvlsional Mhaisal Project Planning SubDivision Mhaisal Pump House Division No.2

Jath Sangli.


SangIi.

RATE ANALYSIS No - 11

1)

Item No.: Providing and laying plain C.C. of grade M-10 (40 MSA) of trap / granite / quartizite graded metal for foundation and bedding, compaction & curing including royalty of material etc complete with an initial lead of 50 m and lift of 1.5 m. (Sand less Concrete) Basic Rate

( Asper ID RSR 2009-10 It.no 4, P no 13 ) 2040.10 /Cum

2) i

ii

Deduct Sand (0.47x 208) Amount 10 % O.H.charges(97.76x10%)

97.76

9.78

iii Basic Royalty charges on sand

0.47x35.34 16.61

Total Deduction Rs. 124.15 (-) 124.15 /Cum

3) Extra Lead Charges 1915.95 /Cum

Sr. No

Material Qty Unit lead Amount

1 Metal 0.94 Cum 461.99 434.27

2 Cement 4.40 bags 8.74 38.46

3 Water 1 1000Lit. 36.67 36.67

Total lead charges 509.40

Rs. 509.40 /Cum

4) Add Diff. in Royalty charges of metal 0.94 x 35.33 33.21/Cum

5) Deduct Diff. in cost of cement 4.40 x -I.IO -4.84/Cum

Prepared by Total Rs. 2453.72 /Cum

Say Rs. 2453.70/Cum

xecu Ive ngmeer Mhaisal Project Planning SubDivision Mhaisal Pump House Division NO.2

Jath Sangli.


Sangli.

Calculation for Determination of Canal Bottom Width I Slant Height Normal Cut

Side Slope of Canal 1.5: 1

A Io

33.41 .24.241 m Slant Height

B , C 0.992

1.5 m

Tan 0 = AB / BC 1/1.5

= 0.666667

0= Tan' 0.666667 o

o= 33. 41 • 24.24

B.W.= 0.3 M F.S.L. = 0.30 M Total Depth = 0.45 M F.B. = 0.15 M

AC BC= Sin ABC Sin BAC

BCAC = X Sin ABC

Sin BAC

= 0.08 X Sin 90 Sin 33,41,24.24

AC = 0.144

Top Width OF Canal = 0.30 m

Bottom Width of Canal due to provision of Lining 0.10 m Thick

= 0.30 2 x 0.15 0.000

Say m

Mhaisal Project Planning Sub-Division I lath 18 to 28

1.0

A

33,41 ,24.24

09 MHAISHAL LIFT IRRIGATION SCHEME

LIST OF STRUCTURES FOR MINOR NO.41 BILUR LINK CANAL·1

.::"

. Sr. No.

chalnage In M. G.L.

Type of

Structure

. C.B.L.

UlS C.B.L.

DIS REMARKS

1 0 649.555 H.R. 647.780 647.780

2 60 648.420 C.T.F. 647.720 647.720

3 80 648.025 C.T.B. 647.700 647.655

4 647.855 OL -1 & OR-1 647.635 647.635

5 120 FALL 0.50M 647.615

6 420 643.505 FALL 0.50M 643.363 642.863

1000 638.920 FALL 0.50M 638.566 638.066

8 1090 638.565 V.R.B. 637.976 637.931

9 1140 638.055 TAIL 637.881 637.881

Mhaisal Project Planning Sub On. Mhaisal Pump house On.No. 2 Jath. Sangli

10

· .STATEMENT SHOWING THE TRANSIT LOSSES

FOR MINOR NO. 4 / BILLUR LINK CANAL PART -I

REACH· I '( 0.00· 1140) ,

Tra nsit Losses P X X 1.25 X 10 -6= Wetted perimeter P = 1.38 M

Length L = 1140 M -6

Tra nsit Losses = 1.38 X 1140 X 1.25 X 10

= 0.002 M3/ sec

Mhaisal Project Planing Sub.Dn.Jath.

.-

~. ~

11

, .

r

MHAISAL LIFT IRRIGATION SCHEME

HYDRAULIC DETAILS

MINIOR NO. 4/ BILLUR LINK CANAL PART -I

Sr. No.

Description Reach I

0.00 to 1140m

0.0874 Cumecs

0.30 M

0.30 M .

0.15 M

. 1.5:1

1 : 1000

0.3883 M/sec.

0.024

1 .Discharge ( Des.)

Bed Width

Full Supply Depth /"

Free Board

Side Slope

Bed Gradient

Velocity

Value Of"N"

2

3

4

5

6

7

8

9 Type Of Canal

I.C.A

Lined

27.23 Ha. 10

For: Yash Aurangabad.

• . •

Sub-Divisional Officer, Mhaisal Project Planing SUb,Dn.Jath.

...... --

-

-

Sr.

No.

0 >

0 0

LO

CA

TIO

N..

