Keladi Road Bill 2nd

2nd RA BILL

Detailed Measurement Sheet No. - 24

PREMEASUREMENT

Date of Recording :

Item of work No. L in M B in M D in M Qty unit

26

FOR CD WORK 1000 MM Dia.1) CH. 0.050 Km.Head wall L/S 1 6.30 1.40 1.65 14.55 Cum R/S 1 6.30 1.40 1.65 14.55

Pipe portion 1 4.85 1.35 0.60 3.93

Head wall L/S 2 1.80 0.90 1.65 5.35 R/S 2 2.60 1.40 1.65 12.01

2) CH. 0.45 Km.Head wall 2 6.30 1.40 1.65 29.11 Pipe portion 1 4.85 1.35 0.60 3.93





NAME OF WORK :METALLING AND ASPHALTING OF ROAD FROM KELADI TO T-09 ROAD IN SAGARA TLAUK, SHIMOGA DISTRICT. FROM 0.00 TO 7.450 KM (PACKAGE NO. 24-29)

Tender Sl. No.

Earth work in excavation for structure as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal dressing of sides and bottom and backfilling in trenches with excavated suitable material. In all soil with all leads and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

2nd RA BILL

Detailed Pre-Measurement Sheet No. - 25


7) CH. 5.63 Km.Head wall L/S 1 6.30 1.40 1.65 14.55 R/S 2 1.80 0.90 1.65 5.35 R/S 1 1.10 0.90 1.65 1.63 R/S 2 1.80 1.40 1.65 8.32

Pipe portion 1 4.85 1.35 0.60 3.93

8) CH. 6.30 Km.Head wall 2 6.30 1.40 1.65 29.11

Pipe portion 1 4.85 1.35 0.60 3.93282.38 Cum

27

FOR CD WORK 1000 MM Dia.

For Pipe jointing portion 2 10 0.60 0.60 0.15 1.08 Cum

28

FOR CD WORK 1000 MM Dia.1) CH. 0.050 Km.Head wall L/S 1 6.30 1.40 0.15 1.32 Cum R/S 1 6.30 1.40 0.15 1.32

R/S 2 1.80 0.90 0.15 0.49 R/S 2 2.60 1.40 0.15 1.09

2) CH. 0.45 Km.Head wall L/S 2 6.30 1.40 0.15 2.65

3) CH. 1.150 Km.Head wall L/S 1 6.30 1.40 0.15 1.32 R/S 1 6.30 1.40 0.15 1.32

4) CH. 1.33 Km.Head wall 2 6.30 1.40 0.15 2.65

Tender Sl. No.

Providing and laying concrete cradle bedding with (Type-A) M 15 Grade Cement concrete as per clause 1105 with all leads and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 and 1203 PCC grade M 10, Nominal mix 1:3:6 with all leads and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

2nd RA BILL

Detailed Pre-Measurement Sheet No. - 26


5) CH. 1.87 Km.Head wall 2 6.30 1.40 0.15 2.65

6) CH. 2.595 Km.Head wall 2 6.30 1.40 0.15 2.65

7) CH. 5.63 Km.Head wall L/S 1 6.30 1.40 0.15 1.32 R/S 2 1.80 0.90 0.15 0.49 R/S 1 1.10 0.90 0.15 0.15 R/S 2 1.80 1.40 0.15 0.76

8) CH. 6.30 Km.Head wall 2 6.30 1.40 0.15 2.65

22.81 Cum

10

Jelly Hip measurementsCh. 5.50 to 6.00 Km 6 9.50 (1.00+0.50)/2 0.49 20.95

7 10.00 (1.05+0.50)/2 0.50 27.136 9.80 (1.10+0.55)/2 0.48 23.285 8.50 (1.00+0.48)/2 0.52 16.356 8.00 (1.00+0.40)/2 0.50 16.807 9.30 (1.00+0.52)/2 0.51 25.237 9.20 (1.20+0.51)/2 0.48 26.436 9.00 (1.15+0.48)/2 0.45 19.806 10.00 (1.15+0.48)/2 0.48 23.475 9.80 (1.20+0.51)/2 0.48 20.116 9.50 (1.00+0.40)/2 0.50 19.957 9.30 (1.00+0.45)/2 0.52 24.54

Ch. 6.00 to 7.00 Km 7 9.30 (1.00+0.50)/2 0.50 24.416 10.20 (1.05+0.50)/2 0.49 23.247 9.70 (1.10+0.55)/2 0.48 26.896 9.60 (1.00+0.48)/2 0.55 23.446 9.20 (1.00+0.40)/2 0.60 23.187 9.30 (1.00+0.52)/2 0.52 25.736 9.20 (1.20+0.51)/2 0.53 25.016 9.80 (1.15+0.48)/2 0.43 20.616 10.10 (1.15+0.48)/2 0.47 23.215 9.75 (1.20+0.51)/2 0.48 20.015 9.40 (1.00+0.40)/2 0.50 16.456 9.30 (1.00+0.45)/2 0.52 21.04

Tender Sl. No.

