Repairs to CTC at 1.065 km of Dy-10 of IBC

Name of Work:-Repairs to CTC at 1.065 km of Dy-10 of IBC

Sl.No Material Quarry Lead in Km Lead Charges

Upto 2 Km in Rs/- @ Rs. Lead Charges in Rs/- Upto 3 Km in Rs/- @ Rs. Lead Charges in Rs/- Upto 4 Km in Rs/- @ Rs. Lead Charges in Rs/- Upto 5 Km in Rs/- Beyond 5 Km Upto 30 Km Beyond 30 Km Total Lead Charges in Rs/- Initial Lead in Km Initial Lead Charges in Rs/- Loading Charges in Rs/- Un Loading Charges in Rs/- Total Additional Lead Charges in Rs/-

Lead in Km @ Rs. Lead Charges in Rs/- Lead in Km @ Rs. Lead Charges in Rs/-

Note : Cement issue rate: Rs.280/bag & Steel:Rs.42800/Mt as per SE O&M circle-02 Rampur vide ltr No.910 Dtd:20.07.2017

CERTIFICATE :- 1) Certified that lead distance shown are nearest and shortest

2) Certified that materials are available in abundant quantity and are good quality

3) Certified that there are no other quarries nearer than those shown in the drawing

4) Certified that murrum and BC soil available at local quarries with in 5 KM radius

5) Certified that I have personally inspected the quarries.

Section officer, Assistant executive Engineer, Executive Engineer

KBJNL,IBC,O&M,Sub-Dn.No.18, KBJNL IBC O&M Division Superintending Engineer

JERATAGI. Rampur KBJNL IBC O&M Circel-2

Name of Work:-Repairs to CTC at 1.065 km of Dy-10 of IBC

Sl.No Description Unit Quantity Rate (Rs.) Amount (Rs.)

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, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m.In all kinds of soils Depth upto 3 m

(PWD Common SR 2023-24 Vol-1 , P. No.8, Item No. 1.14.1) Cum 29.48 107.10 3157.58

2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates

(PWD Common SR Vol-1, 2023-24 P. No.15, Item No. 2.1.3) Cum 3.28 6462.46 21222.72

3 Providing and laying in position 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 necessary, 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. For wall

4 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.

5 Providing 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. RCC NP3 Class pipe of 900 mm dia

6 Laying,Lowering and jointing of S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class ,rolling and lowering into trenches, laying true to line and level 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 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). RCC NP3 Class pipe of 900 mm dia

7 Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. with all leads and all lifts and as per the direction of engineer in charge.

(PWD Common SR 2023-24 Vol-IV P. No. 47, Item No.3.3) Cum 49.00 660.45 32362.05

8 Add for GST 18% 65386.92

Add for rounding off 1352.40

Grand Total = 430000.00

Section Officer, Assistant Executive Engineer, Executive Engineer,

KBJNL,IBC,Sub-Dn.No.18, KBJNL,IBC,O&M,Division,

JERATAGI RAMPUR.

MEASUREMENT SHEET

Name of Work:-Repairs to CTC at 1.065 km of Dy-10 of IBC

Sl.No. Descreption of item No. L B D/H Qty.

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, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m.In all kinds of soils Depth upto 3 m

1) CTC @Ch 1.065 km

For HW and Wingwalls 2 x 9.40 x 1.45 x 1.50 =

Pipe portion 1 4.40 3.00 1.50 19.80 Cum.

Deduction for canal 2 1.45 4.5+1.20/2 1.50 1.5 1.2 4.5

Nett qty 29.48 Cum.

2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates

1) CTC @Ch 1.065km of DY-10

Head walls 2 x 9.40 x 1.45 x 0.10 = 2.73 Cum 0.95

Total Qty. 3.28

Total Qty. 3.28 Cum

3 Providing and laying in position 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 necessary, 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. For wall

1) CTC @Ch 1.065 km of DY-10

Head walls 2 x 9.00 x 1.05+0.45/2 x 1.50 = Cum

Deduction for pipe H/W 2x2 3.142/4(0.9)^2 (1.05+0.70)/2

Nett Qty.. 26.19

Total Qty. 26.19

4 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.

Qty. Vide statement Qty 0.39 t

5 Providing 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. RCC NP3 Class pipe of 900 mm dia

1) CTC at Ch 1.065 km of DY-10 2x3 x 2.50 =

6 Laying,Lowering and jointing of S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class ,rolling and lowering into trenches, laying true to line and level 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 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). RCC NP3 Class pipe of 900 mm dia

1) CTC at Ch 1.065 km of DY-10 6 2.50 15.00 Rmt.

