ESTIMATE - e Tendersvidc.maharashtra.etenders.in/tnduploads/vidc/tndheader/... · 2011-03-22 · 3 TEDHWA SEONI LIFT IRRIGATION ABSTRACT Sr No Particulars Cost of R.B.C. Cost of L.B.C

1

ESTIMATE

DIVISION : MEDIUM PROJECT DIVISION ,GONDIA

SUB DIVISION : MINOR IRRIGATION SUBDIVISION GONDIA

AUTHORITY : Chief Engineer,Gosikhurd Project Water Resources Deptt. Nagpur

FUND HEAD : State (V.I.D.C. Nagpur)

MAJOR HEAD : 4701-Major & medium Irrigation Projects

MINOR HEAD : Tedhva Shivani Lift Irrigation Scheme

SERVICE HEAD : II Main Canal & Branches,L earth work, E-Falls, G-Bridges,F-RHT Works.

DEPARTMENTAL HEAD : R.B.C. & L.B.C. Tedhva Shioni L.I.S.

Estimate is framed in the office of EXECUTIVE ENGINEER Medium Project Division, Gondia for probable expenditure that will be incurred in Construction of Earth Work & Structures of Tedhva Shivani Lift Irrigation Scheme

Eastimated Cost Rs 170984100/-

Administratively Approved vide No……………………………Dated………………………………

Technically Sanctioned vide No 65/ CE/GPWRD/Tech(1)/2010 Dated 30/12/2010

Estimate prepared by Shri

D.B. Rahangdale Sectional Engineer

and checked by Shri V.V.Nikam A.E.II

GENERAL DESCRIPTION

Saperately attached

Sub Divisional Engineer Executive Engineer Minor Irrigation SubDivision Medium Project Division Gondia Gondia

2

TEDHWA SEONI LIFT IRRIGATION

Estimate of R.B.C. & L.B.C. Earth Work ,Lining & Structures of Tedhva Seoni Lift Irrigation Scheme

TOTAL ABSTRACT

Sr No Item Total Amount 1 2 3

1 Cost of Earthwork, Lining & Structures of

R.B.C. 151940800

2 Cost of Earthwork, Lining & Structures of

L.B.C. 19043300

Grand Total Rs. 170984100

Say Rs 170984100 Prepared By

Sd/- D.B.Rahangdale (Sec.Engg.) Sd/- Sd/- Sub Divisional Engineer Executive Engineer Minor Irrigation SubDivision Medium Project Division Gondia Gondia Cheked By Sd/-

Sd/- Superintending Engineer D.Y.Agade Gosikhurd Lift Irrigation Circle (Sec.Engg.) Ambadi (Bhandara)

3


ABSTRACT

Sr No Particulars Cost of R.B.C. Cost of

L.B.C. Total Cost

1 Earth Work 109369701 9493627 118863328

2 LINING 30135446 5120116 35255562

3 Structures 6591580 3696938 10288518

Total 146096727 18310681 164407408

4 Contingency& W/C/Esta. 5844073 732619 6576692

Grand Total 151940800 19043300 170984100

Say Rs 170984100 D.B.Rahangdale (Sec.Engg.) Sub Divisional Engineer Executive Engineer Minor Irrigation SubDivision Medium Project Division Gondia Gondia

4


Estimate of R.B.C. Earth Work ,Lining & Structures of Tedhva Seoni Lift Irrigation Scheme

ABSTRACT

Sr No Item Total Amount

1 2 3

1 R.B.C. Earth Work 113744489

2 C.C. LINING 31340900

3 Structures

a) Falls Reach-I & Reach - II(4 Nos.) 2196400

b) V.R.B. Reach-I (5 Nos.) 3200700

c) V.R.B. Reach-II (2 Nos.) 1458300

Total Cost Rs. 151940789

Say Rs 151940800

D.B.Rahangdale (Sec.Engg.) Sub Divisional Engineer Executive Engineer Minor Irrigation SubDivision Medium Project Division Gondia Gondia

5

ESTIMATE FOR EARTH WORK OF R.B.C. OF TEDHVA SHIVNI LIFT IRRIGATION SCHEME

Tah:-Gondia Distt:-Gondia

ABSTRACT EARTH WORK

QTY PARTICULARS RATE UNIT AMOUNT

229200 ITEM NO 1 :-Labour for removing av growth of grass. Bushes and weeds etc complete.

1.15 sqm 263580

25500 ITEM NO 2 :-Labour for removing thick and tall of grass. Bushes and weeds etc complete.

2.85 sqm 72675

ITEM NO 3:-Excavation in soft soil, silt,soft murrum / lime shadu (exceeding)1.5m. Width/ including dressing the sides disposing,stacking the materials as directed with all lead & lifts.

