CONSTRUCTION OF FIC NETWORK OF OR-1, OL-1, OL-2, OR-2, OL-3, OR-3, OL-4 , OR-4 OF DY-1 , OL-1 OF DY-2 , OR-1, OL-1 & OR-2, OL-2 OF MINOR-1 OF DY-2 & OL-1, OR-1 & OL-2, OR-2 OF MINOR-2 OF DY-2 OF KAJIBILGI WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS(PACKAGE-1)

KARNATAKA NEERAVARI NIGAM LIMITED 0.00KM 7.1KM

(A GOVERNMENT OF KARNATAKA ENTERPRISES)

PACKAGE ESTIMATE -1

NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF OR-1, OL-1, OL-2, OR-2, OL-3, OR-3, OL-4 , OR-4 OF DY-1 , OL-1 OF DY-2 , OR-1, OL-1 & OR-2, OL-2 OF MINOR-1 OF DY-2 & OL-1, OR-1 & OL-2, OR-2 OF MINOR-2 OF DY-2 OF KAJIBILGI WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS

Pacakge cost = Rs. 475.70 Lakhs

NAME OF WORK : CONSTRUCTION OF FIC KAJIBILAGI EAST & WEST CANALS OF DC-1A OF TUBACHI BABALESHWAR LIFT IRRIGATION SCHEME.

3 General Report

4 General Abstract

5 Abstract of Item wise Quantity

6 KM wise Abstract of Quantity & Weighted Average Rate Calculations

7 Typical Drawings of Structures

9 KM wise Plans and Longitudinal Sections CTC @ Ch.150 m

ESTIMATE FACE SHEET

1 Name of Division KNNL, R & R Division ,Athani.

2 Sanctioned Estimate No.

3 Fund head KNNL Fund

7 Department Head

8 Estimate Framed in the Office of the Alcon Consulting Engineers (INDIA) Pvt. Ltd, Bangalore.

9 Name of work NAME OF WORK : CONSTRUCTION OF FIC KAJIBILAGI EAST & WEST CANALS OF DC-1A OF TUBACHI BABALESHWAR LIFT IRRIGATION SCHEME.

10 Administratively approved under No.

11 Technical sanctioned under No.

12 Estimate prepared by Alcon Consulting Engineers (INDIA) Pvt. Ltd, Bangalore.

13 Estimate checked by Assistant Executive Engineer, KNNL, R&R Sub Division , Athani

Assistant Executive Engineer Executive Engineer

KNNL, R&R Sub Division KNNL, R & R Division

PROFORMA-A TO ACCOMPANY THE ESTIMATE FOR SANCTION AS PER CIRCULAR NO. PWD 17 AIM 73 DT 2-7-1973

NAME OF WORK : CONSTRUCTION OF DY-8 & 9 INCLUDING LATERALS OF WEST MAIN CANAL OF DC-2 INCLUDING STRUCTURES UNDER TUBACHI BABALESHWAR LIS.

S.NO. PARTICULARS REMARKS

A. ALIGNMENT AND PREPARATION OF ESTIMATE

1 Is the alignment of canal/Distributary/channel thoroughly inspected and approved? Yes,

2 Are the trail pits taken at 100 feet interval or at closer intervals, if there is appreciable change. Yes, Trail pits are taken at 100 Mtr. intervals.

3 Are trail pits dug up to bed level / up to hard rock? Yes

4 Are trail pits are checked measured 100% by Assistant Executive Engineer? Yes

5 Is the statement of trail pits, trial pit results are verified and confirmed by Assistant Executive Engineer/ Executive Engineer furnished? Yes

6 Is the estimate prepared KM. wise? Yes

B CLASSIFICATION

7 Classification divides into three groups mainly

a Earth work excavation in all kinds of soil including removal of boulders etc., Yes

b Earth work excavation in soft rock. Yes

c Earth work excavation in soft rock Requiring Blasting. Yes

d Earth work excavation in Hard Rock and big boulders requiring blasting. Yes

C SCHEDULE OF RATES

8 While preparing the estimate, whether average rates based on major classification of soil in the trail pits is arrived at? Yes,WRDSR & P.W.P&I.W.T.D.S.R Belagavi Circle 2018-19 is adopted.

Assistant Executive Engineer Executive Engineer

KNNL, H.B.C. Sub Division No-1 KNNL, H.B.C Division

PROFORMA-B TO ACCOMPANY THE ESTIMATE FOR SANCTION AS PER CIRCULAR NO. PWD 17 AIM 73 DT 2-7-1973

NAME OF WORK : CONSTRUCTION OF DY-8 & 9 INCLUDING LATERALS OF WEST MAIN CANAL OF DC-2 INCLUDING STRUCTURES UNDER TUBACHI BABALESHWAR LIS.

S.NO. PARTICULARS REMARKS

1 Is the section of the canal designed for approved discharge capacity in the reach and are Designed calculations enclosed to the estimate? Yes

2 With reference to the trial pits, are the slopes provided for the sides of the canals stable and optimum? Yes

3 Are there any reaches where hard strata are met with? If so whether steeper slopes for canal sides have been proposed on economic or other considerations. No such reaches.

4 Is swelling type of soil met with? If so whether the cohesive non swelling layer has been provided. Whether the depth provided is optimum with reference to the swelling pressure tests. Yes

5 Are the width of I.P and S.R are as per the approved design standards. Yes

6 Whether the catch water drains are provided is sufficient to pass the discharge. Yes

7 Whether all the useful materials available from the excavation are proposed to be made use of? Yes

8 Is turfing provided for the canal slopes in the soil above water prism? Not provided

9 Are there any reaches where embankment is more than 6 M? If so whether the slopes are fixed by detailed stability analysis? No such reaches.

10 Are the side slopes of the hearting core in the embankment fixed taking into account the compressive cost of casing and hearting materials? No such reaches.

11 Is the L-section of the reach enclosed? The CBL marked on the L-section confirm to the approved CBL for the reach is a plan giving contours, Nala crossing and other communication works enclosed. Are the trail pits results, position of off-taking channels etc. furnished on the L-section? Yes

12 Are there any diversions of Nalas, if so how they are proposed to be diverted? Whether the cost of diversion is also included in the estimation? Not applicable

13 Does the estimate provide for lining also, if so the type of lining whether the drawing enclosed as per the approved one? Yes, Manual lining with 60mm thick 20 M15 is proposed.

14 Are there any cross communications and C.D works in that reach? Whether the details of Nala’s such as C.A., discharges, cross section of Nala and observed H.F.L are furnished. No

15 Whether the approved alignment plan showing F.S.D contour and 2/3 F.S.D contours is enclosed are the fore bearing chainage, C.D works positions furnished? Yes

16 Whether the borrow area map on village map extract showing the different borrow area is enclosed? Quarry map enclosed.

17 Whether the stripping of the base of the embankment just the minimum required removing the root zone and organic materials? No such reaches.

18 Is the Quarry map are enclosed to the estimate? Yes, Enclosed.

Assistant Executive Engineer Executive Engineer

KNNL, H.B.C. Sub Division No-1 KNNL, H.B.C Division

KARNATAKA NEERAVARI NIGAM LIMITED

NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF OR-1, OL-1, OL-2, OR-2, OL-3, OR-3, OL-4 , OR-4 OF DY-1 , OL-1 OF DY-2 , OR-1, OL-1 & OR-2, OL-2 OF MINOR-1 OF DY-2 & OL-1, OR-1 & OL-2, OR-2 OF MINOR-2 OF DY-2 OF KAJIBILGI WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS

This is to certify that M/s Alcon Consulting Engineers (India) Pvt Ltd. No. 35,4TH Main, 4th Stage, Next. Trinity Motors, Industrial Town, Basaveshwaranagar, Bangalore - 560079 have personally visited the spots and have classified the strata based on the trial pits excavated at 30m intervals which has been inspected and approved by the department.They have prepared the estimate for most econamical and safe way of execution of work by considering Revised Schedule of Rates of P.W.D Uniform Common SR(Volume-1 to Volume-5) for the year 2021-22

Assistant Executive Engineer Executive Engineer

KNNL, R&R Sub Division KNNL, R & R Division

Athani . Athani

ABSTRACT ESTIMATE OF EARTH WORK, LINING & STRUCTURES OF FIC

NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST & WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS

Sl.No. Description of Work Unit Rate in Rs. Total Amount in Rs.

1 EARTH WORK & LINING FOR FIC

EAST MAIN CANAL DISTRIBUTARIES Rs 240915781.23

WEST MAIN CANAL DISTRIBUTARIES Rs 772104409.84

EAST MAIN CANAL DISTRIBUTARIES Rs 118024023.18

WEST MAIN CANAL DISTRIBUTARIES Rs 351811161.33

Miscellaneous & Rounding off

Total Irrigable Area Hectare 15497.00

Cost per Hectare 107169.00

Assistant Executive Engineer Executive Engineer

KNNL, R&R Sub Division KNNL, R & R Division

Athani . Athani

Superintending Engineer Chief Engineer

KNNL, R&R Circle, KNNL Irrigation (N)

Athani . Belagavi

ABSTRACT ESTIMATE OF EARTH WORK, LINING & STRUCTURES OF FIC

NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF OR-1, OL-1, OL-2, OR-2, OL-3, OR-3, OL-4 , OR-4 OF DY-1 , OL-1 OF DY-2 , OR-1, OL-1 & OR-2, OL-2 OF MINOR-1 OF DY-2 & OL-1, OR-1 & OL-2, OR-2 OF MINOR-2 OF DY-2 OF KAJIBILGI WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS

Sl.No. Description of Work Unit Rate in Rs. Total Amount in Rs. ICA

WEST MAIN CANAL DY'S

3 MINOR-2 OF DY-2 Rs 8676552.06

Miscellaneous & Rounding off 4881.33

Grand Total 47570000.00 475.70

Section Officer

Assistant Executive Engineer Executive Engineer

KNNL, R&R Sub Division KNNL, R & R Division

Athani . Athani

Superintending Engineer Chief Engineer

KNNL, R&R Circle, KNNL Irrigation (N)

Athani . Belagavi

Consultancy service for survey ,Investigation,Preparation of alignment proposal ,design and drawing and KM wise Estimates and Draft bid documents of the FIC networks of Kalabilagi East and kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Construction of FIC network of Kalabilagi East canal of DC-1A Under Tubachi Babaleshwar Lift Irrigation scheme.

Sl.no Name of Distributory Offtake Chainage Length of DY ICA in Ha Amount in Rs.

Construction of FIC network of Distributary-1 to 14 & DOR-1 to 8 of Kajibilagi West canal of DC-1A Under Tubachi Babaleshwar Lift Irrigation scheme.

Sl.no Name of Distributory Offtake Chainage Length of DY ICA in Ha Amount in Rs.

NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST & WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST & WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST & WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST & WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST & WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST & WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST & WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST & WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS

EAST MAIN CANAL DISTRIBUTARY FIC EAST MAIN CANAL DISTRIBUTARY FIC EAST MAIN CANAL DISTRIBUTARY FIC WEST MAIN CANAL DISTUBUTARY FIC WEST MAIN CANAL DISTUBUTARY FIC WEST MAIN CANAL DISTUBUTARY FIC WEST MAIN CANAL DISTUBUTARY FIC WEST MAIN CANAL DISTUBUTARY FIC WEST MAIN CANAL DISTUBUTARY FIC TENDER PURPOSE

DY-1 DY-2 DY-3 DY-4 DY-5 DY-6 DY-7 DY-8 DY-9 DY-10 DOL-1 DOL-2 DY-1 DY-2 DY-3 DY-4 DY-5 DY-6 DY-7 DY-8 DY-9 DY-10 DY-11 DY-12 DY-13 DY-14 DOR-1 DOR-2 DOR-3 DOR-4 DOR-5 DOR-6 DOR-7 DOR-8 Total

PART-A -Canal work

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Qty Amount Avg Rate Qty Amount

PART-B -STUCTURES

5 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.,complete with all leads and lifts, as directed by Engineer-in-charge.

10 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labours, curing, HOM ,complete with all leads and lifts, as directed by Engineer-in-charge.

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division KNNL, R & R Division

3. ICA AND OFFTAKE DETAILS FIC WISE

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

SL. NO. Name of FIC Offtake Irrigable Command Area (Ha.) Estimated Cost (Rs.)

Chainage in(m) RL in (m) From

1 FC-1 OF OL-1 OF DY-2 150 667.608 DISTRIBUTORY-2 15.08 856557.00

2 BFC-1 OF OL-1 OF DY-2 9 667.599 FC-1 OF OL-1 OF DY-2 479676.00

4 BFC-1 OF OL-1 OF MI-1 135 668.585 FC-1 OF OL-1 OF MI-1 1250450.00

5 FC-1 OF OR-1 OF MI-1 50 667.471 MINOR-1 OF DY-2 9.9 945883.00

6 BFC-1 OF OR-1 OF MI-1 59 667.412 FC-1 OF OR-1 OF MI-1 251868.00

8 BFC-1 OF OL-2 OF MI-1 91 656.76 FC-1 OF OL-2 OF MI-1 768472.00

10 BFC-1 OF OR-2 OF MI-1 211 656.842 FC-1 OF OR-2 OF MI-1 730023.00

Add for Miscellaneous & rounding off 0

Grand Total 9678711.84

COST PER HECTARE 76730

4. ABSTRACT COST OF INDIVIDUAL FIC & ITS STRUCTURE

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Sl No. Name of FIC FIC Excavation & Lining (Rs.) 0.3m Drop (Rs.) Chute RC (7.5m) (Rs.) CTC (5.0m) (Rs.) Bifurcation chamber (Rs.) Total (Rs.) Remarks

5. ABSTRACT DETAILS OF STRUCTURES FIC WISE

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Name of FIC Off-take Chainage in Metre ICA in Hectare Total Length (m) Lining Length Excluding Sructure(m) Lining Excavation Qty (cum) CNS Excavation Qty (cum) Total Excavation Qty (cum) 0.3m Drop (No's) Chute Length (m) RC (7.5m) CTC/SP (5.0m) Bifurcation chambers RL in (m) Offtake from Lining Length

6. Abstract items of Work Structure Wise

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Sl.No. Item of Work unit FC-1 OF OL-1 OF DY-2 BFC-1 OF OL-1 OF DY-2 FC-1 OF OL-1 OF MI-1 BFC-1 OF OL-1 OF MI-1 FC-1 OF OR-1 OF MI-1 BFC-1 OF OR-1 OF MI-1 FC-1 OF OL-2 OF MI-1 BFC-1 OF OL-2 OF MI-1 FC-1 OF OR-2 OF MI-1 BFC-1 OF OR-2 OF MI-1 0.3m Drop Chute RC (7.5m) CTC (5.0m) BifurcationChambers Total Remarks

1 Excavation in all kinds of soil including boulders upto 0.60m diameter (0.113 cum) field channels, Cum 524.61 287.45 949.59 940.11 539.41 159.87 688.75 562.06 1074.85 786.87 6513.57 5500.27 962.57

2 Earth Work Excavation for Foundation in Ordinary Soil including all kind of soils(upto 1.5 m lift) Cum 124.23 373.50 28.20 77.12 10.15 613.20 #REF!

3 ( CNS ) soil lining to canals using soil from approved borrow area Cum 127.11 77.10 251.19 240.91 129.57 38.92 183.52 183.02 410.86 257.38 1899.58

4 murrum / gravely soil ( CNS soil ) for foundation or around pipes Cum 28.28 166.00 18.85 43.68 3.40 260.21

5 T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending Kg 488.84 6482.30 394.65 1262.88 222.50 8851.17

6 Providing and laying in situ vibrated M-10 grade cement concrete using 40mm D/s for foundation Cum 9.09 1.70 5.44 1.15 17.38

7 Providing and laying in situ vibrated M-15 grade cement concrete using 40mm down size for gravity type retaining walls/abutments etc. Cum 36.36 132.80 10.50 33.60 2.55 215.81

8 Providing and laying in situ vibrated M-15 grade cement concrete using 20mm down size for bed lining of canal Cum 11.56 6.91 25.12 21.87 13.87 3.52 16.90 17.27 29.40 15.13 7.07 0.50 1.60 0.55 171.27

9 Providing and laying in situ vibrated M-15 grade cement concrete using 20mm down size for side lining of canal Cum 23.91 14.30 51.95 45.23 28.70 7.28 34.95 35.72 60.80 31.29 8.08 1.00 3.20 1.45 347.86

10 Providing and laying reinforced cement concrete pipe NP3 for Culverts 450mm Dia Pipe m 37.50 80.00 117.50

11 Supplying, fabricating, erecting structural steel members fabricatedfrom rolled steel sections like channels of FIC gate tonne 0.190 0.19

7a. ABSTRACT IRRIGABLE COMMAND AREA

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Sl No Name of FIC ICA in Hectare Remarks

1 OL-1 OF DY-2 15.08

2 OL-1 OF MINOR-1 44.82

3 OR-1 OF MINOR-1 9.9

4 OL-2 OF MINOR-1 25.72

5 OR-2 OF MINOR-1 30.62

TOTAL AREA 126.14

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

ABSTRACT ESTIMATE FOR CONSTRUCTION OF FIC

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs.

1 Excavation in all kinds of soil including boulders upto 0.60 m diameter ( 0.113 cum ) for field channels, seating of embankment for field channels and placing the excavated stuff neatly for formation of service road / field channel embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 10 m and lift upto 2 m (WRD SR 2018-19 Page No.57 Item No.3.2)

FC-1 OF OL-1 OF MI-1 Cum 949.59 50.00 47479.50 #REF!

BFC-1 OF OR-1 OF MI-1 Cum 159.87 50.00 7993.50

2 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with lead upto 1 km and all lifts.(WRD SR - 2018 - 2019, Page No.62 Item No.3.25)

3 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34)

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1)

Total Cost of FIC 5378564.12 0.00 FC-1 OF OL-1 OF DY-2 BFC-1 OF OL-1 OF DY-2 FC-1 OF OL-1 OF MI-1 BFC-1 OF OL-1 OF MI-1 FC-1 OF OR-1 OF MI-1 BFC-1 OF OR-1 OF MI-1 FC-1 OF OL-2 OF MI-1 BFC-1 OF OL-2 OF MI-1 FC-1 OF OR-2 OF MI-1 BFC-1 OF OR-2 OF MI-1 BFC-1 OF OR-2 OF MI-1

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Detailed Estimate for Construction of FIC

Sl. No. Description of Item Measurement Qty.

1 Excavation in all kinds of soil including boulders upto 0.60 m diameter ( 0.113 cum ) for field channels, seating of embankment for field channels and placing the excavated stuff neatly for formation of service road / field channel embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 10 m and lift upto 2 m (WRD SR 2018-19 Page No.57 Item No.3.2)

FC-1 OF OL-1 OF DY-2

Lining Excavation Qty As per Annexture-1 397.50

CNS Qty As per statement = 127.11

Total 524.61 Cum

BFC-1 OF OL-1 OF DY-2

Lining Excavation Qty As per Annexture-1 210.35

CNS Qty As per statement = 77.10

Total 287.45 Cum

FC-1 OF OL-1 OF MI-1

Lining Excavation Qty As per Annexture-1 698.40

CNS Qty As per statement = 251.19

Total 949.59 Cum

BFC-1 OF OL-1 OF MI-1

Lining Excavation Qty As per Annexture-1 699.20

CNS Qty As per statement = 240.91

Total 940.11 Cum

FC-1 OF OR-1 OF MI-1

Lining Excavation Qty As per Annexture-1 409.84

CNS Qty As per statement = 129.57

Total 539.41 Cum

BFC-1 OF OR-1 OF MI-1

Lining Excavation Qty As per Annexture-1 120.95

CNS Qty As per statement = 38.92

Total 159.87 Cum

FC-1 OF OL-2 OF MI-1

Lining Excavation Qty As per Annexture-1 505.23

CNS Qty As per statement = 183.52

Total 688.75 Cum

BFC-1 OF OL-2 OF MI-1

Lining Excavation Qty As per Annexture-1 379.04

CNS Qty As per statement = 183.02

Total 562.06 Cum

FC-1 OF OR-2 OF MI-1

Lining Excavation Qty As per Annexture-1 663.99

CNS Qty As per statement = 410.86

Total 1074.85 Cum

BFC-1 OF OR-2 OF MI-1

Lining Excavation Qty As per Annexture-1 529.49

CNS Qty As per statement = 257.38

Total 786.87 Cum

2 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with lead upto 1 km and all lifts.(WRD SR - 2018 - 2019, Page No.62 Item No.3.25)

FC-1 OF OL-1 OF DY-2

CNS Qty As per statement = 127.11

Total 127.11 Cum

BFC-1 OF OL-1 OF DY-2

CNS Qty As per statement = 77.10

Total 77.10 Cum

FC-1 OF OL-1 OF MI-1

CNS Qty As per statement = 251.19

Total 251.19 Cum

BFC-1 OF OL-1 OF MI-1

CNS Qty As per statement = 240.91

Total 240.91 Cum

FC-1 OF OR-1 OF MI-1

Canal bed 129.57

Total 129.57 Cum

BFC-1 OF OR-1 OF MI-1

Canal bed 38.92

Total 38.92 Cum

FC-1 OF OL-2 OF MI-1

CNS Qty As per statement = 183.52

Total 183.52 Cum

BFC-1 OF OL-2 OF MI-1

CNS Qty As per statement = 183.02

Total 183.02 Cum

FC-1 OF OR-2 OF MI-1

CNS Qty As per statement = 410.86

Total 410.86 Cum

BFC-1 OF OR-2 OF MI-1

CNS Qty As per statement = 257.38

Total 257.38 Cum

3 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34)