Providing, laying, Spreading and compacting stone aggregates of specific sizes to Water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the intersectices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 by all means with all leads and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

2nd RA BILL

C/F 537.26Detailed Pre-Measurement Sheet No. - 27


B/F 537.26Ch. 7.00 to 7.45 Km 6 9.20 (1.00+0.50)/2 0.52 21.53

7 8.80 (1.05+0.50)/2 0.53 25.305 10.00 (1.10+0.55)/2 0.51 21.046 10.10 (1.00+0.48)/2 0.52 23.327 9.80 (1.00+0.40)/2 0.48 23.056 9.50 (1.00+0.52)/2 0.49 21.237 9.60 (1.20+0.51)/2 0.47 27.005 9.75 (1.15+0.48)/2 0.55 21.856 8.80 (1.15+0.48)/2 0.49 21.096 10.20 (1.20+0.51)/2 0.49 25.64

768.31

Section Officer. Assistant Executive EngineerProject sub division,

Shimoga.

Tender Sl. No.


R.A BILL - FIRST AND PART BILL

27937.50

" PRADHANA MANTRI GRAMA SADAK YOJANA" PHASE VII 2006-07

Date of Recording :

Item of work Nos. L in M D in M Qty Unit Amount

1

Pre measurement qty. vide this M.B.No.01 at page No.1 to 3 of Item No. 3.35003.3500 Hectare 18974.00 63563.00

3

0.00 to 0.20 KMLeft side 5 30.00 150.00 Rmtr

1 8.00 8.00Right side 6 30.00 180.00

0.20 to 0.40 KmLeft side 3 30.00 90.00

1 20.00 20.00Right side 4 30.00 120.00

1 5.00 5.00

0.40 to 0.60 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 20.00 20.000.80 to 1.00 KmLeft side 1 10.00 10.00

NAME OF WORK : METALLING AND ASPHALTING OF ROAD FROM KELADI TO T-09 ROAD IN SAGARA TLAUK, SHIMOGA DISTRICT. FROM 0.00 TO 7.450 KM (PACKAGE NO. 24-29)

Name of Contractor : Mr. Sharath J ShetEstimate Cost : Rs. 205.69 LakhsTechnical approval No. : TCH/06231/DIV/PH - VII B' /07-08Head of Account : 3054-06-337-Rural roads - 01

Agreement No. : Starting Period : 12-12-2008Stipulated Period : 11-09-2009

Sl. No. B in M Tender

rate

Cutting and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 by manual means in area of non-throny jungle etc., complete as directed by the Engineer in charge of the work.

Surface drains in soil construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades levels and dimensions. Excavated material to be used in embankment with all lead and lifts, loading and unloading charges cost and conveyance of all materials, labour, equipment and other incidental charges etc., complete as per Technical specification Clause 307. Mechanical means as directed by the Engineer in charge of the work.

Right side 1 20.00 20.00Detailed Measurement Sheet No. - 10


1.00 to 1.20 KmLeft side 5 30.00 150.00

1 27.00 27.00Right side 6 30.00 180.00

1 20.00 20.00

1.20 to 1.40 KmLeft side 2 30.00 60.00

1 23.00 23.00Right side 4 30.00 120.00

1 5.00 5.00

1.40 to 1.60 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 20.00 20.00

1.60 to 1.80 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 20.00 20.00

1.80 to 2.00 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 20.00 20.00

2.00 to 2.20 KmLeft side 2 30.00 60.00

1 5.00 5.00Right side 4 30.00 120.00

1 25.00 25.00

2.20 to 2.40 KmLeft side 2 20.00 40.00Right side 1 30.00 30.00

1 7.00 7.00

2.40 to 2.60 KmLeft side 5 30.00 150.00

1 20.00 20.00Right side 6 30.00 180.00

1 20.00 20.00

2.60 to 2.80 KmLeft side 6 30.00 180.00


rate

1 20.00 20.00Right side 6 30.00 180.00

1 10.00 10.00Detailed Measurement Sheet No. - 11


2.80 to 3.00 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 20.00 20.00

3.00 to 3.20 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 20.00 20.00

3.20 to 3.40 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 20.00 20.00

3.40 to 3.60 KmLeft side 3 30.00 90.00

1 28.00 28.00Right side 3 30.00 90.00

1 25.00 25.00


3.80 to 4.00 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 20.00 20.00

4.00 to 4.20 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 20.00 20.00

4.20 to 4.40 KmLeft side 1 30.00 30.00

1 20.00 20.00Right side 1 30.00 30.00

1 20.00 20.00


rate

4.40 to 4.60 KmLeft side 5 30.00 150.00

1 15.00 15.00Right side 5 30.00 150.00



4.60 to 4.80 KmLeft side 4 30.00 120.00

1 15.00 15.00Right side 4 30.00 120.00

1 10.00 10.00

4.80 to 5.00 KmLeft side 5 30.00 150.00

1 5.00 5.00Right side 3 30.00 90.00

1 15.00 15.00

5.00 to 5.20 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 15.00 15.00

5.20 to 5.40 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 20.00 20.00

5.40 to 5.60 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 15.00 15.00

5.60 to 5.80 KmLeft side 6 30.00 180.00

1 15.00 15.00Right side 6 30.00 180.00

1 15.00 15.00


1 15.00 15.00



rate

6.20 to 6.40 KmLeft side 4 30.00 120.00

1 20.00 20.00Right side 6 30.00 180.00



6.40 to 6.60 KmLeft side 6 30.00 180.00

1 20.00 20.00Right side 6 30.00 180.00

1 15.00 15.00

6.60 to 6.80 KmLeft side 4 30.00 120.00

1 15.00 15.00Right side 4 30.00 120.00

1 15.00 15.00

6.80 to 7.00 KmLeft side 5 30.00 150.00

1 5.00 5.00Right side 5 30.00 150.00

1 5.00 5.00

7.00 to 7.20 KmLeft side 6 30.00 180.00

1 15.00 15.00Right side 6 30.00 180.00

1 15.00 15.00


Total Qty . = 11093.00 Rmtr 40.00 443720.00

4

#REF!Total Qty . = #REF! Sqm 10.00 #REF!


rate

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4 with all lead and lifts, loading and unloading charges cost and conveyance of all materials, labour, equipment and other incidental charges etc., complete as per Technical specification Clause 307. Mechanical means as directed by the Engineer in charge of the work.