24475 a) For Utilisation 32.85 cum 804004

28740 b) For Disposing 59.60 cum 1712904

ITEM NO 4 :-Excavation in hard murrum / kankar / pebbles including boulders of size less than 0.1m3 including disposing & stacking as directed with all lead & lifts etc. complete.


ITEM NO 5:- Excavation for canal in soft rock exceeding width 1.5m. Including removal of excavated material,disposal &stacking dressing as directed with all leads &lifts.

cum


6

ITEM NO.6:- Excavation for canal in hard rock exceeding width 1.5m. Including removal of excavated materials disposing,stacking and dressing as directed with all leads &liftsetc. Complete.

cum


ITEM NO.7:-Construction of embankment with selected materials directly from available excavated materials including conveying the materials up to lead of 15m.,laying in layers levelling and dressing including watering and consolidation etc.complete

(a) Siol zone cum 0

a) Discharge > 1.00 Cumeces cum 0

1907.35 A) Utilisation with in same chain 95.65 cum 182438

93.33 B) Utilisation with 30 m Extra Lead 102.60 cum 9576

10.26 C) Utilisation with 60 m Extra Lead 107.35 cum 1101

0 D) Utilisation with 90 m Extra Lead 111.90 cum 0

0 E) Utilisation with 120 m Extra Lead 116.90 cum 0

0 F) Utilisation with 150 m Extra Lead 121.50 cum 0

5672.36 G) Utilisation with 1.00 Kms.Extra Lead 131.90 cum 748184

7

b) Discharge < 1.00 Cumeces


50.21 B) Utilisation with 30 m Extra Lead 113.25 cum 5686

85.5 C) Utilisation with 60 m Extra Lead 118.70 cum 10149





(b) Casing zone

a) Discharge > 1.00 Cumeces


0 B) Utilisation with 30 m Extra Lead 104.40 cum 0

0 C) Utilisation with 60 m Extra Lead 109.10 cum 0




8


b) Discharge < 1.00 Cumeces

5841 A) Utilisation with in same chain 107.25 cum 626447






1630 G) Utilisation with 1.00 Kms.Extra Lead

148.95 cum 242789

ITEM NO.8:-Construction of embankment in Soil zone with selected materials from borrow area including trasportation,laying in layers levelling and dressing including watering and consolidation etc complete


0 A) Material can be available with 5 Kms Extra Lead 193.95 cum 0

204426 B) Material can be available with 10 Kms Extra Lead 252.65 cum 51648229

b) Discharge < 1.00 Cumeces cum 0


9

0 B) Material can be available with 10 Kms Extra Lead 285.75 cum 0

ITEM NO.9:-Construction of embankment in Casing zone with selected materials from borrow area including trasportation,laying in layers levelling and dressing including watering and consolidation etc complete





ITEM NO.10:-Construction of layer with Selected murrum.below lining with selected materials from borrow area including trasportation,laying in layers levelling and dressing including watering and consolidation etc complete

39860 a) Discharge > 1.00 Cumeces 204.85 cum 8165321

9450 b) Discharge < 1.00 Cumeces 230.80 cum 2181060

10

36

ITEM NO 11:-Providing and fixing 1/2 Kms stone of approved Quality(quarry drood)of 900mm x150 mm. x 150mm. Size fixed in cement concrete 1:4:8 including excavation of pit,dressing of stone,painting etc complete,with all leads &lifts.

694.70 25009

174

ITEM NO 12:-Providing and fixing Boundry stone of approved Quality(quarry drood)of 900mm x150 mm. x 150mm. Size fixed in cement concrete 1:4:8 including excavation of pit,dressing of stone,painting etc complete,with all leads &lifts.