CH

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AG

E I

N M

C.C

.A.I

N H

AC

TO

R

I.C

.A.3

8%

O

FC

.C.A

.

WA

TE

R R

EQ

UIR

ED

!0

0

FO

RT

NIG

HT

00

0 0

TIM

E F

AC

TO

R

0 N

O.O

F R

UN

NIN

G

0 00

P

ER

IOD

IN

DA

YS

-.....

.-_..

J

-

I-

_.

I-

_ ...

_...

Tot

al N

o.of

Day

s

0 N

ET

DIS

CH

AR

GE

,0

IN

CU

ME

CS

0

-

.. .. L

EN

OT

H I

N '

M'

0 _

. _.

..

0

TR

AN

SIT

LO

SS

ES

0 0 C

UM

MU

LA

TIV

E

DIS

CH

AR

GE

IN

CU

ME

CS

I-

CA

PIC

ITY

FA

CT

OR

I-

0 P

RO

GR

ES

SIV

E

DIS

CH

AR

GE

I I

.:. IN

CU

ME

CS

-_

. B

ED

I

in

.......

. ....

........

..

VA

LU

EO

F'N

'

I--

-_._.

..........

...

'" F

.S.D

.

'" '" B

ED

WID

TH

'" '"A

RE

A I

N S

Q.M

.

WE

TT

WD

P

ER

IME

TE

R

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'" V

EL

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VID

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D

ISC

HA

RG

E

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ME

RK

S

z

_.

MHAISAL LIFT IRRIGATION SCHEME

DESIGN STATEMENT FOR MINIOR NO.4 OFFTAKING @ 6500 M.ON BILLUR LINK CANAL PART -J

REACH - I (0.00 - 1140)

Discharge Q

Hence the section of

=

0.3 x

AxV= 0.225 x 0.3883 =

0.0874 cumecs >

Hence Safe .........

0.3 m. is adopted.

0.0874 cumecs

0.0384 cumecs

BID = 0.30 0.30

1 = In Bet'n 1.00 to 1.25 Hence OK

Mhaisal Planing SUb.Dn.Jath.

halaal Pump Hou . NJslOn U.

&

OO1:,-)OOc

-

__....

----- -----

..

....."

1

. .

_ ..: )

, ..

..

-°.

•

0a

••-. ••••

I) 7

,i,

' .• •

. "j 150 1 ;; fII\

· j 1400

,..

I I

-I 850 I

=1 J\IV

I300 1450

.,

· · '. · · . ·

. i I·

I

-I 850'

200 300 300,

I 150

_ 1150

350

i

,, I

.... ....

........... ....,......

.l,U

c-:

"

.

...

.. ...

.

0 11 ... __.__" .... )~:L:'.ica:

_

.__.

OO

..

-

"~.-+!"IixDcsil:ln-M.35&above .__ ..

..

....

"

..... .

,,2)

i

••.•, .• -.'J'

'.:1' . ". . '

\',,'."" , ,. " I •\

.... " ,. " .": :. Rernarks

I 200 . .ro,r '.

. ".

. .. .-.----. . . .

;,... ,;,. ; .,...... . ·.·f, '1.50 .. .; .' . 1 . '.' .

s) . . .' -. '.' __. .I 5) ..._ •.__. _, • J 100 _'_00_"..__.. "__.. _._..:.. •. __oo_._, ..... ........ __ oo_ •.1

(Sr'. . • 6 2457 I .. •

I Fineness 200 270, 200 Analysisl _ 300 ... 270 ....

L:"" 300 '.. . 400 870

150 266 150 Dcnsity 150.. 150 Absorption of --Moo 100.680 100

I Specific Gravity 150

r.. (.: __.__ __ :435 .._ •. 258 _ __ Impact :': JOO _ !468 300_ _ ,_

Los Angel's Test 884 400 ._ j ! &:MORTOR:

Strength Concrete ----I - 287 1')0 i . I 130 ( - 3eubesl 287 130

Mix 5000. 11515 '5000 7000 ir515 7060

.. I)) , ' i

I x Method) . -. -- 1974, . PB.2/2006dated Walcr & sp. Gravity 560 12/11103

STEEL: I strength up {O 10 min I

ove 10 __ strength .ove 16 uplO -I

IVV

150200250

1974

I,

_, 200 . . ·.Tcnsile strength 25

I

__

-

"

-

__--- ----------

••·

---

--

..

)Testing'

& .. &,·Tesling .

$ilf Cont,col.:.. . .

.-. ofTes( per Tech. Bonrd 'per MERJ i lSr.No

.. for !

GoV!. G.R.No.WBP- IR 2091/(105/0 daled'J I" No.MTD/STCI786. 2008-99 for !

May 2003 Rs.. daled Rs A) II : Rs. Rs. Rs.