Pre measurement qty. vide this M.B.No.01 at page No.4 to 6 of Item No. 4



5

0.00 to 0.20 KmShoulders 2 6 30.00 1.875 0.15 101.25 Cum

2 1 20.00 1.875 0.15 11.25

0.20 to 0.40 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

0.40 to 0.60 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

0.80 to 1.00 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

1.00 to 1.20 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

1.20 to 1.40 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

1.40 to 1.60 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

1.60 to 1.80 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

1.80 to 2.00 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

2.00 to 2.20 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

2.20 to 2.40 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

2.40 to 2.60 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25


rate

Compacting Original ground supporting embankment loosening, levelling and compacting original ground supporting embankment to fecilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling as to achieve minium dry density as given in Table 300.1 and 300.2 for embankment construction as per Technical specification clause 301.4.1 as directed by the Engineer in charge of the work.

2.60 to 2.80 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

2.80 to 3.00 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

3.00 to 3.20 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25



3.20 to 3.40 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

3.40 to 3.60 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

3.60 to 3.80 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

3.80 to 4.00 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

4.00 to 4.20 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

4.20 to 4.40 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

4.40 to 4.60 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

4.60 to 4.66 Km 2 2 30.00 1.875 0.15 33.75

4.675 to 4.80 Km 2 4 30.00 1.875 0.15 67.502 1 5.00 1.875 0.15 2.81

4.80 to 5.00 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

5.00 to 5.20 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

5.20 to 5.40 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

5.40 to 5.60 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

5.60 to 5.80 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

5.80 to 6.00 Km 2 6 30.00 1.875 0.15 101.25


rate

2 1 20.00 1.875 0.15 11.25

6.00 to 6.20 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

6.20 to 6.40 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25



6.40 to 6.60 Km 2 6 30.00 1.625 0.15 87.752 1 20.00 1.625 0.15 9.75

6.60 to 6.80 Km 2 6 30.00 1.625 0.15 87.752 1 20.00 1.625 0.15 9.75

6.80 to 7.00 Km 2 6 30.00 1.625 0.15 87.752 1 20.00 1.625 0.15 9.75

7.00 to 7.20 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

7.20 to 7.40 Km 2 6 30.00 1.875 0.15 101.252 1 20.00 1.875 0.15 11.25

7.40 to 7.45 Km 2 1 5.00 1.875 0.15 2.81Total Qty . = 3999.37 Cum 10.00 39994.00

7.a

1.00 to 1.20 KmLeft side 3 30.00 90.00

1 15.00 15.00Right side 3 30.00 90.00

1 15.00 15.00

1.20 to 1.40 KmLeft side 3 30.00 90.00

1 15.00 15.00Right side 3 30.00 90.00

1 15.00 15.00

1.40 to 1.60 KmLeft side 2 30.00 60.00


rate

construction of embankment with approved material deposited at site from road way cutting and excavation from drain and foundation other structures graded and compacted to need the requirement of tables 300.1 & 300.2 as per technical specification Clause 301.5 with all lead and lift loading and unloading charges including cost of labour Hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of the work including transporting etc., complete. as per the detailed standard specification and as directed by the Engineer in charge of the work etc. complete