361.60 No 62918

Total Rs Rs 109369701

3% Contigency Rs 3281091

1% wct Rs 1093697

Total Rs Rs 113744489

D.B.Rahangdale SEC. Engineer Sub Divisional Engineer Executive Engineer Minor Irrigation Subdivision Medium Project Division Gondia Gondia

sd/-

Superintending Engineer G.L.I.Circle, Ambadi (Bhandara)

11

ESTIMATE FOR EARTH WORK OF L.B.C. OF TEDHVA SHIVNI LIFT IRRIGATION

SCHEME Tah:-Gondia Distt:-Gondia

ABSTRACT EARTH WORK


42120 ITEM NO 1 :-Labour for removing av growth of grass. Bushes and weeds etc complete.

1.15 sqm 48438

4680 ITEM NO 2 :-Labour for removing thick and tall of grass. Bushes and weeds etc complete.

2.85 sqm 13338




ITEM NO 4 :-Excavation in hard murrum / kankar / pebbles including boulders of size less than 0.1m3 including disposing & stacking as directed with all lead & lifts etc. complete.


ITEM NO.7:-Construction of embankment with selected materials directly from available excavated materials including conveying the materials up to lead of 15m.,laying in layers levelling and dressing including watering and consolidation etc.complete

(a) Soil zone cum 0 a) Discharge > 1.00 Cumeces cum 0

1045 A) Utilisation with in same chain 95.65 cum 99954

12




76 E) Utilisation with 120 m Extra Lead

116.90 cum 8884


ITEM NO.8:-Construction of embankment in Soil zone with selected materials from borrow area including trasportation,laying in layers levelling and dressing including watering and consolidation etc complete



ITEM NO.9:-Construction of embankment in Casing zone with selected materials from borrow area including trasportation,laying in layers levelling and dressing including watering and consolidation etc complete





13

ITEM NO.10:-Construction of layer with Selected murrum.below lining with selected materials from borrow area including trasportation,laying in layers levelling and dressing including watering and consolidation etc complete

9215.04 a) Discharge > 1.00 Cumeces 204.85 cum 1887701

8

ITEM NO 11:-Providing and fixing 1/2 Kms stone of approved Quality(quarry drood)of 900mm x150 mm. x 150mm. Size fixed in cement concrete 1:4:8 including excavation of pit,dressing of stone,painting etc complete,with all leads &lifts.

694.70 5558

32

ITEM NO 12:-Providing and fixing Boundry stone of approved Quality(quarry drood)of 900mm x150 mm. x 150mm. Size fixed in cement concrete 1:4:8 including excavation of pit,dressing of stone,painting etc complete,with all leads &lifts.

361.60 No 11571

Total Rs Rs 9493627 3% Contigency Rs 284809 1% wct Rs 94936 Total Rs Rs 9873372

D.B.Rahangdale SEC. Engineer Sub Divisional Engineer Executive Engineer Minor Irrigation Subdivision Medium Project Division Gondia Gondia

14

CONSTRUCTION OF R.B.C. $ L.B.C. OF TEDHVA SHIVANI L.I.S.

LEAD STATEMENT(I.D.C.S.R. 09-10)

Sr No Material Source

Lead in

kms Remarks

1 Embankment material ( Soil )

Local Tanks at Village Nilaj,Bagholi (Tola),Bajartola,, Shivani, Makadi

5

Embankment material ( Soil )

Local Tanks at Village Dangurli, Makadi, Raipur, Pandharabodi (2 Tanks ), Chargaon ( 2 Tanks ) , Dasgaon, Birasitola, Navegaon, Ambhora & other small tanksNilaj,Bagholi (Tola),Bajartola,, Shivani, Makadi

10

2 Water local Nallas 2 (earth work) initial lead 1

3 Metal ( C.C. & Filter ) Panchgaon 200

4 Metal ( Road Work) Raipur 15

5 Rubble Raipur 15

6 Casing/Murum Local 5

7 Sand Wainanga River 8

8 Cement Gondia 22

9 Steel Gondia

22

15

CERTIFICATE

1) Certified that sufficient quantity and good quality of material is available at above mention quarry.