FC-1 OF OL-1 OF DY-2

BFC-1 OF OL-1 OF DY-2

FC-1 OF OL-1 OF MI-1

BFC-1 OF OL-1 OF MI-1

FC-1 OF OR-1 OF MI-1

BFC-1 OF OR-1 OF MI-1

FC-1 OF OL-2 OF MI-1

BFC-1 OF OL-2 OF MI-1

FC-1 OF OR-2 OF MI-1

BFC-1 OF OR-2 OF MI-1

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1)

FC-1 OF OL-1 OF DY-2

BFC-1 OF OL-1 OF DY-2

FC-1 OF OL-1 OF MI-1

BFC-1 OF OL-1 OF MI-1

FC-1 OF OR-1 OF MI-1

BFC-1 OF OR-1 OF MI-1

Canal side 2 143.00 0.424 0.060 7.28 Cum

FC-1 OF OL-2 OF MI-1

FC-1 OF OL-2 OF MI-1

FC-1 OF OR-2 OF MI-1

BFC-1 OF OR-2 OF MI-1

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Abstract Estimate for Construction of 0.3m Drop

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1) Cum 1.23 245.00 301.00 301.350

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53) Cum 0.28 1086.00 304.00 304.080

3 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.81 Item No.4.10) Cum 0.09 6432.34 579.00 578.911

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.) Cum 0.36 7652.73 2755.00 2754.983

5 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34) Cum 0.07 6904.76 483.00 483.333

6 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No. 1600&2200-TMT bars Fe 500 (PW, P&IWTD SR 2018-19, Belagavi Circle, Item.No.28.8.2, P.NO.229.) kgs 4.84 62.37 302.00 301.871

7 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1) Cum 0.08 8005.75 640.00 640.460

Grand Total in Rs. 5364.00

Total No of 0.3mDrop 101

Cost of Total 0.3mDrops 541764

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Detailed Estimate for Construction of 0.3m Drop

Sl. No. Description of Item Measurement Qty.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1)

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53)

(a) Head Wall -below Footing 1 2.10 0.45 0.30 0.28

3 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.81 Item No.4.10)

Head Wall Footing 1 2.10 0.450 0.10 0.09 0.15

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.)

Deduction for opening (0.9+0.3)/2x0.3x0.25 -0.05 1.5 0.750 0.135

5 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34)

6 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No. 1600&2200-TMT bars Fe 500 (PW, P&IWTD SR 2018-19, Belagavi Circle, Item.No.28.8.2, P.NO.229.)

Total = 4.84 Kgs

7 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1)

(a) For canal sides

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Abstract Estimate for Construction of Tail end Drop

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1)

Lift upto 1.5m Cum 6.29 245.00 1541.05

Lift upto 3.0m Cum 0.47 #REF! #REF!

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53) Cum 3.01 1086.00 3268.86

3 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.81 Item No.4.10) Cum 0.32 6432.34 2058.35

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.) Cum 0.90 7652.73 6887.46

5 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34) Cum 0.12 6904.76 828.57

6 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1) Cum 0.33 8005.75 2641.90

Grand Total in Rs. #REF! 13071.00

Total No of Tail End Drop #REF!

Cost of Total Tail End Drops #REF! 338

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Detailed Estimate for Construction of Tail end Drop

Sl. No. Description of Item Measurement Qty.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1)

1a Lift upto 1.5m

(b) Canal Bottom(U/s & D/s) 1 5.00 0.684 0.210 0.72

1b Lift upto 3.0m

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53)

(a) For Head wall-below footing 1 2.40 1.3 0.3 0.94

Footing sides 2 2.40 0.15 0.15 0.11

(b) Below PCC for canal bed

U/s & D/s of the drop bed 1 5.00 0.624 0.15 0.47

U/s & D/s of the drop side 2 5.00 0.509 0.15 0.76

3 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.81 Item No.4.10)

Head Wall footing 1 2.10 1.00 0.15 0.32

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.) 1

Deduction for opening (1.2+0.3)/2x0.3x0.4 -0.09 1.50 0.24 0.36 1 0.5

5 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34)

6 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1)

(a) For canal sides

BAR BENDING SCHEDULE FOR 1 DROP @ CH: 1290m

Sl.No SHAPE OF BARS(m) BAR DIA IN mm SPACING IN (mm) SIDES No.OF BARS LENGTH IN (m). TOTAL LENGTH IN (m). UNIT Wt in kg/m Total Wt in kg

Total Weight in kgs= 4.84

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Abstract Estimate for Construction of Chute

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1) Cum 0.45 245.00 110.00 373.5

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53) Cum 0.20 1086.00 217.00 166

3 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.) Cum 0.16 7652.73 1224.00 132.8

4 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No. 1600&2200-TMT bars Fe 500 (PW, P&IWTD SR 2018-19, Belagavi Circle, Item.No.28.8.2, P.NO.229.) Kg 7.81 62.37 487.00 6482.3 6482.30

Grand Total in Rs. 2038.00

Total Length of Chute 830

Cost of Total Chute 1691540

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Detailed Estimate for Construction of Chute for 1m Length

Sl. No. Description of Item Measurement Qty.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1)

Total 0.45 Cum 0.36

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53)

Total 0.20 Cum 0.14

3 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.)

Total 0.16 Cum 0.18 steel

4 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No. 1600&2200-TMT bars Fe 500 (PW, P&IWTD SR 2018-19, Belagavi Circle, Item.No.28.8.2, P.NO.229.)

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Sl.No SHAPE OF BARS(m) BAR DIA IN (mm) SPACING IN (mm) No.OF BARS LENGTH IN (m). UNIT Wt in kg/m Total Wt in kg Transition Wall L= 1.39 H= 0.68 B1= 0.7

Trough Base Slab

Longitudinal bars

Transverse bars

Total weight of Steel Required in kg = 7.81

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Abstract Estimate for Construction of 7.5m Long Road Crossing

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1) Cum 5.64 245.00 1382.00

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53) Cum 3.77 1086.00 4094.00

3 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.81 Item No.4.10) Cum 0.34 6432.34 2187.00

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.) Cum 2.10 7652.73 16071.00 10.5

5 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No. 1600&2200-TMT bars Fe 500 (PW, P&IWTD SR 2018-19, Belagavi Circle, Item.No.28.8.2, P.NO.229.) kg 78.93 62.37 4923.00 394.65

6 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34) Cum 0.10 6904.76 690.00

7 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1) Cum 0.20 8005.75 1601.00

8 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labours, curing, HOM complete as per specifications. Specification No. KSRB 1000, 2300 & MOST Specification no. 1000/2300 (P.W.P & I.W.T.D.S.R. Belgaum circle 2018-19 page no, 254, Item No. 34.6.2) /m 7.50 2711.10 20333.00

Grand Total in Rs. 51281.00 64117.00

Total No of 7.5m Long Road Crossing 5

Cost of Total 7.5m Long Road Crossing 256405 2.56405

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Detailed Estimate for Construction of 7.5m Long Road Crossing

Sl. No. Description of Item Measurement Qty.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1)

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53)

(a) For Head wall-below footing (CNS) 2 2.10 0.8 0.3 1.01

(d)Filling arround pipe 1 5.90 0.65 0.45 1.73

Deduct pipe dia 5.90 0.159 -0.94

For Earth Cushion 1 6.74 0.65 0.45 1.97

3 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.81 Item No.4.10)

(a) For Head Wall Footing 2 2.10 0.8 0.10 0.34

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.)

(a) For Head Wall 2 1.90 0.425 1.40 2.26

5 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No. 1600&2200-TMT bars Fe 500 (PW, P&IWTD SR 2018-19, Belagavi Circle, Item.No.28.8.2, P.NO.229.)

6 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34)

For canal bed U/s & D/s 1 4.0 0.410 0.060 0.10

7 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1)

(a) For canal sides U/s & D/s 2 4.00 0.424 0.060 0.20

8 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labours, curing, HOM complete as per specifications. Specification No. KSRB 1000, 2300 & MOST Specification no. 1000/2300 (P.W.P & I.W.T.D.S.R. Belgaum circle 2018-19 page no, 254, Item No. 34.6.2)

450 MM DIA PIPE 7.5 7.5

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Sl.No SHAPE OF BARS(m) BAR DIA IN (mm) SPACING IN (mm) SIDES/NOS No.OF BARS LENGTH IN (m). TOTAL LENGHT IN (m). UNIT Wt in kg/m Total Wt in kg Transition Wall L= 1.90 H= 1.40 B1= 0.5

Transition Wall(U/S)

Distribution bars 10 200 2 15 1.82 27.30 0.617 33.69

Total weight of Steel Required in kg = 78.93

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Abstract Estimate for Construction of 5.0m wide CTC

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1) Cum 4.82 245.00 1181.00 77.12

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53) Cum 2.73 1086.00 2965.00 43.68

3 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.81 Item No.4.10) Cum 0.34 6432.34 2187.00 5.44

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.) Cum 2.10 7652.73 16071.00 33.6 33.6

5 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No. 1600&2200-TMT bars Fe 500 (PW, P&IWTD SR 2018-19, Belagavi Circle, Item.No.28.8.2, P.NO.229.) kg 78.93 62.37 4923.00 1262.88 1262.88

6 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34) Cum 0.10 6904.76 690.00 1.6

7 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1) Cum 0.20 8005.75 1601.00 3.2

8 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labours, curing, HOM complete as per specifications. Specification No. KSRB 1000, 2300 & MOST Specification no. 1000/2300 (P.W.P & I.W.T.D.S.R. Belgaum circle 2018-19 page no, 254, Item No. 34.6.2) /m 5.00 2711.10 13556.00 80

Grand Total in Rs. 43174.00 64117.00

Total No of 7.5m Long Road Crossing 16

Cost of Total 7.5m Long Road Crossing 690784 6.90784

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Detailed Estimate for Construction of 5.0m wide CTC

Sl. No. Description of Item Measurement Qty.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1)

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53)

(a) For Head wall-below footing (CNS) 2 2.10 0.8 0.3 1.01

(d)Filling arround pipe 1 3.60 0.65 0.45 1.05

Deduct pipe dia 3.60 0.159 -0.57

For Earth Cushion 1 4.235 0.65 0.45 1.24

3 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.81 Item No.4.10)

(a) For Head Wall Footing 2 2.10 0.8 0.10 0.34

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.)