1 10.00 10.00Right side 4 30.00 120.00

1 20.00 20.00


1 20.00 20.00



1.80 to 2.00 KmLeft side 3 30.00 90.00

2 20.00 40.00Right side 2 30.00 60.00

2.00 to 2.20 KmLeft side 2 30.00 60.00

2 20.00 40.00Right side 3 30.00 90.00

1 10.00 10.00


2 7.00 14.00

2.40 to 2.60 KmLeft side 3 30.00 90.00

1 20.00 20.00Right side 2 30.00 60.00

1 20.00 20.00

2.60 to 2.80 KmLeft side 3 30.00 90.00

1 20.00 20.00Right side 3 30.00 90.002.80 to 3.00 KmLeft side 3 30.00 90.00

2 20.00 40.00Right side 2 30.00 60.00

1 20.00 20.00

3.00 to 3.20 KmLeft side 3 30.00 90.00

2 20.00 40.00Right side 3 30.00 90.00

3.20 to 3.40 KmLeft side 3 30.00 90.00


rate

1 20.00 20.00Right side 3 30.00 90.00

3.40 to 3.60 KmLeft side 3 30.00 90.00

1 28.00 28.00Right side 3 30.00 90.00




3.80 to 4.00 KmLeft side 3 30.00 90.00

2 20.00 40.00Right side 2 30.00 60.00

2 10.00 20.00

5.00 to 5.20 KmLeft side 4 30.00 120.00

1 20.00 20.00Right side 2 30.00 60.00


3 20.00 60.00


2 15.00 30.00

5.60 to 5.80 KmLeft side 3 30.00 90.00

1 15.00 15.00Right side 2 30.00 60.00

3 15.00 45.00



6.20 to 6.40 Km


rate

Left side 3 30.00 90.001 20.00 20.00

Right side 3 30.00 90.00

6.40 to 6.60 KmLeft side 3 30.00 90.00

1 20.00 20.00Right side 3 30.00 90.00

1 15.00 15.00

6.60 to 6.80 KmLeft side 2 30.00 60.00

1 15.00 15.00Right side 2 30.00 60.00



6.80 to 7.00 KmLeft side 3 30.00 90.00

1 5.00 5.00Right side 3 30.00 90.00

1 5.00 5.00


1 15.00 15.00


4182.00 RmtrVolume of drain qty. = (4182.00 x 0.40 Cum / Rmtr) 1672.80 Cum 40.00 66912.00

8

0.00 to 0.20 Km

1 6 30.00 7.500 292.50 Cum

1 1 20.00 7.500 31.50

0.20 to 0.40 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.50


rate

Construction of Subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to requried slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 with all lead and lifts, loading and unloading charges cost and conveyance of all materials, labour, equipment and other incidental charges etc., complete as per Technical specification Clause 307. Mechanical means as directed by the Engineer in charge of the work.

(0.20+0.25+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.25+0.20) 3

0.40 to 0.60 Km 1 6 30.00 7.500 279.00

1 1 20.00 7.500 31.50

0.80 to 1.00 Km 1 6 30.00 7.500 292.50

1 1 20.00 7.500 31.50

1.00 to 1.20 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00



1.20 to 1.40 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00

1.40 to 1.60 Km 1 6 30.00 7.500 283.50

1 1 20.00 7.500 31.50

1.60 to 1.80 Km 1 6 30.00 7.500 283.50

1 1 20.00 7.500 31.50

1.80 to 2.00 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.50

2.00 to 2.20 Km 1 6 30.00 7.500 279.00

1 1 20.00 7.500 32.50

2.20 to 2.40 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 31.50

2.40 to 2.60 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 31.50

(0.20+0.22+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.25+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3


rate

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.25+0.20) 3

(0.20+0.22+0.20) 3

(0.20+0.25+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.23+0.20) 3

2.60 to 2.80 Km 1 6 30.00 7.500 279.00

1 1 20.00 7.500 32.50

2.80 to 3.00 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 31.50

3.00 to 3.20 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 31.50



3.20 to 3.40 Km 1 6 30.00 7.500 283.50

1 1 20.00 7.500 32.00

3.40 to 3.60 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00

3.60 to 3.80 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00

3.80 to 4.00 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00

4.00 to 4.20 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00

4.20 to 4.40 Km 1 6 30.00 7.500 283.50

1 1 20.00 7.500 31.50

(0.20+0.22+0.20) 3

(0.20+0.25+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.23+0.20) 3


rate

(0.20+0.23+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3

4.40 to 4.60 Km 1 6 30.00 7.500 283.50

1 1 20.00 7.500 31.50

4.60 to 4.66 Km 1 2 30.00 7.500 94.50

4.675 to 4.80 Km 1 4 30.00 7.500 192.00

1 1 5.00 7.500 8.00

4.80 to 5.00 Km 1 6 30.00 7.500 283.50

1 1 20.00 7.500 31.50

5.00 to 5.20 Km 1 6 30.00 7.500 283.50



1 1 20.00 7.500 31.50

5.20 to 5.40 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00

5.40 to 5.60 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00

5.60 to 5.80 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00

5.80 to 6.00 Km 1 6 30.00 7.500 283.50

1 1 20.00 7.500 31.50

6.00 to 6.20 Km 1 6 30.00 7.500 283.50

1 1 20.00 7.500 31.50

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3


rate

(0.20+0.23+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3

6.20 to 6.40 Km 1 6 30.00 7.500 283.50

1 1 20.00 7.500 31.50

6.40 to 6.60 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00

6.60 to 6.80 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00

6.80 to 7.00 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00

7.00 to 7.20 Km 1 6 30.00 7.500 288.00

1 1 20.00 7.500 32.00



7.20 to 7.40 Km 1 6 30.00 7.500 283.50

1 1 20.00 7.500 31.00

7.40 to 7.45 Km 1 1 5.00 7.500 8.00

Total Qty . = 11428.00 Cum 156.00 1782768.00

9

Pre measurement qty. vide this M.B.No.01 at page No. 7 to 8 of Item No #REF!Part rate #REF! Cum 1000.00 #REF!

Full Rate Rs. 1500.00

(0.20+0.23+0.20) 3

(0.20+0.23+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3

(0.20+0.24+0.20) 3


rate

(0.20+0.23+0.20) 3

(0.20+0.22+0.20) 3

(0.20+0.24+0.20) 3

Water bound macadam sub base / base WBM Grading 2 Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the intersectices of coarse aggregate, watering and compacting to the required density grading 2 with all lead and lifts, loading and unloading charges, cost and conveyance of all materials, labour equipment and other incidental charges etc., complete as per Technical specification Clauses 405 as directed by the Engineer in charge of the work.