2) Certified that leads for the above mentioned materials are verified by me.

3) Certified that no other qyarry is available at shorter distance than above mentioned quarry

D.B.Rahangdale Sub Divisional Engineer Executive Engineer

SEC. Engineer Minor Irrigation Sub

Division Medium Project Division Gondia Gondia

Countersigned Approved Superintending Engineer Chief Engineer GLI. Circle, Ambadi (Bhandara) Gosikhurd Project, W.R.D. Nagpur

16

ESTIMATE FOR EARTH WORK OF R.B.C. OF TEDHAVA SHIVANI L.I.S.

LEAD STATEMENT(I.D.C.S.R. 09-10)

Sr No Material Source

Lead in km

Rate Remarks

1


Local Tanks at Village Nilaj,Bagholi (Tola),Bajartola,, Shivani, Makadi

5 66.07


Local Tanks at Village Dangurli, Makadi, Raipur, Pandharabodi (2 Tanks ), Chargaon ( 2 Tanks ) , Dasgaon, Birasitola, Navogaon, Ambhora & other small tanksNilaj,Bagholi (Tola),Bajartola,, Shivani, Makadi

10 119.42

2 Water local Nallas 2 17.16 0.83

(earth work) Initial lead 1 -11.66 unskilled

5.50

3 Water local Nallas 2 17.16 skilled

4 Metal Panchgaon 200 1159.54

5 Rubble Raipur 15 190.76 6 Casing/Murum Local 5 66.07

7 Sand Wainanga River 8 98.04

8 Cement Gondia 22 4.31

9 Steel Gondia 22 164.93

CERTIFICATE

1)Certified that sufficient quantity and good quality of material is available at above mention quarry.

2)Certified that leads for the above mentioned materials are verified by me.

3) It is certify that no other qyarry is available at shorter distance than above mentioned quarry

D.B.Rahangdale Sub Divisional Engineer Executive Engineer SEC. Engineer Minor Irrigation Subdivision Medium Project Division

Gondia Gondia

17

ESTIMATE FOR EARTH WORK OF R.B.C.& L.B.C.OF TEDHAVA SHIVANI L.I.S.

RATE ANALYSIS (CSR. I.D. 09-10) ITEM NO 1 :-Labour for removing av growth of grass. Bushes and weeds etc complete.

Basic Rate -ID CSR 09-10)-----Item no 27/) p no 34 1.05 /sqm

Add 10 % for SAP 0.11 /sqm

Say Rs. 1.15

/sqm Rs

1.16 /sqm

ITEM NO 2 :-Labour for removing thick and tall of grass. Bushes and weeds etc complete.

Basic Rate -ID CSR 09-10-----Item no 26/) p no 33 Rs 2.60/ sqm

Add 10 % for SAP 0.26/sqm

Say Rs. 2.85

/sqm Rs 2.86 /sqm


a) Qty Proposed for Direct Utilisation ( Canal Cutting )

Basic Rate ID CSR 09-10 ------Item no 1/B p no 8 Rs 23.90 CUM

Add 25 % for Width Less Than 1.50 m. Rs 5.98 CUM

. Total Rs 29.88 CUM

Add 10 % for SAP Rs 2.99 CUM

Total Rs 32.86 CUM

Say Rs 32.85 CUM

b) Qty Proposed for Disposing with 1/2 Kms Lead( Strriping )

Basic Rate ID CSR 09-10 ------Item no 1/B p no 8 Rs 23.90 CUM

Add Extra lead chargse 1/2 Kms Rs 30.28 CUM

. Total Rs 54.18 CUM

18


Total Rs 59.60 CUM

Say Rs 59.60 CUM ITEM NO 4 :-Excavation in hard murrum / kankar / pebbles including boulders of size less than 0.1m3 including disposing & stacking as directed with all lead & lifts etc. complete.


Basic Rate ID CSR 09-10------Item no 2/B p no 8 Rs 32.75 CUM

Add 25 % for Width Less Than 1.50 m. Rs 8.19 CUM . TOTAL 40.94 CUM Add 10 % for SAP 4.09 CUM Rs 45.03 CUM Say Rs 45.05 CUM ITEM NO 5:- Excavation for canal in soft rock exceeding width 1.5m. Including removal of excavated material,disposal &stacking dressing as directed with all leads &lifts.