(a) For Head Wall 2 1.90 0.425 1.40 2.26

5 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No. 1600&2200-TMT bars Fe 500 (PW, P&IWTD SR 2018-19, Belagavi Circle, Item.No.28.8.2, P.NO.229.)

6 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34)

For canal bed U/s & D/s 1 4.0 0.410 0.060 0.10

7 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1)

(a) For canal sides U/s & D/s 2 4.00 0.424 0.060 0.20

8 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labours, curing, HOM complete as per specifications. Specification No. KSRB 1000, 2300 & MOST Specification no. 1000/2300 (P.W.P & I.W.T.D.S.R. Belgaum circle 2018-19 page no, 254, Item No. 34.6.2)

450 MM DIA PIPE 5.0 5.0

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Sl.No SHAPE OF BARS(m) BAR DIA IN (mm) SPACING IN (mm) SIDES/NOS No.OF BARS LENGTH IN (m). TOTAL LENGHT IN (m). UNIT Wt in kg/m Total Wt in kg Transition Wall L= 1.90 H= 1.40 B1= 0.5

Transition Wall(U/S)

Distribution bars 10 200 2 15 1.82 27.30 0.617 33.69

Total weight of Steel Required in kg = 78.93

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Abstract Estimate for Construction of Bifurcation chamber

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1) Cum 2.03 245.00 497.00

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53) Cum 0.68 1086.00 738.00

3 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.81 Item No.4.10) Cum 0.23 6432.34 1479.00

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.) Cum 0.51 7652.73 3903.00

5 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34) Cum 0.11 6904.76 760.00

6 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1) Cum 0.29 8005.75 2322.00

7 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No. 1600&2200-TMT bars Fe 500 (PW, P&IWTD SR 2018-19, Belagavi Circle, Item.No.28.8.2, P.NO.229.) Kgs 44.50 62.37 2775.00

8 Supplying, fabricating, erecting structural steel members fabricatedfrom rolled steel sections like channels / angles / beams / rails / plates etc., as per specifications and approved drawings including cost of all materials, machinery, labour, scaffolding, cutting, welding, grinding, cleaning, applying two coats of approved synthetic enamel paint over a coat of zinc chromate red oxide paint etc., complete with lead upto 1 km and all lifts.(WRD SR 2018-19 Page No.105 Item No.5.8) tonne 0.038 101400.00 4056.00 0.190 0.19

Grand Total in Rs. 16530.00

Total No of Bifurcation chamber 5

Cost of Total Bifurcation chamber 82650

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

Detailed Estimate for Construction of Bifurcation chamber

Sl. No. Description of Item Measurement Qty.

1 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1)

2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53)

For Chamber below 1 1.50 1.50 0.30 0.68

3 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.81 Item No.4.10)

Chamber bed 1 1.50 1.50 0.10 0.23

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.)

Chamber walls 4 1.10 0.20 0.50 0.44

Chamber bed 1 0.90 0.90 0.15 0.12

Deduction for opening(0.3x0.3x0.2) 3 0.30 0.30 0.20 -0.05

5 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34)

For Canal bed 1 4.50 0.41 0.060 0.11

6 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1)

(a) For Canal sides 2 4.50 0.424 0.075 0.29

7 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No. 1600&2200-TMT bars Fe 500 (PW, P&IWTD SR 2018-19, Belagavi Circle, Item.No.28.8.2, P.NO.229.)

Total= 44.50 Kg

8 Supplying, fabricating, erecting structural steel members fabricatedfrom rolled steel sections like channels / angles / beams / rails / plates etc., as per specifications and approved drawings including cost of all materials, machinery, labour, scaffolding, cutting, welding, grinding, cleaning, applying two coats of approved synthetic enamel paint over a coat of zinc chromate red oxide paint etc., complete with lead upto 1 km and all lifts.(WRD SR 2018-19 Page No.105 Item No.5.8)

Lift gate 2No. (2x 19kg = 38kg) 2 0.019 0.038 tonne 38 0.038

Total 0.038 tonne

BAR BENDING SCHEDULE FOR VALVE CHAMBER FOR RISING MAIN

Sl.No SHAPE OF BARS(m) BAR DIA IN MM SPACING IN (mm) SIDES/NOS No.OF BARS LENGTH IN (m). TOTAL LENGTH IN (m). UNIT Wt in kg/m Total Wt in kg

Deducting the pipe portion

Add 5% Extra as Wastages = 0.00 Kg

Grand Total = 44.50 Kg

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

(AS PER W.R.D.S.R 2018-19)

Sl No Materials Source Lead KM Lead charges Loading Charges Unloading Charges Total Remarks

up to 5km 5Km-30Km and above 30 km

Assistant Executive Engineer Executive Engineer Superintending Engineer

KNNL, R & R Sub. Division, KNNL, R & R Division, KNNL, R & R Circle,

Athani. Athani. Athani.

Name of Work : Construction of FIC of OL-1 of DY-2 & OL-1, OR-1, OL-2, OR-2 of Minor-1 of DY-2 of Kajibilagi West canals of DC-1A of Tubachi Babaleshwar Lift Irrigation scheme.

1 Excavation in all kinds of soil including boulders upto 0.60 m diameter ( 0.113 cum ) for field channels, seating of embankment for field channels and placing the excavated stuff neatly for formation of service road / field channel embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 10 m and lift upto 2 m (WRD SR 2018-19 Page No.57 Item No.3.2)

Basic Rate : Rs 50.00 /Cum

Total : Rs 50.00 /Cum

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division, KNNL, R & R Sub. Division, KNNL, R & R Division,

Athani. Athani.

Approved for : Rs.50 /- ( Rupees Fifty Only )

Superintending Engineer

KNNL, R & R Circle,

2 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.complete with lead upto 50 m and lift upto 1.5 m (WRD SR 2018-19 Page No.79 Item No.4.1)

Lift 0.0 to 1.5m Basic Rate : Rs 245.00 /Cum

Total : Rs 245.00 /Cum

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division, KNNL, R & R Sub. Division, KNNL, R & R Division,

Athani. Athani.

Approved for : Rs.245 /- ( Rupees Two Hundred FourtyFive Only )

Superintending Engineer

KNNL, R & R Circle,

3 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with lead upto 1 km and all lifts.(WRD SR - 2018 - 2019, Page No.62 Item No.3.25)

Basic Rate : Rs 244.00 /Cum

Add lead charges:

Diff in Royalty

Total : Rs 664.60 /Cum

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division, KNNL, R & R Sub. Division, KNNL, R & R Division,

Athani. Athani.

Approved for : Rs.664.6 /- ( Rupees Six Hundred SixtyFour Paise Sixty Only )

Superintending Engineer

KNNL, R & R Circle,

4 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts. (WRD SR 2018-19 Page No.96 Item No.4.53)

Basic Rate : Rs 684.00 /Cum

Add lead charges:

Diff in Royalty

Total : Rs 1086.00 /Cum

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division, KNNL, R & R Sub. Division, KNNL, R & R Division,

Athani. Athani.

Approved for : Rs.1086 /- ( Rupees One Thousand EightySix Only )

Superintending Engineer

KNNL, R & R Circle,

5 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. Cement content: 220 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.81 Item No.4.10)

Basic Rate Lift upto 1.5m : Rs 5376.00 /Cum

Add difference in cost of Cement ( Rs.288.00-278.00) x 225.2/50 : Rs 45.04 /cum 5560

Add Contractors profit and over head charges 15% : Rs 6.75 /cum

Add lead charges: Total : Rs 5427.79 /cum

Diff in Royalty

Total : Rs 6432.34 /Cum 6432.34

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division, KNNL, R & R Sub. Division, KNNL, R & R Division,

Athani. Athani.

Approved for : Rs.6432.34 /- ( Rupees Six Thousand Four Hundred ThirtyTwo Paise ThirtyFour Only )

Superintending Engineer

KNNL, R & R Circle,

6 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and lift upto 1.5 m from surface. ( Cement content: 240 kg / cum with use of super plasticiser ). ( WRD SR - 2018 - 2019 Page No.86, item No.4.26.2.)

Basic Rate Lift upto 1.5m : Rs 6577.00 /Cum

Add difference in cost of Cement (Rs.288.00-278.00) x 247.5/50 : Rs 49.50 /cum

Add Contractors profit and over head charges 15% : Rs 7.42 /cum

Add lead charges: Total : Rs 6633.92 /cum

Diff in Royalty

Total : Rs 7652.73 /Cum 7652.73

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division, KNNL, R & R Sub. Division, KNNL, R & R Division,

Athani. Athani.

Approved for : Rs.7652.73 /- ( Rupees Seven Thousand Six Hundred FiftyTwo Paise SeventyThree Only )

Superintending Engineer

KNNL, R & R Circle,

7 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.34) 5760

Basic Rate : Rs 5855.00 /Cum

Add difference in cost of Cement (Rs.288.00-278.00) x 277.7/50 : Rs 55.54 /cum Rupees Six Thousand Nine Hundred Four Paise SeventySix Only

Add Contractors profit and over head charges 15% : Rs 8.33 /cum

Add lead charges: Total : Rs 5918.87 /cum

Diff in Royalty

Total : Rs 6904.76 /Cum 6904.76

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division, KNNL, R & R Sub. Division, KNNL, R & R Division,

Athani. Athani.

Approved for : Rs.6904.76 /- ( Rupees Six Thousand Nine Hundred Four Paise SeventySix Only )

Superintending Engineer

KNNL, R & R Circle,

8 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser) (WRD SR 2018-19 Page No.64 Item No.3.32.1)

Basic Rate : Rs 6956.00 /Cum

Add difference in cost of Cement (Rs.288.00-278.00) x 277.7/50 : Rs 55.54 /cum

Add Contractors profit and over head charges 15% : Rs 8.33 /cum

Add lead charges: Total : Rs 7019.87 /cum

Diff in Royalty

Total : Rs 8005.75 /Cum

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division, KNNL, R & R Sub. Division, KNNL, R & R Division,

Athani. Athani.

Approved for : Rs.8005.75 /- ( Rupees Eight Thousand Five Paise SeventyFive Only )

Superintending Engineer

KNNL, R & R Circle,

9 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labours, curing, HOM complete as per specifications. Specification No. KSRB 1000, 2300 & MOST Specification no. 1000/2300 (P.W.P & I.W.T.D.S.R. Belgaum circle 2018-19 page no, 254, Item No. 34.6.2)

a) 450mm dia. Pipe Basic Rate : Rs 2582.00 /m

Add area weightage 5% (Major Irrigation command Area) : Rs 129.10 / m

Total : Rs 2711.10 / m

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division, KNNL, R & R Sub. Division, KNNL, R & R Division,

Athani. Athani.