7 Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete

Section Officer, Assistant Executive Engineer, Executive Engineer,

KBJNL,IBC,Sub-Dn.No.18, KBJNL,IBC,O&M,Division,

JERATAGI RAMPUR.

Name of Work:-Repairs to CTC at 1.065 km of Dy-10 of IBC

I.No Description

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, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m.In all kinds of soils Depth upto 3 m

(PWD Common SR 2023-24 Vol-1 , P. No.8, Item No. 1.14.1) 102.00 /Cum

Add 5% area weightage for Major Irrigation command area 5.10 /Cum

Total 107.10 /Cum

Total Rs. 107.10 /Cum

Section Officer, Assistant executive Engineer, Executive Engineer

KBJNL,IBC,Sub-Dn.No.18, KBJNL,IBC,O&M,Division

JERATAGI RAMPUR.

Superintending Engineer

KBJNL IBC O&M Circel-2

2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates

(PWD Common SR Vol-1, 2023-24 P. No.15, Item No. 2.1.3) Rate/Unit

Basic Rate 5918.00 / Cum

Difference in cost of materials. / Cum

Add 4% for form work(P.No.111,S.No.5) 236.72 / Cum

Add 5% area weightage for Major Irrigation command area 307.74 / Cum

Total Rs. 6462.46 / Cum

Total Rs. 6462.46 / Cum

Section Officer, Assistant executive Engineer, Executive Engineer

KBJNL,IBC,Sub-Dn.No.18, KBJNL,IBC,O&M,Division

JERATAGI RAMPUR.

Superintending Engineer

KBJNL IBC O&M Circel-2

3 Providing and laying in position 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 necessary, 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. For wall

(PWD SR Vol-I, 2023-24 P. No.16, Item No. 2.4.1) Rate/Unit

Basic Rate 6327.00 / Cum

Total 6327.00 / Cum

Add 5% for form work(P.No.111,SL.No.3) 316.35 / Cum

Total 6643.35 / Cum

Add 5% area weightage for Major Irrigation command area 332.17 / Cum

Total 6975.52 / Cum

TOTAL 6975.52 / Cum

Section Officer, Assistant executive Engineer, Executive Engineer

KBJNL,IBC,Sub-Dn.No.18, KBJNL,IBC,O&M,Division

JERATAGI RAMPUR.

Superintending Engineer

KBJNL IBC O&M Circel-2

4 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.

(WRD SR Vol-1, 2023-24 - P. No. 18, Item No. 2.11(f) ) Rate/Unit

Basic Rate 91010.00 / t

Add Difference in cost of Steel Asper New Circular As per SR Diff Qty/Unit

Add Over head Charges @ 10% over Diff in Cost of Materials 0.00 / t

Add Contractor's Profit @ 10% over Diff in Cost of Materials 0.00 / t

Total 91010.00 / t

Add 5% area weightage for Major Irrigation command area 4550.50 / t 278.00

Total 95560.50 / t

TOTAL 95560.50 / t

Section Officer, Assistant executive Engineer, Executive Engineer

KBJNL,IBC,Sub-Dn.No.18, KBJNL,IBC,O&M,Division

JERATAGI RAMPUR.

Superintending Engineer

KBJNL IBC O&M Circel-2

5 Providing 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. RCC NP3 Class pipe of 900 mm dia

(PWD SR Vol-5, 2023-24- P. No.188, Item No. 16.3.10) Rate/Unit

Basic Rate 4854.00 /Cum

Add 5% area weightage for Major Irrigation command area 242.70 /Cum

Total Rs. 5096.70 /Cum

Section Officer, Assistant executive Engineer, Executive Engineer

KBJNL,IBC,Sub-Dn.No.18, KBJNL,IBC,O&M,Division

JERATAGI RAMPUR.

Superintending Engineer

KBJNL IBC O&M Circel-2

6 Laying,Lowering and jointing of S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class ,rolling and lowering into trenches, laying true to line and level 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 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). RCC NP3 Class pipe of 900 mm dia

(PWD SR Vol-5, 2023-24- P. No.189, Item No. 16.4.10) Rate/Unit

Basic Rate 641.00 /Cum

Add 5% area weightage for Major Irrigation command area 32.05 /Cum

Total Rs. 673.05 /Cum

Section Officer, Assistant executive Engineer, Executive Engineer

KBJNL,IBC,Sub-Dn.No.18, KBJNL,IBC,O&M,Division

JERATAGI RAMPUR.