Basic Rate ID CSR 09-10------Item no 3/B p no8 85.10 CUM

Add 25 % for Width Less Than 1.50 m. 21.28 CUM

. TOTAL 106.38 CUM

Add 10 % for SAP 10.64 CUM

Rs 117.01 CUM

Say Rs 117.00 CUM ITEM NO.6:- Excavation for canal in hard rock exceeding width 1.5m. Including removal of excavated materials disposing,stacking and dressing as directed with all leads &liftsetc. Complete.

b) Qty Proposed for Disposing with 1/2 Kms Lead

Basic Rate ID CSR 09-10------Item no 3/B p no8 195.60 CUM

Add 25 % for Width Less Than 1.50 m. 48.75 CUM

Add Extra lead chargse 1/2 Kms 30.28 CUM

. TOTAL 244.35 CUM

19

Add 10 % for SAP 24.44 CUM

Rs 268.79 CUM

Say Rs 268.80 CUM ITEM NO.7:-Construction of embankment selected materials directly from available excavated materials including conveying the materials up to lead of 15m.,laying in layers levelling and dressing including watering and consolidation etc complete

( a ) SOIL ZONE a) For Discharge > 1.00 Cumeces A) WITH IN SAME CHAIN

Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM

Add extra lead for Water 150 Litre @ 5.50

/1000 Litre 0.83 CUM Total Rs 58.03 CUM

Add 10 % for SAP Excluding Royalty (58.03 - 35.34 ). Rs 2.27 CUM

Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM Total Rs 95.64 CUM Say Rs. 95.65 CUM B) WITH EXTRA LEAD 30 M.

Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM Add Extra Lead of 30 m. Rs 6.35



Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM

Add 10 % for SAP Excluding Royalty Rs 2.90 CUM

Total Rs 102.62 CUM Say Rs. 102.60 CUM

C) WITH EXTRA LEAD 60 M. Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM

Add Extra Lead of 60 m. Rs 10.65


/1000 Litre 0.83 CUM

Total Rs 68.68 CUM


20


Total Rs 107.35 CUM

Say Rs. 107.35 CUM D) WITH EXTRA LEAD 90 M.







Total Rs 111.92 CUM Say Rs. 111.90 CUM E) WITH EXTRA LEAD 120 M.







Total Rs 116.92 CUM Say Rs. 116.90 CUM F) WITH EXTRA LEAD 150 M.





Total Rs 81.53 CUM




21

G) WITH EXTRA LEAD 2.00 Kms. Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM

Extra lead of 1.00 Kms. For Utilisation from diposited spoil bank Rs 32.97 CUM

As per Statement Attached 2.00 Kms.





( On Rs.(91.00-35.34) = Rs.55.66 Total Rs 131.90 CUM Say Rs. 131.90 CUM

b) For Discharge < 1.00 Cumeces A) WITH IN SAME CHAIN



/1000 Litre 0.83 CUM Total Rs 58.03 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 8.70 CUM Total 66.73 CUM



Total Rs 105.21 CUM Say Rs. 105.20 CUM B) WITH 30 M EXTRA LEAD

Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM Add Extra Lead of 30 m. Rs 6.35 CUM


/1000 Litre Rs 0.83 CUM Total Rs 64.38 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 9.66 CUM Total Rs 74.04 CUM



Total Rs 113.25 CUM Say Rs. 113.25 CUM C) WITH 60 M EXTRA LEAD


22

Add Extra Lead of 60 m. Rs 10.65 CUM





Total Rs 118.68 CUM Say Rs. 118.70 CUM D) WITH 90 M EXTRA LEAD






Total Rs 123.93 CUM Say Rs. 123.95 CUM E) WITH 120M EXTRA LEAD






Total Rs 129.69 CUM Say Rs. 129.70 CUM F) WITH 150 M EXTRA LEAD



/1000 Litre Rs 0.83 CUM

23

Total Rs 81.53 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 12.23 CUM Total Rs 93.76 CUM



Total Rs 134.94 CUM Say Rs. 134.95 CUM G) WITH EXTRA LEAD 1.00 Kms.