Approved for : Rs.2711.1 /- ( Rupees Two Thousand Seven Hundred Eleven Paise Ten Only )

Superintending Engineer

KNNL, R & R Circle,

10 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH Specification No. 1600&2200-TMT bars Fe 500 (PW, P&IWTD SR 2018-19, Belagavi Circle, Item.No.28.8.2, P.NO.229.)

Basic Rate : Rs 67543.00 Tonne

Sub Total 59403.40 /Tonne

Add 5% of area weightage 2970.17 /Tonne

Total : Rs 62373.57 /Tonne

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division, KNNL, R & R Sub. Division, KNNL, R & R Division,

Athani. Athani.

Approved for : Rs.62373.57 /- ( Rupees SixtyTwo Thousand Three Hundred SeventyThree Paise FiftySeven Only )

Superintending Engineer

KNNL, R & R Circle,

11 Supplying, fabricating, erecting structural steel members fabricatedfrom rolled steel sections like channels / angles / beams / rails / plates etc., as per specifications and approved drawings including cost of all materials, machinery, labour, scaffolding, cutting, welding, grinding, cleaning, applying two coats of approved synthetic enamel paint over a coat of zinc chromate red oxide paint etc., complete with lead upto 1 km and all lifts.(WRD SR 2018-19 Page No.105 Item No.5.8)

: Rs 101400.00 Tonne

Total : Rs 101400.00 /Tonne

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division, KNNL, R & R Sub. Division, KNNL, R & R Division,

Athani. Athani.

Approved for : Rs.101400 /- ( Rupees One Lakh One Thousand Four Hundred Only )

Superintending Engineer

KNNL, R & R Circle,

NAME OF WORK : CONSTRUCTION OF FIC KAJIBILAGI EAST CANALS OF DC-1A OF TUBACHI BABALESHWAR LIFT IRRIGATION SCHEME. NAME OF WORK : CONSTRUCTION OF FIC KAJIBILAGI EAST CANALS OF DC-1A OF TUBACHI BABALESHWAR LIFT IRRIGATION SCHEME. NAME OF WORK : CONSTRUCTION OF FIC KAJIBILAGI EAST CANALS OF DC-1A OF TUBACHI BABALESHWAR LIFT IRRIGATION SCHEME.

EAST MAIN CANAL DISTRIBUTARY FIC EAST MAIN CANAL DISTRIBUTARY FIC EAST MAIN CANAL DISTRIBUTARY FIC

DY-1 DY-2 DY-3 DY-4 DY-5 DY-6 DY-7 DY-8 DY-9 DY-10 DOL-1 DOL-2 Total

PART-A -Canal work

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Qty Amount Avg Rate Qty Amount

1 Excavation in all kinds of soil including boulders upto 0.60 m diameter ( 0.113 cum ) for field channels, seating of embankment for field channels and placing the excavated stuff neatly for formation of service road / field channel embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. cum 81.71 16826.62 50.00 841331.00 48421.59 50.00 2421079.50 28791.48 50.00 1439574.00 14299.32 50.00 714966.00 15869.79 50.00 793489.50 19639.10 50.00 981955.00 9623.85 50.00 481192.50 35736.05 50.00 1786802.50 24079.24 50.00 1203962.00 80408.76 50.00 4020438.00 5548.14 50.00 277407.00 4747.37 50.00 237368.50 303991.31 15199565.50 50.00 303991.31 15199565.50

2 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! 21893.13 660.29 14455814.81 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

3 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! 814.14 6911.34 5626798.35 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! 2063.56 8012.34 16533944.33 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Total #REF! 39037636.99 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

PART-B -STUCTURES #REF!

5 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.,complete with all leads and lifts, as directed by Engineer-in-charge.

1 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. cum #REF! #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF! #REF!

6 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Cum 3.48 717.57 1080.01 774982.78 2064.92 1080.01 2230134.25 1227.80 1080.01 1326036.28 609.79 1080.01 658579.30 676.76 1080.01 730907.57 837.50 1080.01 904508.38 410.41 1080.01 443246.90 1523.95 1080.01 1645881.24 1026.85 1080.01 1109008.27 3429.00 1080.01 3703354.29 236.60 1080.01 255530.37 202.45 1080.01 218648.02 12963.61 14000817.65 1080.01 12963.61 14000817.65

7 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery ,complete with all leads and lifts, as directed by Engineer-in-charge. kg 85.99 17708.92 62.37 1104505.34 50960.54 62.37 3178408.88 30301.14 62.37 1889882.10 15049.10 62.37 938612.37 16701.92 62.37 1041698.75 20668.86 62.37 1289116.80 10128.47 62.37 631712.67 37609.84 62.37 2345725.72 25341.82 62.37 1580569.31 84624.94 62.37 5278057.51 5839.05 62.37 364181.55 4996.30 62.37 311619.23 319930.89 19954090.23 62.37 319930.89 19954090.23

8 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Cum 0.14 28.64 6438.01 184384.61 82.41 6438.01 530556.40 49.00 6438.01 315462.49 24.34 6438.01 156701.16 27.01 6438.01 173890.65 33.43 6438.01 215222.67 16.38 6438.01 105454.60 60.82 6438.01 391559.77 40.98 6438.01 263829.65 136.86 6438.01 881106.05 9.44 6438.01 60774.81 8.08 6438.01 52019.12 517.40 3330961.98 6437.87 517.40 3330961.98

9 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Cum 2.04 419.94 7658.02 3215908.92 1208.46 7658.02 9254410.85 718.55 7658.02 5502670.27 356.87 7658.02 2732917.60 396.06 7658.02 3033035.40 490.13 7658.02 3753425.34 240.18 7658.02 1839303.24 891.86 7658.02 6829881.72 600.94 7658.02 4602010.54 2006.76 7658.02 15367808.22 138.46 7658.02 1060329.45 118.48 7658.02 907322.21 7586.70 58099023.76 7658.01 7586.70 58099023.76

8 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. cum #REF! #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF! #REF!

9 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. cum #REF! #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF! #REF!

10 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labours, curing, HOM ,complete with all leads and lifts, as directed by Engineer-in-charge.

11 Supplying, fabricating, erecting structural steel members fabricated from rolled steel sections like channels / angles / beams / rails / plates etc., as per specifications and approved drawings including cost of all materials, machinery, labour, scaffolding, cutting, welding, grinding, cleaning, applying two coats of approved synthetic enamel paint over a coat of zinc chromate red oxide paint etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Tonne 0.00 0.30 101400.00 30115.80 0.85 101400.00 86595.60 0.51 101400.00 51511.200 0.25 101400.00 25552.80 0.28 101400.00 28392.00 0.35 101400.00 35084.40 0.17 101400.00 17238.00 0.63 101400.00 63882.00 0.42 101400.00 43095.00 1.42 101400.00 143785.20 0.10 101400.00 9937.20 0.08 101400.00 8517.60 5.36 543706.80 101452.35 5.36 543706.80

Grand Total #REF! 56743853.86 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division KNNL, R & R Division

NAME OF WORK : CONSTRUCTION OF FIC KAJIBILAGI EAST & WEST CANALS OF DC-1A OF TUBACHI BABALESHWAR LIFT IRRIGATION SCHEME.

0 NAME OF WORK : CONSTRUCTION OF FIC KAJIBILAGI WEST CANALS OF DC-1A OF TUBACHI BABALESHWAR LIFT IRRIGATION SCHEME. NAME OF WORK : CONSTRUCTION OF FIC KAJIBILAGI WEST CANALS OF DC-1A OF TUBACHI BABALESHWAR LIFT IRRIGATION SCHEME. NAME OF WORK : CONSTRUCTION OF FIC KAJIBILAGI WEST CANALS OF DC-1A OF TUBACHI BABALESHWAR LIFT IRRIGATION SCHEME. NAME OF WORK : CONSTRUCTION OF FIC KAJIBILAGI WEST CANALS OF DC-1A OF TUBACHI BABALESHWAR LIFT IRRIGATION SCHEME.

EAST MAIN CANAL DISTRIBUTARY FIC WEST MAIN CANAL DISTRIBUTARY FIC WEST MAIN CANAL DISTUBUTARY FIC WEST MAIN CANAL DISTRIBUTARY FIC WEST MAIN CANAL DISTUBUTARY FIC TENDER PURPOSE

DY-1 DY-2 DY-3 DY-4 DY-5 DY-6 DY-7 DY-8 DY-9 DY-10 DOL-1 DOL-2 DY-1 DY-2 DY-3 DY-4 DY-5 DY-6 DY-7 DY-8 DY-9 DY-10 DY-11 DY-12 DY-13 DY-14 DOR-1 DOR-2 DOR-3 DOR-4 DOR-5 DOR-6 DOR-7 DOR-8 Total

PART-A -Canal work

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Qty Amount Avg Rate Qty Amount

2 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! 21893.13 660.29 14455814.81 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

3 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! 814.14 6911.34 5626798.35 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! 2063.56 8012.34 16533944.33 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Total #REF! 39037636.99 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

PART-B -STUCTURES #REF! #REF!

5 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.,complete with all leads and lifts, as directed by Engineer-in-charge.

1 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. cum #REF! #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF! #REF!

8 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. cum #REF! #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF! #REF!

9 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. cum #REF! #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF! #REF!

10 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labours, curing, HOM ,complete with all leads and lifts, as directed by Engineer-in-charge.

Grand Total #REF! 56743853.86 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division KNNL, R & R Division

NAME OF WORK : CONSTRUCTION OF FIC KAJIBILAGI EAST & WEST CANALS OF DC-1A OF TUBACHI BABALESHWAR LIFT IRRIGATION SCHEME.

NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST & WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS

Item No Total Quantity Item of work Unit Refrence for detailed specification Estimated

Rate Rate in Words Amount

1 1254754.55 Excavation in all kinds of soil including boulders upto 0.60 m dia. (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc.,complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - I Page No.89-106 50.00 Rupees Fifty Only 62737728.00 Rupees Six Crore TwentySeven Lakh ThirtySeven Thousand Seven Hundred TwentyEight Only

2 574063.09 Providing cohesive non-swelling (CNS) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers of thickness not more than 150mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - II Page No.107-122 658.43 Rupees Six Hundred FiftyEight Paise FourtyThree Only 377980845.35

3 20956.98 Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, placing in position, levelling, vibrating, finishing, curing, etc., complete with all leads and lifts, as directed by Engineer-in-charge.(60 mm Thick Manual lining) Cum Section - III Page No.123-153 6908.49 Rupees Six Thousand Nine Hundred Eight Paise FourtyNine Only 144781080.21

4 53377.61 Providing and laying insitu Vibrated M-15 (28 days Cube compressive strength not less 15N/mm²) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge.(75mm Thick Manual lining) Cum Section - III Page No.123-153 8009.36 Rupees Eight Thousand Nine Paise ThirtySix Only 427520537.51

PART - II (Structures)

1 105500.48 Excavation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour etc.,complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - I Page No.89-106 245.00 Rupees Two Hundred FourtyFive Only 25847622.50

2 2131.33 Providing and laying in situ vibrated M-10 (28 days cube compressive strength not less than 10 N/Sqmm) grade cement concrete using 40mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, mixing, placing in position, leveling, vibrating, finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - IV Page No.155-186 6434.60 Rupees Six Thousand Four Hundred ThirtyFour Paise Sixty Only 13714231.90

3 1355224.08 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery ,complete with all leads and lifts, as directed by Engineer-in-charge. Kg Section - V Page No.187-190 62.37 Rupees SixtyTwo Paise ThirtySeven Only 84525325.90

4 32014.86 Providing and laying in situ vibrated M-15 (28 days cube compressive strength not less than 15N/Sqmm) grade cement concrete using 40mm down size approved, clean, hard, graded aggregates for gravity type retainaing walls/abutments etc. including cost of all materials, machinery, labour, formwork, scafolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - IV Page No.155-186 7653.64 Rupees Seven Thousand Six Hundred FiftyThree Paise SixtyFour Only 245030088.09

5 54918.72 Providing and filling Murrum/Gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, machinery, labour,breaking clods, spreading in layers of 100 to 150 mm ,watering, compaction by earth masters to acheuve density control of not less than 95 percent etc.,complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - II Page No.107-122 1077.90 Rupees One Thousand SeventySeven Paise Ninety Only 59196991.42

6 21.61 Supplying, fabricating, erecting structural steel members fabricated from rolled steel sections like channels / angles / beams / rails / plates etc., as per specifications and approved drawings including cost of all materials, machinery, labour, scaffolding, cutting, welding, grinding, cleaning, applying two coats of approved synthetic enamel paint over a coat of zinc chromate red oxide paint etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Tonne/ capacity Section - VI Page No.191-194 101397.26 Rupees One Lakh One Thousand Three Hundred NinetySeven Paise TwentySix Only 2191051.20

7 14506.98 Providing and laying reinforced cement concrete pipe NP3 for Culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications.complete with all leads and lifts, as directed by Engineer-in-charge. (450mm Dia of Pipe) Rmt Section - IX Page No.203 2711.10 Rupees Two Thousand Seven Hundred Eleven Paise Ten Only 39329873.50

Rupees Fourteen Crore EightyTwo Lakh EightyFive Thousand Five Hundred ThirtySeven Paise Only t

I / We Sri……………………………………………………………………………………………………………………… Class ………...PWD/ Category...................of KNNL: Reg. No………………......do hereby agreable to execute the above work adhering to the full specification of items of Tender Documents, Contract agreement etc.,

At …………% (percentage in figures) ……………………………………………. …. (Percentage in words) Above the amount put to tender for the work

At …………% (percentage in figures) ……………………………………………. …. (Percentage in words) Below the amount put to tender for the work

At the rates notified above agianst each item of work. ( If so confirm in writing ………………………………)

1) All the items of work should be carried out as per detailed specifications, relevant to I.S Codes and PWD Hand book Specifications and stipulations.

2) Omissions and Typographical errors which in the opinion of the Executive Engineer are obvious mistakes will not be a ground for claims for extra payment.

3) The tender offer should be inclusive of all leads and lifts, the incidental charges, local or general Taxes and Royality etc., Complete as applicable payeble to the Government or local bodies in the region.

No of Corrections :

No of over writings :

Contractor Execuitve Engineer,

NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS

EAST MAIN CANAL DISTRIBUTARY FIC EAST MAIN CANAL DISTRIBUTARY FIC EAST MAIN CANAL DISTRIBUTARY FIC TENDER PURPOSE

DY-1 DY-2 DY-3 DY-4 DY-5 DY-6 DY-7 DY-9 DOL-1 DOL-2 Total

PART-A -Canal work DY-8 MI-1 OF DY-8 MI-2 OF DY-8 DY-10 MI-1 OF DY-10 MI-2 OF DY-10 MI-3 OF DY-10 MI-4 OF DY-10

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Qty Amount Avg Rate Qty Amount

1 Excavation in all kinds of soil including boulders upto 0.60 m diameter ( 0.113 cum ) for field channels, seating of embankment for field channels and placing the excavated stuff neatly for formation of service road / field channel embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. cum 81.82 17014.31 50.00 850715.50 48421.59 50.00 2421079.50 28830.89 50.00 1441544.50 13329.68 50.00 666484.00 13101.59 50.00 655079.50 18061.15 50.00 903057.50 9637.02 50.00 481851.00 16090.34 50.00 804517.00 12027.05 50.00 601352.50 7708.47 50.00 385423.50 24112.20 50.00 1205610.00 9876.76 50.00 493838.00 10079.68 50.00 503984.00 17819.25 50.00 890962.50 22124.73 50.00 1106236.50 20629.02 50.00 1031451.00 3692.98 50.00 184649.00 4545.36 50.00 227268.00 297102.09 14855103.50 50.00 297102.09 14855103.50

2 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum 36.99 8989.06 625.66 5624095.28 21893.13 660.29 14455814.81 13035.47 660.29 8607190.49 7352.06 625.66 4599889.86 7362.79 638.64 4702172.21 10029.44 638.64 6405201.56 4357.24 660.29 2877042.00 7275.02 660.29 4803622.96 5437.86 660.29 3590564.58 3485.28 660.29 2301295.53 10901.99 660.29 7198474.98 4465.64 660.29 2948617.44 4557.38 660.29 3009192.44 8056.72 660.29 5319771.65 10003.38 660.29 6605131.78 9327.12 660.29 6158604.06 2037.01 625.66 1274475.68 2507.59 638.64 1601447.28 141074.18 92082604.59 652.72 141074.18 92082604.59

3 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum 1.38 230.66 6881.21 1587219.90 814.14 6911.34 5626798.35 484.75 6911.34 3350272.07 197.29 6852.71 1351971.16 204.61 6851.78 1401942.71 274.07 6832.78 1872660.01 162.03 6911.34 1119844.42 270.54 6911.34 1869793.92 202.22 6911.34 1397611.17 129.61 6911.34 895778.78 405.41 6911.34 2801926.35 166.06 6911.34 1147697.12 169.48 6911.34 1171333.90 299.61 6911.34 2070706.58 372.00 6911.34 2571018.48 346.85 6911.34 2397198.28 57.64 6862.21 395537.78 68.37 6844.08 467929.75 4855.34 33497240.73 6899.05 4855.34 33497240.73

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum 3.49 844.40 7982.20 6740169.68 2063.56 8012.34 16533944.33 1228.67 8012.34 9844521.79 500.69 7953.71 3982343.06 518.25 7952.77 4121523.05 693.79 7933.78 5504377.23 410.70 8012.34 3290668.04 685.71 8012.34 5494141.66 512.55 8012.34 4106724.87 328.51 8012.34 2632133.81 1027.58 8012.34 8233320.34 420.91 8012.34 3372474.03 429.56 8012.34 3441780.77 759.39 8012.34 6084490.87 942.88 8012.34 7554675.14 879.14 8012.34 7043968.59 146.13 7963.21 1163663.88 173.37 7945.08 1377438.52 12565.80 100522359.66 7999.68 12565.80 100522359.66

PART-B -STUCTURES

5 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.,complete with all leads and lifts, as directed by Engineer-in-charge.

6 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Cum 3.49 1314.97 1048.92 1379298.33 2064.92 1080.01 2230134.25 1229.48 1080.01 1327850.69 1193.18 1048.92 1251550.37 802.98 1061.28 852186.61 572.15 1061.28 607211.35 410.97 1080.01 443851.71 686.17 1080.01 741070.46 512.89 1080.01 553926.33 328.73 1080.01 355031.69 1028.26 1080.01 1110531.08 421.19 1080.01 454889.41 429.84 1080.01 464231.50 759.90 1080.01 820699.60 943.50 1080.01 1018989.44 879.72 1080.01 950106.40 212.20 1048.92 222580.82 288.90 1061.28 306603.79 14079.94 15090743.83 1071.79 14079.94 15090743.83

7 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery ,complete with all leads and lifts, as directed by Engineer-in-charge. kg 86.11 32451.42 62.37 2023995.07 50960.54 62.37 3178408.88 30342.61 62.37 1892468.59 29407.39 62.37 1834138.91 19785.82 62.37 1234041.59 14027.29 62.37 874882.08 10142.33 62.37 632577.12 16934.03 62.37 1056175.45 12657.68 62.37 789459.50 8112.66 62.37 505986.60 25376.50 62.37 1582732.31 10394.64 62.37 648313.70 10608.20 62.37 661633.43 18753.59 62.37 1169661.41 23284.83 62.37 1452274.85 21710.69 62.37 1354095.74 5263.44 62.37 328280.75 7144.06 62.37 445575.02 347357.75 21664701.00 62.37 347357.75 21664701.00

8 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Cum 0.14 23.27 6406.57 149080.88 82.41 6438.01 530556.40 49.07 6438.01 315913.15 21.41 6376.40 136518.72 24.67 6373.67 157238.44 32.49 6353.56 206427.16 16.40 6438.01 105583.36 27.39 6438.01 176337.09 20.47 6438.01 131786.06 13.12 6438.01 84466.69 41.04 6438.01 264215.93 16.81 6438.01 108222.95 17.16 6438.01 110476.25 30.33 6438.01 195264.84 37.66 6438.01 242455.46 35.11 6438.01 226038.53 6.33 6386.45 40426.23 6.24 6365.08 39718.10 501.38 3220726.24 6423.75 501.38 3220726.24

9 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Cum 2.04 708.33 7626.46 5402050.41 1208.46 7658.02 9254410.85 719.53 7658.02 5510175.13 638.88 7595.76 4852779.15 456.43 7593.18 3465755.15 358.61 7572.71 2715649.53 240.51 7658.02 1841830.39 401.57 7658.02 3075231.09 300.16 7658.02 2298631.28 192.38 7658.02 1473249.89 601.77 7658.02 4608366.70 246.49 7658.02 1887625.35 251.56 7658.02 1926451.51 444.71 7658.02 3405598.07 552.17 7658.02 4228528.90 514.84 7658.02 3942655.02 120.02 7606.00 912872.12 158.35 7584.55 1201013.49 8114.76 62002874.03 7640.75 8114.76 62002874.03

10 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labours, curing, HOM ,complete with all leads and lifts, as directed by Engineer-in-charge.