Superintending Engineer

KBJNL IBC O&M Circel-2

7 Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete

(PWD Common SR 2023-24 Vol-IV P. No. 47, Item No.3.3) Rate/Unit

Basic Rate 629.00 / Cum

Add 5% area weightage for Major Irrigation command area 31.45 / Cum

TOTAL 660.45 / Cum

Total 660.45 Cum

Section Officer, Assistant executive Engineer, Executive Engineer

KBJNL,IBC,Sub-Dn.No.18, KBJNL,IBC,O&M,Division

JERATAGI RAMPUR.

Superintending Engineer

KBJNL IBC O&M Circel-2

Name of Work:-Repairs to CTC at 1.065 km of Dy-10 of IBC

No. of bars Sl.No. Position of bars Dia. Of bars in mm Spacing No. of bars Shape of bars Length Total length Unit/m Total Wt.

CTC 1.065 km of DY-10

Total 387.56 1.3

Section Officer, Assistant Executive Engineer,

KBJNL,IBC,Sub-Dn.No.18,

Name of Work:-Repairs to CTC at 1.065 km of Dy-10 of IBC

900mm Dia pipes

CROSS SECTION 3.36

900 MM PIPES 3.0M

SECTION OFFICER, ASSISTANT EXECUTIVE ENGINEER,

KBJNL,IBC,O&M, SUB-DN.NO.18,

EXECUTIVE ENGINEER,

KBJNL,IBC,O&M, DIVISION,

Name of Work:-Construction of protection wall near km 1.00 of Lateral No.R-4 of Distributary No.11 of IBC

12.00 km Jeratagi

3.00Km 8.800km RB

Sand quarry near Bagloor Moratagi 5.100Km

work spot 8.70km CTC

IBC Dy-10 Stone/Metal quarry near 40.00 km of IBC

Lead Statement 8.616

1) CERTIFIED THAT THE LEAD SHOWN IS SHORTEST AND NEAREST.

2) CERTIFIED THAT THE MATERIALS ARE AVAILABLE IN ABUNDANT QUANTITY AND OF GOOD QUALITY.

Section Officer, Assistant executive Engineer, Executive Engineer

KBJNL,IBC,Sub-Dn.No.18, KBJNL,IBC,O&M,Division

JERATAGI RAMPUR.

Name of Work:-Repairs to CTC at 1.065 km of Dy-10 of IBC

Item. No. Descreption Unit Specification Attached Estmated Quantity Rate (Rs.) Amount (Rs.)

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, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m.In all kinds of soils Depth upto 3 m Cum. Section-I, 1.0 to 1.12 52.08 245.00 12759.60 29.48 107.10

2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates KG. Section-V, 5.1 to 5.4 732.00 59.04 43217.28 3.28 6462.46

3 Providing and laying in position 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 necessary, 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. For wall Cum. Section-IV, 4.1 to 4.23 4.34 5190.62 22527.29 26.19 6975.52

4 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Cum. Section-IV, 4.1 to 4.23 57.7 5306.99 306213.32 0.39 95560.50

5 Providing 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. RCC NP3 Class pipe of 900 mm dia Rmt. Section-IX, 10.00 5828.94 58289.40 15.00 5096.70

1) I /we here by agree to execute the work@SR Rate of . 74105.86

2) I /we here by agree to execute the work@ % Above the amount put to tender of Rs. 443006.89

3) I /we here by agree to execute the work@ % Below the amount put to tender of Rs. 443006.89

Total 612.00 Sqm.

1) Lateral No.R-4

Deduct existing section 1.00 x 47.15 x 3.36+1.01/2 x 1.25 =

Nett qty 155.60

Deduct existing section 1.00 x 69.00 x 3.36+1.01/2 x 1.25 47.15

Nett qty 227.70 9

Total Qty. 383.295 68.85

Ip Side 410.295

Qty Restricted to Estimate Qty 410.85

1) Lateral No.R-4

wall over U/s old Wall 2.00 2.60 0.30 0.70 1.09

Total Qty. 78.467

Qty Restricted to Estimate Qty 78.435

Vertical Front Bars 2*117 x 1.9+.2 x 117.625 2

Vertical Rear Bars 2*117 x 2.05+.2 x

D/S of SP @ 1.040km

Front Bars 2*171 x 1.9 x 68.75/.4

Rear Bars 2*171 x 2.05 x

D-Bars Front & Rear 2*2*4 68.7

Estimated Qty. #REF!

wall over D/s old Wall 2 x 9.00 x 0.30 x 0.70 = 3.78

Estimated Qty. #REF!