Extra lead of 2.00 Kms. For Utilisation from diposited spoil bank Rs 32.97 CUM As per Statement Attached 1.00 Kms.


/1000 Litre 0.83 CUM Total Rs 91.00 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 13.65 Total 104.65



( On Rs.(104.65-35.34) = Rs.69.31 Total Rs 146.92 CUM Rs.6.93/cum Say Rs. 146.90 CUM

( a ) CASING ZONE

a) For Discharge > 1.00 Cumeces A) WITH IN SAME CHAIN






Total Rs 97.40 CUM Say Rs. 97.40 CUM B) WITH EXTRA LEAD 30 M.





24


Total Rs 104.38 CUM Say Rs. 104.40 CUM C) WITH EXTRA LEAD 60 M.






Total Rs 109.11 CUM Say Rs. 109.10 CUM D) WITH EXTRA LEAD 90 M.






Total Rs 113.68 CUM Say Rs. 113.70 CUM E) WITH EXTRA LEAD 120 M.






Total Rs 118.68 CUM Say Rs. 118.70 CUM F) WITH EXTRA LEAD 150 M.




25

Total Rs 83.13 CUM Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM


Total Rs 123.25 CUM Say Rs. 123.25 CUM G) WITH EXTRA LEAD 1.00 Kms.

Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM Extra lead of 1.00 Kms. For Utilisation from diposited spoil bank Rs 32.97 CUM As per Statement Attached 1.00 Kms.






b) For Discharge < 1.00 Cumeces A) WITH IN SAME CHAIN



/1000 Litre 0.83 CUM Total Rs 59.63 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 8.94 CUM Total 68.57 CUM



Total Rs 107.23 CUM Say Rs. 107.25 CUM B) WITH 30 M EXTRA LEAD

Basic Rate ID CSR 09-10------Item no 2 p no 30 Rs 58.80 CUM Add Extra Lead of 30 m. Rs 6.35 CUM





Total Rs 115.27 CUM

26

Say Rs. 115.25 CUM C) WITH 60 M EXTRA LEAD






Total Rs 120.71 CUM Say Rs. 120.70 CUM D) WITH 90 M EXTRA LEAD






Total Rs 125.95 CUM Say Rs. 125.95 CUM E) WITH 120M EXTRA LEAD






Total Rs 131.72 CUM Say Rs. 131.70 CUM F) WITH 150 M EXTRA LEAD


27





Total Rs 136.96 CUM

Say Rs. 136.95 CUM G) WITH EXTRA LEAD 1.00 Kms.

Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM Extra lead of 2.00 Kms. For Utilisation from diposited spoil bank Rs 32.97 CUM

As per Statement Attached 1.00 Kms.


/1000 Litre 0.83 CUM Total Rs 92.60 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 13.89 Total 106.49



( On Rs.(106.49-35.34) = Rs.71.15 Total Rs 148.94 CUM Say Rs. 148.95 CUM ITEM NO.8:-Construction of embankment with selected materials from borrow area including trasportation,laying in layers levelling and dressing including watering and consolidation etc complete.(utilization statement attachted)

A) For Discharge > 1.00 Cumeces

a) For soil material can be made available within Extra lead of 5 Kms.

Basic Rate ID CSR 09-10------Item no 5 / p no 30 Rs. 80.50 CUM Add extra lead of FROM LEAD STATEMENT 5.00 KM Rs. 66.07 CUM

Add extra lead for water 150lit/m3 - Rs. 0.83 CUM Total Rs. 147.40 CUM Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs. 35.34 CUM Add 10 % for SAP Rs 11.20 CUM Total Rs 193.94 CUM Say Rs 193.95 CUM

b) For soil material have to be made available with Extra lead of 10 Kms.

Basic Rate ID CSR 09-10------Item no 5 / p no 30 Rs. 80.50 CUM

Add extra lead of FROM LEAD STATEMENT 10.00 Kms Rs. 119.42 CUM

Add extra lead for water 150lit/m3 - Rs. 0.83 CUM

28

Total Rs. 200.75 CUM Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs. 35.34 CUM

Add 10 % for SAP Rs 16.54 CUM Total Rs 252.63 CUM Say Rs 252.65 CUM

B) For Discharge < 1.00 Cumeces

a) For Hearting material can be made available within Extra lead of 5 Kms.