11 Supplying, fabricating, erecting structural steel members fabricated from rolled steel sections like channels / angles / beams / rails / plates etc., as per specifications and approved drawings including cost of all materials, machinery, labour, scaffolding, cutting, welding, grinding, cleaning, applying two coats of approved synthetic enamel paint over a coat of zinc chromate red oxide paint etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Tonne 0.00 0.19 101400.00 19266.00 0.85 101400.00 86595.60 0.51 101400.00 51511.200 0.30 101400.00 30825.60 0.19 101400.00 19266.00 0.19 101400.00 19266.00 0.17 101400.00 17238.00 0.28 101400.00 28797.60 0.21 101400.00 21496.80 0.14 101400.00 13790.40 0.43 101400.00 43095.00 0.17 101400.00 17643.60 0.18 101400.00 18049.20 0.31 101400.00 31839.60 0.39 101400.00 39546.00 0.36 101400.00 36909.60 0.08 101400.00 7706.40 0.04 101400.00 3853.20 5.00 506695.80 101416.15 5.00 506695.80

Executive Engineer

KNNL, R & R Division

NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF KALABILGI EAST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS

Item No Total Quantity Item of work Unit Refrence for detailed specification Estimated

Rate Rate in Words Amount

1 297102.09 Excavation in all kinds of soil including boulders upto 0.60 m dia. (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc.,complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - I Page No.89-106 50.00 Rupees Fifty Only 14855103.50 Rupees One Crore FourtyEight Lakh FiftyFive Thousand One Hundred Three Paise Fifty Only

2 141074.18 Providing cohesive non-swelling (CNS) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers of thickness not more than 150mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - II Page No.107-122 652.72 Rupees Six Hundred FiftyTwo Paise SeventyTwo Only 92082604.59

3 4855.34 Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, placing in position, levelling, vibrating, finishing, curing, etc., complete with all leads and lifts, as directed by Engineer-in-charge.(60 mm Thick Manual lining) Cum Section - III Page No.123-153 6899.05 Rupees Six Thousand Eight Hundred NinetyNine Paise Five Only 33497240.73

4 12565.80 Providing and laying insitu Vibrated M-15 (28 days Cube compressive strength not less 15N/mm²) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge.(75mm Thick Manual lining) Cum Section - III Page No.123-153 7999.68 Rupees Seven Thousand Nine Hundred NinetyNine Paise SixtyEight Only 100522359.66

PART - II (Structures)

1 26827.81 Excavation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour etc.,complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - I Page No.89-106 245.00 Rupees Two Hundred FourtyFive Only 6572813.45

2 501.38 Providing and laying in situ vibrated M-10 (28 days cube compressive strength not less than 10 N/Sqmm) grade cement concrete using 40mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, mixing, placing in position, leveling, vibrating, finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - IV Page No.155-186 6423.75 Rupees Six Thousand Four Hundred TwentyThree Paise SeventyFive Only 3220726.24

3 347357.75 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery ,complete with all leads and lifts, as directed by Engineer-in-charge. Kg Section - V Page No.187-190 62.37 Rupees SixtyTwo Paise ThirtySeven Only 21664701.00

4 8114.76 Providing and laying in situ vibrated M-15 (28 days cube compressive strength not less than 15N/Sqmm) grade cement concrete using 40mm down size approved, clean, hard, graded aggregates for gravity type retainaing walls/abutments etc. including cost of all materials, machinery, labour, formwork, scafolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - IV Page No.155-186 7640.75 Rupees Seven Thousand Six Hundred Fourty Paise SeventyFive Only 62002874.03

5 14079.94 Providing and filling Murrum/Gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, machinery, labour,breaking clods, spreading in layers of 100 to 150 mm ,watering, compaction by earth masters to acheuve density control of not less than 95 percent etc.,complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - II Page No.107-122 1071.79 Rupees One Thousand SeventyOne Paise SeventyNine Only 15090743.83

6 5.00 Supplying, fabricating, erecting structural steel members fabricated from rolled steel sections like channels / angles / beams / rails / plates etc., as per specifications and approved drawings including cost of all materials, machinery, labour, scaffolding, cutting, welding, grinding, cleaning, applying two coats of approved synthetic enamel paint over a coat of zinc chromate red oxide paint etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Tonne/ capacity Section - VI Page No.191-194 101416.15 Rupees One Lakh One Thousand Four Hundred Sixteen Paise Fifteen Only 506695.80

7 3313.92 Providing and laying reinforced cement concrete pipe NP3 for Culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications.complete with all leads and lifts, as directed by Engineer-in-charge. (450mm Dia of Pipe) Rmt Section - IX Page No.203 2711.09 Rupees Two Thousand Seven Hundred Eleven Paise Nine Only 8984341.40

Rupees ThirtyFive Crore Ninety Lakh Two Hundred Four Paise TwentyThree Only t

I / We Sri……………………………………………………………………………………………………………………… Class ………...PWD/ Category...................of KNNL: Reg. No………………......do hereby agreable to execute the above work adhering to the full specification of items of Tender Documents, Contract agreement etc.,

At …………% (percentage in figures) ……………………………………………. …. (Percentage in words) Above the amount put to tender for the work

At …………% (percentage in figures) ……………………………………………. …. (Percentage in words) Below the amount put to tender for the work

At the rates notified above agianst each item of work. ( If so confirm in writing ………………………………)

1) All the items of work should be carried out as per detailed specifications, relevant to I.S Codes and PWD Hand book Specifications and stipulations.

2) Omissions and Typographical errors which in the opinion of the Executive Engineer are obvious mistakes will not be a ground for claims for extra payment.

3) The tender offer should be inclusive of all leads and lifts, the incidental charges, local or general Taxes and Royality etc., Complete as applicable payeble to the Government or local bodies in the region.

No of Corrections :

No of over writings :

Contractor Execuitve Engineer,

NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF OR-1, OL-1, OL-2, OR-2, OL-3, OR-3, OL-4 , OR-4 OF DY-1 , OL-1 OF DY-2 , OR-1, OL-1 & OR-2, OL-2 OF MINOR-1 OF DY-2 & OL-1, OR-1 & OL-2, OR-2 OF MINOR-2 OF DY-2 OF KAJIBILGI WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS

ABSTRACT ESTIMATE

Sl No Description of Item Quantity Rate Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usageof machinery & other appurtenaces required to complete with all leads and lifts, as directed by Engineer-in-charge. (In all kinds of soils Depth upto 3 m ) m³ 22841.08 76.65 1750768.79 Rupees Seventeen Lakh Fifty Thousand Seven Hundred SixtyEight Paise SeventyNine Only

2 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 6176.66 596.40 3683760.03

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates complete with all leads and lifts, as directed by Engineer-in-charge. (For Bed Lining) m³ 613.53 6053.25 3713850.48

4 Providing and laying insitu Vibrated M-15 (28 days Cube compressive strength not less 15N/mm²) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 1270.09 7980.20 10135572.22

PART - II (Structures)

5 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usageof machinery & other appurtenaces required to complete with all leads and lifts, as directed by Engineer-in-charge. (In all kinds of soils Depth upto 3 m ) m³ 5169.34 76.65 396229.91

6 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. complete with all leads and lifts, as directed by Engineer-in-charge. m³ 596.80 5720.40 3413934.72

7 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour,cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, etc.,complete with all leads and lifts, as directed by Engineer-in-charge. Kg 62068.19 91.54 5681722.11

8 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 1456.49 6137.02 8938508.26

9 Providing and filling Murrum/Gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm ,breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 1950.39 737.10 1437632.46

10 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.complete with all leads and lifts, as directed by Engineer-in-charge. m 477.50 2220.75 1060408.13

11 Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface.complete with all leads and lifts, as directed by Engineer-in-charge. m³ 1.05 935.55 982.33

12 Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for Macadam Road complete with all leads and lifts, as directed by Engineer-in-charge. m³ 7.70 856.80 6597.36

13 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge kg 722.00 123.90 89455.80

Assistant Executive Engineer Executive Engineer

KNNL, R&R Sub Division KNNL, R & R Division

Athani . Athani

NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF OR-1, OL-1, OL-2, OR-2, OL-3, OR-3, OL-4 , OR-4 OF DY-1 , OL-1 OF DY-2 , OR-1, OL-1 & OR-2, OL-2 OF MINOR-1 OF DY-2 & OL-1, OR-1 & OL-2, OR-2 OF MINOR-2 OF DY-2 OF KAJIBILGI WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS

DY-1 MINOR-1 OF DY-2 MINOR-2 OF DY-2 Total

PART-A -Canal work

Sl.No. Description of Work unit Rate Quantity Amount in Rs. Quantity Amount in Rs. Quantity Amount in Rs. Qty Amount Avg Rate Qty Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usageof machinery & other appurtenaces required to complete with all leads and lifts, as directed by Engineer-in-charge. (In all kinds of soils Depth upto 3 m ) m³ 76.65 10033.69 769082.34 6335.52 485617.61 6471.87 496068.84 22841.08 1750768.79 76.65 22841.08 1750768.79

2 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 596.40 2811.37 1676701.07 1709.47 1019527.91 1655.82 987531.05 6176.66 3683760.03 596.40 6176.66 3683760.03

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates complete with all leads and lifts, as directed by Engineer-in-charge. (For Bed Lining) m³ 6053.25 271.92 1645999.74 170.02 1029173.57 171.59 1038677.17 613.53 3713850.48 6053.25 613.53 3713850.48

4 Providing and laying insitu Vibrated M-15 (28 days Cube compressive strength not less 15N/mm²) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 7980.20 562.80 4491256.56 352.03 2809269.81 355.26 2835045.85 1270.09 10135572.22 7980.20 1270.09 10135572.22

PART-B -STUCTURES

5 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usageof machinery & other appurtenaces required to complete with all leads and lifts, as directed by Engineer-in-charge. (In all kinds of soils Depth upto 3 m )

6 Providing and filling Murrum/Gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm ,breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 737.10 1360.01 1002463.37 298.44 219980.12 291.94 215188.97 1950.39 1437632.46 737.10 1950.39 1437632.46

7 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour,cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, etc.,complete with all leads and lifts, as directed by Engineer-in-charge. kg 91.54 44254.60 4051066.08 8958.75 820083.98 8854.84 810572.05 62068.19 5681722.11 91.54 62068.19 5681722.11

8 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. complete with all leads and lifts, as directed by Engineer-in-charge. m³ 5720.40 431.13 2466236.05 83.78 479255.11 81.89 468443.56 596.80 3413934.72 5720.40 596.80 3413934.72

9 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 6137.02 966.27 5930018.32 248.08 1522471.92 242.14 1486018.02 1456.49 8938508.26 6137.02 1456.49 8938508.26

10 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.complete with all leads and lifts, as directed by Engineer-in-charge.