RATE ANALYSIS OF STRUCTURES

NAME OF WORK:Construction of CTC @ Ch. 1.760km of dy-51 of ILC.

Part-B Structures. 4% ST

Item No. Description

Excavation in All kinds of soil including boulders upto 0.60m dia (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing excaveted stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50m and initial lift upto 1.5m

(WRD SR 2013-14- P. No.84, Item No. 4.1) Rate/Unit

Basic Rate 122.00 /Cum

0.00 M to 1.50 M Lift Add Additional lift Charges 0.00 /Cum

Total for 0.00 m to 1.50 m lift 126.88 /Cum

Basic Rate 122.00 /Cum

1.50 M to 3.00 M Lift Add Additional lift Charges 6.70 /Cum

Total for 1.5 m to 3.00 m lift 133.85 /Cum

Basic Rate 122.00 /Cum

3.00 M to 4.50 M Lift Add Additional lift Charges 13.40 /Cum

Total for 3.0 m to 4.5 m lift 140.82 /Cum

Basic Rate 122.00 /Cum

4.50 M to 6.00 M Lift Add Additional lift Charges 20.10 /Cum

Total for 4.5 m to 6.00 m lift 147.78 /Cum

Basic Rate 122.00 /Cum

6.00 M to 7.50 M Lift Add Additional lift Charges 26.80 /Cum

Total for 6.0 m to 7.50 m lift 154.75 /Cum

Basic Rate 122.00 /Cum

7.50 M to 9.00 M Lift Add Additional lift Charges 33.50 /Cum

Total for 6.0 m to 7.50 m lift 161.72 /Cum

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

Excavation in Soft rock Without Blasting including boulders upto 0.60m dia (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing excaveted stuff neatly in specified dump area or disposing off the same as directed etc., complete with lead upto 50m and initial lift upto 1.5m

(WRD SR 2013-14 - P. No.84, Item No. 4.2) Rate/Unit

Basic Rate 161.00 /Cum

0.00 M to 1.50 M Lift Add Additional lift Charges 0.00 /Cum

Total for 0.00 m to 1.50 m lift 167.44 /Cum

Basic Rate 161.00 /Cum

1.50 M to 3.00 M Lift Add Additional lift Charges 6.70 /Cum

Total for 1.5 m to 3.00 m lift 174.41 /Cum

Basic Rate 161.00 /Cum

3.00 M to 4.50 M Lift Add Additional lift Charges 13.40 /Cum

Total for 3.0 m to 4.0 m lift 181.38 /Cum

Basic Rate 161.00 /Cum

4.50 M to 6.00 M Lift Add Additional lift Charges 20.10 /Cum

Total for 4.5 m to 6.00 m lift 188.34 /Cum

Basic Rate 161.00 /Cum

6.00 M to 7.50 M Lift Add Additional lift Charges 26.80 /Cum

Total for 6.0 m to 7.50 m lift 195.31 /Cum

Basic Rate 161.00 /Cum

7.50 M to 9.00 M Lift Add Additional lift Charges 33.50 /Cum

Total for 6.0 m to 7.50 m lift 202.28 /Cum

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

0 Excavation in Soft rock Requiring Blasting including boulders upto 0.60m dia (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing excaveted stuff neatly in specified dump area or disposing off the same as directed etc., complete with lead upto 50m and initial lift upto 1.5m

(WRD SR 2013- 14- P. No.84, Item No. 4.3) Rate/Unit

Basic Rate 213.00 /Cum

0.00 M to 1.50 M Lift Add Additional lift Charges 0.00 /Cum

Total for 0.00 m to 1.50 m lift 221.52 /Cum

Basic Rate 213.00 /Cum

1.50 M to 3.00 M Lift Add Additional lift Charges 6.70 /Cum

Total for 1.5 m to 3.00 m lift 228.49 /Cum

Basic Rate 213.00 /Cum

3.00 M to 4.50 M Lift Add Additional lift Charges 13.40 /Cum

Total for 3.0 m to 4.0 m lift 235.46 /Cum

Basic Rate 213.00 /Cum

4.50 M to 6.00 M Lift Add Additional lift Charges 20.10 /Cum

Total for 4.5 m to 6.00 m lift 242.42 /Cum

Basic Rate 213.00 /Cum

6.00 M to 7.50 M Lift Add Additional lift Charges 26.80 /Cum

Total for 6.0 m to 7.50 m lift 249.39 /Cum

Basic Rate 213.00 /Cum

7.50 M to 9.00 M Lift Add Additional lift Charges 33.50 /Cum

Total for 6.0 m to 7.50 m lift 256.36 /Cum

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description 3800 4440

Providing semi pervious / pervious casing embankment with soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting - out, spreading soil in layer of 25 to 30 cm before compaction, breaking clods, sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by power roller etc., complete with lead upto 1.0km for water