Add extra lead of FROM LEAD STATEMENT 5.00 KM Rs. 66.07 CUM


Total Rs. 147.40 CUM

Add 15 % for Q- Less Than 1.00 Cumeces Rs 22.11 CUM

Total 169.51

Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs. 35.34 CUM


Total Rs 218.27 CUM

Say Rs 218.25 CUM

b) For soil material have to be made available with Extra lead of 10 Kms.


Add extra lead of FROM LEAD STATEMENT 10.00 Kms Rs. 119.42 CUM



Add 15 % for Q- Less Than 1.00 Cumeces Rs 30.11 CUM

Total 230.86



Total Rs 285.75 CUM

Say Rs 285.75 CUM

29

ITEM NO.9:-Construction of embankment for Selected Murum. zone with selected materials from borrow area including trasportation,laying in layers levelling and dressing including watering and consolidation etc complete.(utilization statement attachted)

a) For Discharge > 1.00 Cumeces Basic Rate ID CSR 09-10------Item no 6 / p no 30 Rs 90.40 CUM


Add extra lead for water 150lit/m3 - Rs. 0.83 CUM Total Rs. 157.30 CUM

Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs. 35.34 CUM Add 10 % for SAP Rs 12.19 CUM

Total Rs 204.83 CUM

Say Rs 204.85 CUM

b) For Discharge < 1.00 Cumeces

Basic Rate ID CSR 09-10------Item no 6 / p no 30 Rs 90.40 CUM




Add 15 % for Q- Less Than 1.00 Cumeces Rs 23.59 CUM Total 180.89



Total Rs 230.78 CUM Say Rs 230.80 CUM Item no 10:-- Providing and Constructing Embankment with Selected Murum below lining including laying in layers, watering and compaction etc. complete.with all lead lift.

A) Discharge > 1.00 Cumeces

Basic Rate -ID CSR 09-10-----Item no O/ 6 p no 30 90.40 cum Add extra lead for

5 km cum @

murum 1.00 cum @ 66.07 cum 66.07 cum

water 150 lit 0.83 cum

Total 157.30 cum Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs. 35.34 cum

Add 10 % for SAP Excluding Royalty 12.19

( On Rs.(157.30-35.34) = Rs.121.96 Total 204.83 cum

30

Say Rs 204.85 cum A) Discharge < 1.00 Cumeces

Basic Rate -ID CSR 09-10-----Item no O/ 6 p no 30 90.40 cum Add extra lead for cum @

murum 1.00 cum @ 66.07 cum 66.07 cum

water 150 lit 0.83 cum Total 157.30 cum Add 15 % for Q- Less Than 1.00 Cumeces 23.59

Total 180.89

Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs. 35.34 cum

Add 10 % for SAP Excluding Royalty 14.55

Total 230.78 cum

Say Rs 230.80 cum ITEM NO11:-Providing and fixing 1/2 Km.stone of approved quality of village road bridge standered and shape (quarry dressed) of size900 x 150 x 150mm fixed in the standered size block of cement concrete 1:4:8 including excavation of pit,dressing of stone etc.,

Basic Rate -ID CSR 09-10/ Item no 30 p no 34 Rs 554.75 no

Add lead charges of stone from Gondia 0.9x0.23x0.10 =0.0207 cum x2400 Kg/ Cum=49.68 Kg. Say 0.05 MT @ 164.93 /MT Rs 8.20 no

lead charges for materials (1:4:8/ 0.065m3) Rs

Metal 0.06 cum @ 1159.

54 cum Rs 69.57 no

Sand 0.03 bags @ 98.04 cum Rs 2.94 no

Cement 0.22 lit @ 4.31

cum Rs 0.95 no

water 65 17.16

/1000 lit Rs 1.12 no

Rs 637.53 no

TOTAL Rs 637.53 no

Add 10 % for SAP 0.09

cum x 35.34 = 3.18 Rs 63.43 no

Add Diffrance of Royalty Charges 0.09 Cum @ 35.34 / cum 3.18

TOTAL Rs 704.14 no

Deduct diff in cost of cement (241.00- 198.00 )/ Bag 0.22 Bag @ Rs 43.00 /Bag Rs (-) 9.46

TOTAL 694.68

31

Say Rs 694.70 no ITEM NO12:-Providing and fixing Boundry stone of approved Quality(quarry drood)of 900mm x150 mm. x 150mm. Size fixed in cement concrete 1:4:8 including excavation of pit,dressing of stone,painting etc complete,with all leads &lifts.