Part Rate paid Rs. 1000.00

10

15 7.50 112.50 Rmtr 4000.00 450000.00

Full Rate Rs. 4590.00Part Rate paid Rs. 4000.00

Toatl Bill amount = Rs. #REF!

Providing and laying Reinforced cement concrete pipe NP3 as per design in Single row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets with all lead and lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipment and other incidental charges etc., complete. Clause 1106 as directed by the Engineer in charge of the work. 1000 mm dia single vent.

Unit Item of work

1

3.47 18974.00

2

Cum 4476.00

3

Rmtr 14900.00 40.00

Tend

er

S

l No

. Tender Qty

Tender Rate

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 by mechanical means (In Non Thorny Jungle) with all leads and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

Hectare

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance as directed, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections with all leads and lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments and all other incidental charges for the successful completion of work etc., complete as per directions of the Engineer in charge of the work.

Construction of unlined Surface drains of average cross sectional area 0.40 sqm in all soil to specified lines, grades levels and dimensions, excavated material to be used in embankment as per Technical specification Clause 307 by manual means with all leads and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

Previous measurement Present measurement Total Upto dateQty Amount Qty Rate Amount Qty Amount

3.35 63563.00 18974.00 3.35 63563.00

4470.20 45.00 201159.00 4470.20 201159.00

11093.00 443720.00 11093.00 443720.00

Unit Item of work

Tend

er

S

l No

. Tender Qty

Tender Rate

4

Sqm ### 10.00

5

Cum 4190.63 10.00

6

Cum 4384.00 40.00

8

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4 with all leads and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

Compacting Original ground supporting embankment loosening, levelling and compacting original ground supporting embankment to fecilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling as to achieve minium dry density as given in Table 300.1 and 300.2 for embankment construction as per Technical specification clause 301.4.1 as directed by the Engineer in charge of the work.

Construction of embankment with approved material deposited at site from road way cutting and excavation from drain and foundation other structures graded and compacted to meet requirement of tables 300.1 & 300.2 as per technical specification Clause 301.5 with all lead and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

Construction of Subgrade and earthen shoulders with approved material obtained from borrow pits shall not be less than CBR 8%. If the existing surface CBR is more than 8%, the CBR of the material brought from the borrow pit should not be less than the existing surface (CBR of such soil should be checked by contractor or by his site engineer considering the materials brought at site which shall be certified for it's accuracy by Assistant Engineer/Junior Engineer and shall be checked by Assistant Engineer and final clearance should be given by Executive Engineer) with all lead and lifts and leads, transporting to site, spreading, shall not be carried out unless and until Executive Engineer gives clearance grading to required slope and compacting to meet requirement of Tables 300.2 as per Technical Specification Clause 303.1 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete as per the directions of the Engineer incharge of the work.


27131.25 271313.00 750.00 10.00 7500.00 27881.25 278813.00

3999.37 39994.00 10.00 3999.37 39994.00

1672.80 66912.00 2712.00 40.00 108480.00 4384.80 175392.00

Unit Item of work

Tend

er

S

l No

. Tender Qty

Tender Rate

Cum ### 156.00

9

Cum 5587.50 445.00

10

Cum 2204.91 1500.00

CD WORKS

26

Granular sub-base / base/ surface course with local material (table 400.13) using gravel mix soil (mix designed) by mix in place method normal construction of granula sub base by providing local material Spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller 408 with all leads and lifts, loading and unloading charges cost and conveyance of all materials, labour, equipments etc., as per the directions of the Engineer in charge of the works (proposed portion 70:30 Gravel and Sand).

Providing, laying, Spreading and compacting stone aggregates of specific sizes to Water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the intersectices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 by all means with all leads and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

Tender rate paid = Rs. 1500.00 Part rate paid = Rs. 1000.00



11428.00 1782768.00 5334.50 156.00 832182.00 16762.50 2614950.00

5586.95 445.00 2486193.00 5586.95 2486193.00

1436.72 1436720.00 768.31 1000.00 768310.00 2205.03 2205030.00

Unit Item of work

Tend

er

S

l No

. Tender Qty

Tender Rate

Cum

27

Cum

28

Cum

29

Cum

31



Providing and constructing Stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clauses 702, 704, 1202 and 1203 Coursed rubble masonry (2nd) loading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

Providing and constructing Stone masonry in cement mortar 1:4 for parapet complete as per drawing and technical specification Clauses 700 and 1208.4 Coursed rubble masonry (1st sort) with all lead and lifts, loading and unloading charges, cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.


282.38 150.00 42357.00 282.38 42357.00

1.08 4000.00 4320.00 1.08 4320.00

22.81 3700.00 84397.00 22.81 84397.00

157.10 2300.00 361330.00 157.10 361330.00

Unit Item of work

Tend

er

S

l No

. Tender Qty

Tender Rate

Cum

34

Rmtr 112.50 4590.00

38

Rmtr

Total Amount =

1 Royalty a) Granite Metal = 208.18 Cum

b) Gravel = 3352.17 Cum

c) Sand = 89.28 Cum

Contractor Section Officer

Providing and laying Reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106-1000 mm dia. with all lead and lifts, loading and unloading charges, cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

Tender rate paid = Rs. 4590-00 Part rate paid = Rs. 4000-00

Providing and laying PCC M-20 architectural coping on the top of wing wall return wall etc., complete as per ndrawing and technical specification Clauses 615,710,1204 3.11 with all lead and lift, loading and unloading charges, including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.