(WRD SR 2013-14 P. No. 64 Item No. 3.13) 4%

Basic Rate 58.00 / Cum

Add lead Charges Qty/Unit Lead Charges

Metal ---- ---- / Cum

Sand ---- ---- / Cum

Cement ---- ---- / MT

Steel ---- ---- / MT

Casing/Hearting Soil ---- ---- / Cum 0.00 / Cum

Add Difference in cost of Royalty Charges As per The SR Royalty Charges

Constant New Rate Total

Casing/Hearting Soil 16.00 1.26 30 37.8 21.80 / Cum

Add Difference in cost of Cement / Steel Market Rate / MT S R Rate/ MT Diff. In Cost Constant

TOTAL 82.99 / Cum

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

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 size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinary, labour, formwork, cleaning, batching, mixing, placing in position, leveling, vibrating, finishing, curing etc., complete with lead upto 50m and depth of foundation upto 6m from surface . (Cement Content 220 kg/Cum with use of super plasticizer)

(WRD SR 2013-14 - P. No. 86, Item No. 4.10) Rate/Unit Rate of material

Basic Rate 4102.00 / Cum coarse PWD wrdo

deduct cost material considered in WRDO SR Qtty/unit Rate considered 40mm 780 462

Total 935.96 / Cum 910

Add cost material considered in PWD SR Qtty/unit Rate considered 0.915 900

Add Difference in cost of Royalty Charges As per The SR Royalty Charges / Cum 5765

Constant New Rate Total / Cum

Add Difference in cost of Cement Asper New Circular As per SR Diff Qty/Unit

Add contractors profit @ 10% on cost of cement 0.00 / Cum

Add over head charges @ 5% on cost of cement 0.00 / Cum

TOTAL 4817.77 / Cum

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

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 size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinary, labour, formwork, cleaning, batching, mixing, placing in position, leveling, vibrating, finishing, curing etc.,complete with lead upto 50m and depth of foundation upto 6m from surface . (Cement Content 220 kg/Cum with use of super plasticizer)

(WRD SR 2013-14 P. No. 85, Item No.4.8) Rate/Unit

Basic Rate 4256.00 / Cum

deduct cost material considered in WRDO SR Qtty/unit Rate considered

(-)Total 935.96 / Cum

Add cost material considered in PWD SR Qtty/unit Rate considered

(+)Total 1390.27 / Cum

Add Difference in cost of Royalty Charges As per The SR Royalty Charges / Cum

Constant New Rate Total / Cum

Add Difference in cost of Cement Asper New Circular As per SR Diff Qty/Unit

Add contractors profit @ 10% 0.00 / Cum

add over head charges @ 5% 0.00 / Cum

TOTAL 4977.93 / Cum

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

Providing and laying insitu vibrated M-20 (28 days cube compressive strength not less than 20 N/Sq mm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Deck slab and Kerb including cost of all materials, machinary, labour, formwork, scafolding, cleaning, batching, mixing, placing in position, leveling, vibrating, finishing, curing etc., complete with lead upto 50m and all lifts (Cement content: 330kg/cum with use of super plasticizer)

(WRD SR 2013-14 - P. No. 93, Item No. 4.29) Rate/Unit 0.815

Basic Rate 7591.00 / Cum 0.459

deduct cost material considered in WRDO SR Qtty/unit Rate considered coarse PWD wrdo

Add cost material considered in PWD SR Qtty/unit Rate considered 910

(+)Total 1318.27 / Cum 900

Add Difference in cost of Royalty Charges As per The SR Royalty Charges / Cum 0.459 775 1443