I Density -By Core Cutter Method 200 · I 2 '. 500 - ·500 \

I3 Moisture Content - '

CASING -. Field DrvDcnsity-Salld rcplacement Method 300 · 300

. 500 ..-

5002 COllipaction -150 73 NattJral Moisture Content J50 · IINCLINED SAND

I 400. 870 400 2 Modulus I 200 ; 200

Density .-- ,- 300 ._-----

.; . 300 -'Dl SAND'F'ILTER

- ; -_....

--------

-'- 400----- _---2 . 200 200 ----- -3 300 - 300 '

PITCHING .-. Silt Content 400

Modulus ,200 270 200 .- --' , Sill .. Modulus ..-,--..•. -- .__.

200 270 200 __ _-_...-Mechnnicnl Analysis 1 ion 300 270 I

Compo & ..- ..._,...... ... ..___ _______·_____ i

. .599 '829 •

cubes (7 & days) ... ,.. .1'30>:2·.=260 . 287 x2 260 .... ' .. --_.

. . .. ",'.... ,_.-_.. . .. . . ---, I '.. ' . '; . I ",". . 746:

, '". : •. ' :.:"••.."j . , ". • \ L" ", .. ,1,· •...••... •• j.. . . : ...• "'-" "'::" '" ... : .. :. ..

870 , 400.. .. i.: . . i

. Comp:.StrllriM!i·& Testing , .. . 370 '615 i days) . 130x2=260 -

260.. .,' . I. L

-- _..0

~

...

-~

'iP .. -- 0.,5'

-- ..cO':)'O

I

•

.: 0.5 '-1 1

.-- - -.----- ..' ... -

- -- .. _..-'

-'-1F.S.l. I _.... •• ( F. . .·....1:: ..---- .. r'-

5

'1.5 ... ."

2-'''1 ' .,'\

_ •• B.W.• ____ .!

O.L.

id

-D

•.B:.F:.B..L!H

.C..

.. T.l..IH

II

. I • -. .[ .;.: TOP· . . , ';.

-,..... --- -.. -HI BOno • .__

CJ TOP· -

--- _._-- ._.. _--- CJ BF •

TYPICAL CROSS SECTiON IN FULL BANK

[CONSTRUCTION OF JATH CANAL KM.

Sub/bit Jath.

•1

4t..i'\

lrrr

0(>,

•-

, -.... ..

: 0

0 I( 0 I"

~

.....

= __ - ..

r

v

'.CillEF

~ . .

.

TOUR REPORT OF SHIU T.S .PATIL, ClUEF ENGINEER, MCO, cwe, NAGPUR TO

KRISHNA KOYANA LIFT IRRIGATION PROJECT OF GOVT. OF MAHARASHTRA. ,. .

. :f

. Lift Irrigation Project was visited on 18 th & 19th May 201 O.Following points

. '-:'" ,., ..... . ..

.. @y.<tthe Mahankal Canal at km. 56 to 69, earth work and CD works are in progress and

also work on HP' crossing in km. 63 is in progress. It is observed that foUndation excavation is

completed and hume pipes have been supplied and the construction material has been brought on

the site.

.,.. Pump House of Gavan LIS was in progress and the work of power house is at completion

. errection of electric motor at pump floor level was in progress.

". visit to GSR and PSC the work is in progress and also work of balancing reservoir is

in. Work at all the above sites needs to be expedited for fruitful utilization of AlBP

.. • I

. is observed that the land acquisition process at some of the canal site is still not

.. is hampering the construction work progress. It is therefore suggested that a separate .

. '..; land acquisition programme, be established under MKVDC for timely

. of the scheme. •\ •• I

is also observed that selective lining in the canal system has been proposed in DPR

g large command area under this project benefiting DPAP zone and in order to under irrigation it may be considered to provide lining for all canal works and disnet . f --7- . ... ".. • ....

if the revised TAC may be got -approved from the competent authority.

....

'() PROJECT:

in the Takari command has works on disnet is propO"sooto'be takefiT{p in hand. However, it is necessary to-'provitiesfuOothcash flow for these

) to proceed without any hindrance. This is required because all the balance work under Takari LI

Scheme are be completed along with the repairs of the existing canal system If the existing canai

system are not kept in good shape there is danger of wastage of AIBP funds provided for rest of the

works. It is therefore most essential to keep the existing canal system in good shape . There is also

requirement of funds froni. State Govt. for command area development under this project. Maintenanc

of lining of main Takari canal also needs to be taken up in hand immediately. Information boards for

display regarding AIBP works at important road/canal crossing should be up in the

J /

ENGINEER

011071201 0

,Copy for information to: .

1. Itrigation Deptt. Govt. of Maharashtra, Mantralya, Mumbai.

. Director, MKVDC, Mangalwar Peth, Baller Road, Pune.(Fax: 020-26121557)

3. Chief Engineer, Specified Projects, Pune (Fax: 020-26129733.)

. .. \I

f. ..,,,,.:t.>= _.-- .

".;

eng;nee mhaisal pump ouse on. no.2, mhaisal project...

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