19.42 3500.00 67970.00 19.42 67970.00

112.50 450000.00 112.50 450000.00

95.90 225.00 21578.00 95.90 21578.00

4554990.00 4985776.00 ###

Assistant Executive Engineer

Project sub division,

Shimoga.

ROYALTY STATEMENT

SpecificationMetal Sand Gravel

Constant Quantity Constant Quantity Constant Quantity27 CC M15 Grade 1.08 0.81 0.87 0.459 0.5028 PCC M10 1:3:6 22.81 0.92 20.99 0.410 9.35

29 157.10 1.05 164.96 0.45 70.70

31 19.42 1.10 21.36 0.45 8.74

9 G.S.B. 5586.95 0.00 0.40 2234.78 0.60 3352.17

208.18 89.28 3352.17

Section Officer. Assistant Executive EngineerProject Sub Division,

Shimoga

NAME OF WORK: METALLING AND ASPHALTING OF ROAD FROM KELADI TO T-09 ROAD IN SAGARA TLAUK, SHIMOGA DISTRICT. FROM 0.00 TO 7.450 KMTender Item

No.

Qty. in Cum

Rubble stone masonryStone masonry in CM 1:4

2nd RA BILL

Detailed Measurement Sheet No. -28

R.A BILL - SECOND AND PART BILL

" PRADHANA MANTRI GRAMA SADAK YOJANA" PHASE VII 2006-07

Date of Recording :


1 2 3 4 5 6 7 8 9

2

As per Earth work calculation sheet 4470.20 Cum 45.00 201159.00

4

Qty. vide MB No. 24-29, Pre measurement Page No. 4 to 6 750.00 Cum 10.00 7500.00

6

As per Earth work calculation sheet 4384.80

Less Previously paid Vide MB 24-29, Page No.16 to 19 1672.802712.00 2712.00 Cum 40.00 108480.00

NAME OF WORK : METALLING AND ASPHALTING OF ROAD FROM KELADI TO T-09 ROAD IN SAGARA TALUK, SHIMOGA DISTRICT. FROM 0.00 TO 7.450 KM (PACKAGE NO. 24-29)

Name of Contractor : Mr. Sharath J ShetEstimate Cost : Rs. 205.69 LakhsTechnical approval No. : TCH/06231/DIV/PH - VII B' /07-08Head of Account : 3054-06-337-Rural roads - 01

Agreement No. : Starting Period : 12-12-2008Stipulated Period : 11-09-2009

Ten I.No. B in M Tender

rate

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance as directed, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections with all leads and lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments and all other incidental charges for the successful completion of work etc., complete as per directions of the Engineer in charge of the work.

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4 with all leads and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

Construction of embankment with approved material deposited at site from road way cutting and excavation from drain and foundation other structures graded and compacted to meet requirement of tables 300.1 & 300.2 as per technical specification Clause 301.5 with all lead and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

2nd RA BILL

Detailed Measurement Sheet No. -29


1 2 3 4 5 6 7 8 9

8

As per calculation sheet 16762.50

Less Previously paid Vide MB 24-29, Page No.19-23 11428.005334.50 5334.50 Cum 156.00 832182.00

9

0.00 to 0.20 Km

6 30.00 7.50 157.50 Cum

1 20.00 7.50 17.50

0.20 to 0.40 Km 6 30.00 7.50 157.50

1 20.00 7.50 17.50

0.40 to 0.60 Km 6 30.00 7.00 138.60

1 20.00 7.00 14.93

0.60 to 0.80 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

C/F 653.53


rate

Construction of Subgrade and earthen shoulders with approved material obtained from borrow pits shall not be less than CBR 8%. If the existing surface CBR is more than 8%, the CBR of the material brought from the borrow pit should not be less than the existing surface (CBR of such soil should be checked by contractor or by his site engineer considering the materials brought at site which shall be certified for it's accuracy by Assistant Engineer/Junior Engineer and shall be checked by Assistant Engineer and final clearance should be given by Executive Engineer) with all lead and lifts and leads, transporting to site, spreading, shall not be carried out unless and until Executive Engineer gives clearance grading to required slope and compacting to meet requirement of Tables 300.2 as per Technical Specification Clause 303.1 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete as per the directions of the Engineer incharge of the work.

Granular sub-base/base/surface course with local material, (table 400.13) using gravel mix soil (mix designed) by mix in place method normal construction of granular sub base by providing local material Spreading in uniform leyers with mortar grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 408 with all lead and lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete as per the directions of the Engineer in charge of the work (proposed proportion 70:30 Gravel and sand).