Constant New Rate Total / Cum

Add Difference in cost of Cement Asper New Circular As per SR Diff Qty/Unit

Add contractors profit @ 10% 0.00 871.25 721.5

add over head charges @ 5% 0.00

TOTAL 8395.05 / Cum

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

Providing and laying insitu vibrated M-20 (28 days cube compressive strength not less than 20 N/Sq mm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Columns including cost of all materials, labour, machinary, formwork, scafolding, cleaning, batching, mixing, placing in position, leveling, vibrating, finishing, curing etc., complete with lead upto 50m and all lifts (Cement content: 330kg/cum with use of super plasticizer)

(WRD SR 2013-14 - P. No. 93, Item No. 4.30.1 Rate/Unit

Basic Rate 7395.00 / Cum

Add Difference in cost of Royalty Charges Qty/Unit Royalty Charges

0.76 Density As per The SR

Metal 0.00 / Cum

deduct cost material considered in WRDO SR Qtty/unit Rate considered

(-)Total 905.80 / Cum

Add cost material considered in PWD SR Qtty/unit Rate considered

(+)Total 1318.27 / Cum

Add Difference in cost of Royalty Charges As per The SR Royalty Charges

Constant New Rate Total

Add Difference in cost of Cement Asper New Circular As per SR Diff Qty/Unit

Add contractors profit @ 10% 0.00 / Cum

add over head charges @ 5% 0.00 / Cum

TOTAL 8191.21 / Cum

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

Providing and laying insitu vibrated M-20 (28 days cube compressive strength not less than 20 N/Sq mm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for beams and slabs including cost of all materials, machinary, labour, formwork, scafolding, cleaning, batching, mixing, placing in position, leveling, vibrating, finishing, curing etc., complete with lead upto 50m and all lifts (Cement content: 330kg/cum with use of super plasticizer)

(WRD SR 2013-14 P. No.93, Item No. 4.30.2 Rate/Unit

Basic Rate 7760.00 / Cum

deduct cost material considered in WRDO SR Qtty/unit Rate considered

(-)Total 905.80 / Cum

Add cost material considered in PWD SR Qtty/unit Rate considered

(+)Total 1318.27 / Cum

Add Difference in cost of Royalty Charges As per The SR Royalty Charges

Constant New Rate Total

Add Difference in cost of Cement Asper New Circular As per SR Diff Qty/Unit

Add contractors profit @ 10% 0.00 / Cum

add over head charges @ 5% 0.00 / Cum

TOTAL 8570.81 / Cum

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

Providing and laying insitu vibrated M-20 (28 days cube compressive strength not less than 20 N/Sq mm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Wearing Coat including cost of all materials, machinary, labour, formwork, scafolding, cleaning, batching, mixing, placing in position, leveling, Compacting finishing, curing packing joints with asphalt mortor etc., complete with lead upto 50m and all lifts (Cement content: 330kg/cum with use of super plasticizer)

(WRD SR 2013-14 - P. No.93, Item No. 4.31) Rate/Unit

Basic Rate 4806.00 / Cum

deduct cost material considered in WRDO SR Qtty/unit Rate considered

(-)Total 905.80 / Cum

Add cost material considered in PWD SR Qtty/unit Rate considered

(+)Total 1318.27 / Cum

Add Difference in cost of Royalty Charges As per The SR Royalty Charges

Constant New Rate Total

Add Difference in cost of Cement Asper New Circular As per SR Diff Qty/Unit

Add contractors profit @ 10% 0.00 / Cum

add over head charges @ 5% 0.00 / Cum

TOTAL 5498.65 / Cum

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

8 Providing, fabricating and placing in position tor steel reinforcement for RCC works cleaning including, straightening, cutting, bending, lapping welding wherever required with 1.25 mm dia soft annealed steel wire including cost of materials machinery. Labour etc., complete with lead upto 50m and all lifts. (Deck slab, Approach slab, Hand Rail, Kerb & Abutment)

(WRD SR 2013-14 - P. No. 85, Item No. 4.6) Rate/Unit

Basic Rate 64.00 / Kg

Add Difference in cost of Steel Asper New Circular As per SR Diff Qty/Unit

Add contractors profit @ 10% 0.00

add over head charges @ 5% 0.00

TOTAL 66.56 / Kg

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

Providing and constructing 30 cm thick dry rubble stone pitching with pin header at 2 per sqm including cost of all materials, labour, hand packing, finishing etc.,complete with lead upto 50m and all lifts. 0.35

(WRD SR 2013-14 - P. No. 73, Item No. 3.60) Rate/Unit

Basic Rate 167.00 / Sq.m

deduct cost material considered in WRDO SR Qtty/unit Rate considered

Stones 0.35 280 98.00 / Sq.m

(-)Total 98.00 / Sq.m

Add cost material considered in PWD SR Qtty/unit Rate considered

Stones 0.35 486 170.10 / Sq.m

(+)Total 170.10 / Sq.m

Add Difference in cost of Royalty Charges As per The SR Royalty Charges

Constant New Rate Total

TOTAL 270.50 / Sq.m

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

NAME OF WORK:Construction of CTC @ Ch. 1.760km of dy-51 of ILC.