11 Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface.complete with all leads and lifts, as directed by Engineer-in-charge. m³ 935.55 0.75 701.66 0.30 280.67 1.05 982.33 935.55 1.05 982.33

12 Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for Macadam Road complete with all leads and lifts, as directed by Engineer-in-charge. m³ 856.80 5.50 4712.40 2.20 1884.96 7.70 6597.36 856.80 7.70 6597.36

13 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge kg 123.90 342.000 42373.80 190.000 23541.00 190.000 23541.00 722.00 89455.80 123.90 722.00 89455.80

Assistant Executive Engineer Executive Engineer

KNNL, R&R Sub Division KNNL, R & R Division

Athani . Athani

SCHEDULE - B (PACKAGE-1)

NAME OF WORK :CONSTRUCTION OF FIC NETWORK OF OR-1, OL-1, OL-2, OR-2, OL-3, OR-3, OL-4 , OR-4 OF DY-1 , OL-1 OF DY-2 , OR-1, OL-1 & OR-2, OL-2 OF MINOR-1 OF DY-2 & OL-1, OR-1 & OL-2, OR-2 OF MINOR-2 OF DY-2 OF KAJIBILGI WEST CANAL UNDER DC-01A OF TUBACHI -BABLESHWAR LIS

Item No Total Quantity Item of work Unit Estimated

Rate Rate in Words Amount

1 22841.08 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usageof machinery & other appurtenaces required to complete with all leads and lifts, as directed by Engineer-in-charge. (In all kinds of soils Depth upto 3 m ) m³ 76.65 Rupees SeventySix Paise SixtyFive Only 1750768.79 Rupees Seventeen Lakh Fifty Thousand Seven Hundred SixtyEight Paise SeventyNine Only

2 6176.66 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 596.40 Rupees Five Hundred NinetySix Paise Fourty Only 3683760.03

3 613.53 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates complete with all leads and lifts, as directed by Engineer-in-charge. (For Bed Lining) m³ 6053.25 Rupees Six Thousand FiftyThree Paise TwentyFive Only 3713850.48

4 1270.09 Providing and laying insitu Vibrated M-15 (28 days Cube compressive strength not less 15N/mm²) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 7980.20 Rupees Seven Thousand Nine Hundred Eighty Paise Twenty Only 10135572.22

PART - II (Structures)

5 5169.34 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usageof machinery & other appurtenaces required to complete with all leads and lifts, as directed by Engineer-in-charge. (In all kinds of soils Depth upto 3 m ) m³ 76.65 Rupees SeventySix Paise SixtyFive Only 396229.91

6 596.80 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. complete with all leads and lifts, as directed by Engineer-in-charge. m³ 5720.40 Rupees Five Thousand Seven Hundred Twenty Paise Fourty Only 3413934.72

7 62068.19 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour,cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, etc.,complete with all leads and lifts, as directed by Engineer-in-charge. Kg 91.54 Rupees NinetyOne Paise FiftyFour Only 5681722.11

8 1456.49 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 6137.02 Rupees Six Thousand One Hundred ThirtySeven Paise Two Only 8938508.26

9 1950.39 Providing and filling Murrum/Gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm ,breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all leads and lifts, as directed by Engineer-in-charge. m³ 737.10 Rupees Seven Hundred ThirtySeven Paise Ten Only 1437632.46

10 477.50 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.complete with all leads and lifts, as directed by Engineer-in-charge. m 2220.75 Rupees Two Thousand Two Hundred Twenty Paise SeventyFive Only 1060408.13

11 1.05 Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface.complete with all leads and lifts, as directed by Engineer-in-charge. m³ 935.55 Rupees Nine Hundred ThirtyFive Paise FiftyFive Only 982.33

12 7.70 Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for Macadam Road complete with all leads and lifts, as directed by Engineer-in-charge. m³ 856.80 Rupees Eight Hundred FiftySix Paise Eighty Only 6597.36

13 722.00 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge kg 123.90 Rupees One Hundred TwentyThree Paise Ninety Only 89455.80

Rupees Four Crore Three Lakh Nine Thousand Four Hundred TwentyTwo Paise Sixty Only t

I / We Sri……………………………………………………………………………………………………………………… Class ………...PWD/ Category...................of KNNL: Reg. No………………......do hereby agreable to execute the above work adhering to the full specification of items of Tender Dom³ents, Contract agreement etc.,

At …………% (percentage in figures) ……………………………………………. …. (Percentage in words) Above the amount put to tender for the work

At …………% (percentage in figures) ……………………………………………. …. (Percentage in words) Below the amount put to tender for the work

At the rates notified above agianst each item of work. ( If so confirm in writing ………………………………)

1) All the items of work should be carried out as per detailed specifications, relevant to I.S Codes and PWD Hand book Specifications and stipulations.

2) Omissions and Typographical errors which in the opinion of the Executive Engineer are obvious mistakes will not be a ground for claims for extra payment.

3) The tender offer should be inclusive of all leads and lifts, the incidental charges, local or general Taxes and Royality etc., Complete as applicable payeble to the Government or local bodies in the region.

No of Corrections :

No of over writings :

Contractor Execuitve Engineer,

0 TENDER PURPOSE

DY-12 DY-13 DOR-1 DOR-2 DOR-3 DOR-4 DOR-5 DOR-6 DOR-7 DOR-8 Total

PART-A -Canal work MI-1

Sl.No. Description of Work unit Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Quantity Rate in Rs. Amount in Rs. Qty Amount Avg Rate Qty Amount

1 Excavation in all kinds of soil including boulders upto 0.60 m diameter ( 0.113 cum ) for field channels, seating of embankment for field channels and placing the excavated stuff neatly for formation of service road / field channel embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. cum #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2 Excavation in soft rock without blasting including boulders upto 0..6 m diameter ( 0..113 cum) for field channels, seating of embankment for field channels etc., and placing the excavated soft rock neatly for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc.,complete with all leads and lifts, as directed by Engineer-in-charge. cum

3 Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

5 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Total #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

PART-B -STUCTURES

6 Excavation in all kinds of soil including boulders upto 0.60 m dia ( 0.113 cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery,labour etc.,complete with all leads and lifts, as directed by Engineer-in-charge.

Lift 0.0m to 1.5m Cum #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

7 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

8 KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery ,complete with all leads and lifts, as directed by Engineer-in-charge. kg #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

9 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

10 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Cum #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

11 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labours, curing, HOM ,complete with all leads and lifts, as directed by Engineer-in-charge.

450mm Dia Pipe Rmt #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

15 Supplying, fabricating, erecting structural steel members fabricated from rolled steel sections like channels / angles / beams / rails / plates etc., as per specifications and approved drawings including cost of all materials, machinery, labour, scaffolding, cutting, welding, grinding, cleaning, applying two coats of approved synthetic enamel paint over a coat of zinc chromate red oxide paint etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Tonne #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Total #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Grand Total #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Assistant Executive Engineer Executive Engineer

KNNL, R & R Sub. Division KNNL, R & R Division

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#REF! 8252.32 #REF!

Item No Total Quantity Item of work Unit Refrence for detailed specification Estimated

Rate Rate in Words Amount

1 #REF! Excavation in all kinds of soil including boulders upto 0.60 m dia. (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc.,complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - I Page No.89-106 #REF! #VALUE! #REF! #VALUE!

2 #REF! Providing cohesive non-swelling (CNS) soil lining to canals using soil from approved borrow area including cost of all materials, labour, machinery, spreading soil in layers of thickness not more than 150mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - II Page No.107-122 #REF! #VALUE! #REF!

3 #REF! Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, placing in position, levelling, vibrating, finishing, curing, etc., complete with all leads and lifts, as directed by Engineer-in-charge.(60 mm Thick Manual lining) Cum Section - III Page No.123-153 #REF! #VALUE! #REF!

4 #REF! Providing and laying insitu Vibrated M-15 (28 days Cube compressive strength not less 15N/mm²) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge.(75mm Thick Manual lining) Cum Section - III Page No.123-153 #REF! #VALUE! #REF!

#REF! #REF! #REF!

PART - II (Structures)

1 #REF! Excavation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour etc.,complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - I Page No.89-106 #REF! #VALUE! #REF!

2 #REF! Providing and laying in situ vibrated M-10 (28 days cube compressive strength not less than 10 N/Sqmm) grade cement concrete using 40mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, mixing, placing in position, leveling, vibrating, finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - IV Page No.155-186 #REF! #VALUE! #REF!

3 #REF! KSRRB M2200-6. Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery ,complete with all leads and lifts, as directed by Engineer-in-charge. Kg Section - V Page No.187-190 #REF! #VALUE! #REF!

4 #REF! Providing and laying in situ vibrated M-15 (28 days cube compressive strength not less than 15N/Sqmm) grade cement concrete using 40mm down size approved, clean, hard, graded aggregates for gravity type retainaing walls/abutments etc. including cost of all materials, machinery, labour, formwork, scafolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - IV Page No.155-186 #REF! #VALUE! #REF!

5 #REF! Providing and filling Murrum/Gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, machinery, labour,breaking clods, spreading in layers of 100 to 150 mm ,watering, compaction by earth masters to acheuve density control of not less than 95 percent etc.,complete with all leads and lifts, as directed by Engineer-in-charge. Cum Section - II Page No.107-122 #REF! #VALUE! #REF!

6 #REF! Supplying, fabricating, erecting structural steel members fabricated from rolled steel sections like channels / angles / beams / rails / plates etc., as per specifications and approved drawings including cost of all materials, machinery, labour, scaffolding, cutting, welding, grinding, cleaning, applying two coats of approved synthetic enamel paint over a coat of zinc chromate red oxide paint etc., ,complete with all leads and lifts, as directed by Engineer-in-charge. Tonne/ capacity Section - VI Page No.191-194 #REF! #VALUE! #REF!

7 #REF! Providing and laying reinforced cement concrete pipe NP3 for Culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications.complete with all leads and lifts, as directed by Engineer-in-charge. (450mm Dia of Pipe) Rmt Section - IX Page No.203 #REF! #VALUE! #REF!

Total of Part-II #REF! #REF! #REF!

Total of PART(I+II) = #REF! #REF! #REF!

I / We Sri……………………………………………………………………………………………………………………… Class ………...PWD/ Category...................of KNNL: Reg. No………………......do hereby agreable to execute the above work adhering to the full specification of items of Tender Documents, Contract agreement etc.,

At …………% (percentage in figures) ……………………………………………. …. (Percentage in words) Above the amount put to tender for the work

At …………% (percentage in figures) ……………………………………………. …. (Percentage in words) Below the amount put to tender for the work

At the rates notified above agianst each item of work. ( If so confirm in writing ………………………………)

1) All the items of work should be carried out as per detailed specifications, relevant to I.S Codes and PWD Hand book Specifications and stipulations.

2) Omissions and Typographical errors which in the opinion of the Executive Engineer are obvious mistakes will not be a ground for claims for extra payment.

3) The tender offer should be inclusive of all leads and lifts, the incidental charges, local or general Taxes and Royality etc., Complete as applicable payeble to the Government or local bodies in the region.

No of Corrections :

No of over writings :

Contractor Execuitve Engineer,