(0.10+0.15+0.10) 3

(0.10+0.15+0.10) 3

(0.10+0.15+0.10) 3

(0.10+0.15+0.10) 3

(0.10+0.13+0.10) 3

(0.10+0.12+0.10) 3

2nd RA BILL



1 2 3 4 5 6 7 8 9B/f 653.53

0.80 to 1.00 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

1.00 to 1.20 Km 6 30.00 7.00 134.40

1 20.00 7.00 14.93

1.20 to 1.40 Km 6 30.00 7.00 134.40

1 20.00 7.00 14.93

1.40 to 1.60 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

1.60 to 1.80 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

1.80 to 2.00 Km 6 30.00 7.00 134.40

1 20.00 7.00 14.93

2.00 to 2.20 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

2.20 to 2.40 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

2.40 to 2.60 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

2.60 to 2.80 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

2.80 to 3.00 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

3.00 to 3.20 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

C/F 2451.53


rate

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

2nd RA BILL



1 2 3 4 5 6 7 8 9B/f 2451.53

3.20 to 3.40 Km

6 30.00 7.00 134.40

1 20.00 7.00 14.93

3.40 to 3.60 Km6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

3.60 to 3.80 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

3.80 to 4.00 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

4.00 to 4.20 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

4.20 to 4.40 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

4.40 to 4.60 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

4.60 to 4.66 Km 2 30.00 7.50 0.10 45.00

4.675 to 4.800 Km 4 30.00 7.50 0.10 90.001 5.00 7.50 0.10 3.75

5.00 to 5.20 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

5.20 to 5.40 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

5.40 to 5.60 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

5.60 to 5.80 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

5.80 to 6.00 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

6.00 to 6.20 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

C/F 4539.62


rate

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

2nd RA BILL



1 2 3 4 5 6 7 8 9B/f 4539.62

6.20 to 6.40 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

6.40 to 6.60 Km 6 30.00 7.00 134.40

1 20.00 7.00 14.93

6.60 to 6.80 Km 6 30.00 7.00 134.40

1 20.00 7.00 14.93

6.80 to 7.00 Km 6 30.00 7.00 134.40

1 20.00 7.00 14.93

7.00 to 7.20 Km 6 30.00 7.00 134.40

1 20.00 7.00 14.93

7.20 to 7.40 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

7.40 to 7.450 Km 6 30.00 7.50 0.10 135.001 20.00 7.50 0.10 15.00

5586.95 Cum 445.00 2486193.00

10

Vide Pre-measurement vide this MB Package-24-29, Page No.26,27 768.31 Cum 1000.00 768310.00


rate

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

(0.10+0.12+0.10) 3

Providing, laying, Spreading and compacting stone aggregates of specific sizes to Water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the intersectices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405 by all means with all leads and lifts, loading and unloading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

(Full Rate= 1500.00 Part Rate= 1000.00)

2nd RA BILL



1 2 3 4 5 6 7 8 9CD WORKS

26

Pre measurement vide this MB 24-29, Page No.24, 25 282.38 Cum 150.00 42357.00

27

Pre measurement vide this MB 24-29, Page No. 25 1.08 Cum 4000.00 4320.00

28

Pre measurement vide this MB 24-29, Page No. 25, 26 22.81 Cum 3700.00 84397.00

29

1) Ch. 0.050 KMHead wall L/S 1 6.30 1.40 0.45 3.97 Cum " 1 6.30 1.20 0.40 3.02 " 1 6.30 1.00 0.22 1.39 " 1 6.30 0.80 0.22 1.11 " 1 6.30 0.60 0.40 1.51


rate




Providing and constructing Stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clauses 702, 704, 1202 and 1203 Coursed rubble masonry (2nd) loading charges including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

2nd RA BILL

2nd RA BILL



1 2 3 4 5 6 7 8 9

R/S 1 6.00 1.40 0.45 3.78 " 1 6.00 1.20 0.45 3.24 " 1 6.00 1.00 0.45 2.70 " 2 1.80 0.80 0.45 1.30 " 2 1.80 0.60 0.45 0.97 " 2 2.60 1.40 0.45 3.28 " 2 2.60 1.20 0.45 2.81 " 2 2.60 1.00 0.45 2.34 " 1 6.00 0.60 0.45 1.62

33.03

Deduct pipe portion 2 3.14 1.2x1.2 0.85 (-) 1.92

4 31.11

2) Ch. 0.450 KMHead wall L/S 1 6.00 1.40 0.45 3.78 " 1 6.00 1.20 0.23 1.66 " 1 6.00 1.00 0.23 1.38 " 1 6.00 0.80 0.25 1.20 " 1 6.00 0.60 0.25 0.90

R/S 1 6.00 1.40 0.45 3.78 " 1 6.00 1.20 0.45 3.24 " 1 6.00 1.00 0.20 1.20 " 1 6.00 0.80 0.20 0.96 " 1 6.00 0.60 0.45 1.62

19.72


4 17.80

3) Ch. 1.150 KMHead wall L/S 1 6.00 1.40 0.45 3.78 " 1 6.00 1.20 0.23 1.66 " 1 6.00 1.00 0.23 1.38 " 1 6.00 0.80 0.23 1.10 " 1 6.00 0.60 0.23 0.83

R/S 1 5.90 1.40 0.40 3.30 " 1 5.90 1.20 0.23 1.63 " 1 5.90 1.00 0.23 1.36 " 1 5.90 0.80 0.45 2.12 " 1 5.90 0.60 0.40 1.42

18.58



rate

2nd RA BILL

4 16.66

2nd RA BILL



1 2 3 4 5 6 7 8 9

4) Ch. 1.330 KMHead wall L/S 1 5.95 1.40 0.40 3.33 " 1 5.95 1.20 0.40 2.86 " 1 5.95 1.00 0.20 1.19 " 1 5.95 0.80 0.20 0.95 " 1 5.95 0.60 0.20 0.71