Item No. Description

13 Providing and filling murrum / gravely soil (CNS Soil) for foundation or above pipes including cost of all materials, machinery, labour, breaking clods spreading in layers of 100mm to 150 mm , watering, compaction by power roller to achive density control of not less than 95 percent etc., complete with lead upto 50m and all lifts

(WRD SR 2012-13 P. No. 80, Item No. 51)

Basic Rate 115.00 / Cum

deduct cost material considered in WRDO SR Qtty/unit Rate considered

Murum 1.26 66 83.16 / Cum

(-)Total 83.16 / Cum

Add cost material considered in PWD SR Qtty/unit Rate considered

(+)Total 201.60 / Cum

Difference in cost of materials. 118.44 / Cum

4% ST 9.34 / Cum

TOTAL 242.78 / Cum

Assistant Executive Engineer Executive Engineer

0 KBJNL IBC O & M Division

Item No. Description

Design, fabrication, supply, erection and commissioning of embedded parts (with top seal seat) consisting of sill beam, wheel tracks, seal tracks, guide rails, groove lining upto top etc., with all accessories for vertical lift roller gate for canalescape/regulator including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete with lead upto 50m and all lifts

(WRD SR 2013 - 14 P. No. 155, Item No.7.30) Rate/Unit

Basic Rate 140600.00 / MT

TOTAL 146224.00 / MT

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

Design, fabrication, supply, erection and commisioning of fixed wheel type vertical lift gate (with top seat) consisting of skin plate, horizontal and vertical girders, wheels, guide rollers, rubber seals etc., with all accessories for canalescape/regulator vent including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc.,complete with lead upto 50m and all lifts

(WRD SR 2013-14 P. No. 155, Item No. 7.31) Rate/Unit

Basic Rate 138300.00 / MT

TOTAL 143831.99 / MT

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

Design, fabrication, supply, erection, testing and commisioning of adequate capacity screw type hoist consisting of supporting structure, platform, ladder etc., with all accessories for operating canalescape/regulator gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc.,complete with lead upto 50m and all lifts

(WRD SR 2013 - 14 P. No. 156, Item No. 7.32) Rate/Unit

Basic Rate 37200.00 / MT

TOTAL 38688.00 / MT

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

9 KSRRB 2600-2-2 Providing and filling 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specification,including cost of all Material,labour,complete as per specification No KRBS 2100

PWD BELGAUM SR 2013-14 P.No.252 INo.31.3 Rate/Unit

Basic Rate 155.00 / Sqm.

5% Area weightage

TOTAL 162.75 / Sqm.

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

10 KSRRB 2000-5 : Providing , supplying, fitting and fixing in position true to line and level Elastomeric bearings confirming to IRC: 83:(Part-II) section IX complete with all accessories and as per drawings including cost of materials, labour and HOM of machineries complete as per specification. MOST specification No.2000.

PWD BELGAUM SR 2013-14 P.No.235 INo.28.17 Rate/Unit

Basic Rate 0.60 / CC

5% Area weightage 0.03

TOTAL 0.63 / CC

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

Providing, and laying Reinforced cement concrete pipe NP.2 class for culverts including pointing ends and fixinf collors with cement mortar 1:2 including cost of materials, labours, curing etc., complete. As per specifications No KSRB 1000, 2300 MORT & H

(PWD Belgaum circle 2013-14 P.No 264 Item No.34.7.) Rate/Unit

1. 300MM dia 769.00 / Rmt

5% Area weightage 36.45

5% Area weightage 59.30

TOTAL 1309.30 / Rmt

3. 600mm dia 1775.00 / Rmt

5% Area weightage 84.00

TOTAL 1859.00 / Rmt

4. 750mm dia 1860.00 / Rmt

5% Area weightage 88.00

TOTAL 1948.00 / Rmt

5. 900mm dia 3010.00 / Rmt

5% Area weightage 150.50

TOTAL 3160.50 / Rmt

5% Area weightage 190.60

TOTAL 4205.60 / Rmt

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

NAME OF WORK:Construction of CTC @ Ch. 1.760km of dy-51 of ILC.