R/S 1 6.00 1.40 0.40 3.36 " 1 6.00 1.20 0.40 2.88 " 1 6.00 1.00 0.20 1.20 " 1 6.00 0.80 0.40 1.92 " 1 6.00 0.60 0.20 0.72

19.12


4 17.20

5) Ch. 1.870 KMHead wall L/S 1 6.00 1.40 0.40 3.36 " 1 6.00 1.20 0.40 2.88 " 1 6.00 1.00 0.20 1.20 " 1 6.00 0.80 0.40 1.92 " 1 6.00 0.60 0.40 1.44

R/S 1 5.95 1.40 0.60 5.00 " 1 5.95 1.20 0.45 3.21 " 1 5.95 1.00 0.20 1.19 " 1 5.95 0.80 0.20 0.95 " 1 5.95 0.60 0.45 1.61

22.76Deduct pipe portion 2 3.14 1.2x1.2 0.85 (-) 1.92

4 20.846) Ch. 2.595 KM

Head wall L/S 1 6.00 1.20 0.45 3.24 " 1 6.00 1.00 0.45 2.70 " 1 6.00 0.80 0.45 2.16 " 1 6.00 0.75 0.20 0.90 " 1 6.00 0.60 0.25 0.90

R/S 1 6.00 1.20 0.45 3.24 " 1 6.00 1.00 0.45 2.70 " 1 6.00 0.80 0.20 0.96 " 1 6.00 0.75 0.23 1.04 " 1 6.00 0.60 0.23 0.83


4 16.74


rate

2nd RA BILL



1 2 3 4 5 6 7 8 9

7) Ch. 5.630 KMHead wall L/S 1 6.00 1.20 0.45 3.24 " 1 6.00 1.00 0.45 2.70 " 1 6.00 0.80 0.45 2.16 " 1 6.00 0.60 0.45 1.62

R/S 2 1.80 1.20 0.40 1.73 " 2 1.80 1.00 0.40 1.44 " 2 1.80 0.60 0.60 1.30 " 1 1.10 1.00 0.40 0.44 " 1 1.10 0.80 0.40 0.35 " 1 1.10 0.60 0.60 0.40 " 2 1.80 1.40 0.60 3.02 " 2 1.80 1.20 0.40 1.73 " 2 1.80 1.00 0.40 1.44 " 2 1.80 0.60 0.23 0.50 " 1 6.00 0.60 0.23 0.83


4 20.978) Ch. 6.300 KM

Head wall L/S 1 5.90 1.20 0.40 2.83 " 1 5.90 1.00 0.20 1.18 " 1 5.90 0.80 0.20 0.94 " 1 5.90 0.75 0.40 1.77 " 1 5.90 0.60 0.40 1.42

R/S 1 5.90 1.20 0.45 3.19 " 1 5.90 1.00 0.45 2.66 " 1 5.90 0.80 0.45 2.12 " 1 5.90 0.60 0.45 1.59

17.70


4 15.78TOTAL QTY. 157.10 Cum 2300.00 361331.00

31


rate

Providing and constructing Stone masonry in cement mortar 1:4 for parapet complete as per drawing and technical specification Clauses 700 and 1208.4 Coursed rubble masonry (1st sort) with all lead and lifts, loading and unloading charges, cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

2nd RA BILL



1 2 3 4 5 6 7 8 9

1) Ch. 0.050 KM Parapet L/S 1 6.30 0.45 0.45 1.28 R/S 1 6.00 0.45 0.45 1.22

2) Ch. 0.450 KM Parapet 2 6.00 0.45 0.45 2.43




6) Ch. 2.595 KM Parapet 2 6.00 0.45 0.45 2.43

7) Ch. 5.630 KM Parapet 2 6.00 0.45 0.45 2.43

8) Ch. 6.300 KM Parapet 2 5.90 0.45 0.45 2.39

19.42 Cum 3500.00 67969.00

38

1) Ch. 0.050 KM Parapet L/S 1 6.30 6.30 R/S 1 6.00 6.00

2) Ch. 0.450 KM Parapet 2 6.00 12.00

3) Ch. 1.150 KM Parapet L/S 1 6.00 6.00


rate

Providing and laying PCC M-20 architectural coping on the top of wing wall return wall etc., complete as per ndrawing and technical specification Clauses 615,710,1204 3.11 with all lead and lift, loading and unloading charges, including cost of labour, hire charges of machinery and equipments and all other incidental charges necessary for the successful completion of works including transportation etc., complete as per detailed standard specification and as directed by the Engineer in charge of the works etc., complete.

2nd RA BILL

R/S 1 5.90 5.90



1 2 3 4 5 6 7 8 9

4) Ch. 1.330 KM Parapet L/S 1 5.95 5.95 R/S 1 6.00 6.005) Ch. 1.870 KM Parapet L/S 1 6.00 6.00 R/S 1 5.95 5.956) Ch. 2.595 KM Parapet 2 6.00 12.00

7) Ch. 5.630 KM Parapet 2 6.00 12.00

8) Ch. 6.300 KM Parapet 2 5.90 11.80

95.90 Rmtr 225.00 21578.00

TOTAL BILL AMOUNT 4985776.00

Section Officer. Assistant Executive EngineerProject sub division,

Shimoga.


rate

Documents

Keladi Road Bill 2nd