16 Design, fabrication, supply, erection and commisioning of fixed wheel type vertical lift gate (with top seat) consisting of skin plate, horizontal and vertical girders, wheels, guide rollers, rubber seals etc., with all accessories for canalescape/regulator vent including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc.,complets as per specifications and approved drawings with all leads and lifts.

(WRD SR 2012-13 P. No. 128, Item No. 30) Rate/Unit

Basic Rate 128500.00 / Kg

TOTAL 133640.00 / Kg

Assistant Executive Engineer Executive Engineer

KBJNL IBC Sub Division No-24 KBJNL IBC Division No-2

Rampur (PA) Almel

Superintending Engineer

KBJNL IBC O&M Circel-2

NAME OF WORK:Construction of CTC @ Ch. 1.760km of dy-51 of ILC.

Item No. Description

17 Design, fabrication, supply, erection, testing and commisioning of fixed wheel type verticle lift gate with top seal consisting of skin plate horizontle and verticle girders wheels guide rollers rubber seal ,seal etc., with all accessories for canalescape/regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying two coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint seal fixing etc., complete as per specifications and approved drawings with all leads and lifts.

(WRD SR 2012-13 P. No. 128, Item No. 31) Rate/Unit

Basic Rate 126900.00 / Kg

TOTAL 131976.00 / Kg

Assistant Executive Engineer Executive Engineer

KBJNL IBC Sub Division No-24 KBJNL IBC Division No-2

Rampur (PA) Almel

Superintending Engineer

KBJNL IBC O&M Circel-2

NAME OF WORK:Construction of CTC @ Ch. 1.760km of dy-51 of ILC.

Item No. Description

18 Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw type hoist consisting of supporting structure,platform, ladder etc., with all accessories for operating canal escape /regulator gate including cost of all materials, machinery, labour, cutting,aligning, anchoring, welding, finishing, cleaning, applying two coats ofzinc chromate red oxide primer and three coats of approved syntheticenamel paint etc., complete as per specifications and approved drawingswith lead upto 1 km and all lifts for structural steel componentsand all leads and lifts including packinf / forwarding charges for tonne other materials.

(WRD SR 2012-13 P. No. 129, Item No. 32) Rate/Unit

Basic Rate 33900.00 / Kg

TOTAL 35256.00 / Kg

Assistant Executive Engineer Executive Engineer

KBJNL IBC Sub Division No-24 KBJNL IBC Division No-2

Rampur (PA) Almel

Superintending Engineer

KBJNL IBC O&M Circel-2

Item No. Description

3 Providing and filling Murrum/Gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading in layers of 100 to 150 mm, breaking clods, ,watering, compaction by earth masters to acheive density control of not less than 90 percent etc., complete with lead upto 50 m and all lifts.

( WRD SR - 2013 - 2014 Item No.4.53 Page No.101) Rate/Unit

Basic Rate 348.00 / Cum

Add Difference in cost of Royalty Charges As per The SR Royalty Charges

Constant New Rate Total

Casing/Hearting Soil 16.00 1.20 30 36.0 20.00

TOTAL 382.72 / Cum

Assistant Executive Engineer Executive Engineer

KBJNL, IBC Sub Div No-26 KBJNL IBC O & M Division

Yaragal. Rampur

Superintending Engineer

KBJNL IBC O&M Circel-2

10 Providing, and laying Reinforced cement concrete pipe NP.3 class for culverts including pointing ends and fixinf collors with cement mortar 1:2 including cost of materials, labours, curing etc., complete. As per specifications No KSRB 1000, 2300 MORTH & specification 1000/ 2300 ,600mm dia. pipes with all lead and lifts and as directed by the Engineer-in-Charge.

SR OF PW,P & IWTD, NORTH ZONE -DHARWAD FOR THE YEAR 2016-2017. It.No. Rate/m Dia. Of pipes

Page no 253 Item no 34.6.5 Basic rate Rs 6022.00 /Rmt 34.6.1 1581.00 300

Add area weightage @ 5% Rs 301.10 /Rmt 34.6.2 2764.00 450

Section Officer. Assistant Executive Engineer, KBJNL,IBC,O&M Sub Dn.26 Yaragal. 34.6.6 9288.00 1200

Executive Engineer KBJNL,IBC,O&M Division. Rampur. Superintending Engineer KBJNL,O&M circle-2, Rampur.