Basic Rate -ID CSR 09-10-----Item no36/p p no35 Rs 219.9 / No

Add lead charges of stone 0.0203 190.76 Rs 3.87 / No

Add lead charges for R.C.C. material

Metal 0.092 cum @ 1159.54 cum Rs 106.68 / No

Sand 0.046 bags @ 98.04 cum Rs 4.51 / No

Cement 0.344 lit @ 4.31 cum Rs 1.48 / No

water 100 17.16 /1000 lit Rs 1.72 / No

Total Rs 338.16 / No

Add 10 % for SAP 338.16-4.88=333.28 Rs 33.33 / No

Add Royalty 0.138 cum x 35.34 =4.88 / No 4.88 / No

Total Rs 376.37 / No

Deduct diff in cost of cement (241.00- 198.00 )/ Bag 0.22 Bag @ Rs 43.00 /Bag Rs (-) -14.79

Total 361.58 / No

Say 361.60 / No

K. P. Chetule Sub Divisional Engineer Executive Engineer SEC. Engineer Minor Irrigation Subdivision Medium Project Division

Gondia Gondia

Superintending Engineer GLI Circle, Ambadi (Bhandara)

32

TEDHVA SHIVNI LIFT IRRIGATION SCHEME

NAME OF WORK---CONSTRUCTION OF C.C. LINING FOR RIGHT BANK CANAL

A B S T R A C T

Quantity Item of work Rate Per Amount

60780.37

ITEM NO 1 : -- Trimming of canal to Inner side and bed by mechanical paver of required thickness including dressing uneven surface,levelling,watering and compaction and providing hard compact surface for linning etc. complete.

1.50 Sqm 91171

45369.44

ITEM NO 2 : -- Providing and Laying c.c. 1:3:6 (M - 10) with 40 MSA, 100 mm X 150 mm porous rails on canal slope and bed including fixing precast blocks in level and gradient curing jointing etc. complete.

94.90

Rmt 4305560

10442.09

ITEM NO 3 : -- Providing and constructing L Drain in canal bed including excavation, refilling filter materials i.e. sand,gravel of 5mm to 20 mm, metal 20 mm to 40 mm in layers as per detailed drawing and specifications including all leads and lifts. etc. complete.

307.50 Rmt 3210942

ITEM NO 4 : -- Providing and Laying lining 75 mm thick in C.C. of grade M - 15 (20 MSA) for canal bed and slopes and curing compound @ 0.25 lItre per sqm )) with compacting concrete with plate vibrator, finishing the surface, curing with contractors own materials as per technical standard specifications etc. complete.

65569.60 A) 75 MM THICK LINING FOR 300.10 Sqm 19677437

33

SIDE SLOPES

7814.00 b) 75 MM THICK LINING FOR CANAL BED 278.90 Sqm 2179325

8493.00

ITEM NO 5 : -- Providing and Fixing 100mm Dia.and 300mm length Porous Plugs insitu concrete cylender ( C.C.1:4 ) with under drainage arrange beiow lining ( porous plugs ) including Excavation, laying the filter material in layers, with contractors own materials as per technical standerd specifications etc. complete.

54.85 No 465841

447.00

ITEM NO 6 : -- Providing and filling bitumenous pad in construction joints / contraction joints in c.c. lining of 15 mm thick including cleaning, finishing the surface to match the lining face etc. complete.

663.00 Sqm 296361

Total Amount Rs 30135446

Add 3 % Contingencies Rs 904064

Add 1 % W/C Establishment Rs 301354

Rs 31340864

Say Rs 31340900

K. P. Chetule Sub Divisional Engineer Executive Engineer (Sec.Engg.) Minor Irrigation SubDivision Medium Project Division

Gondia Gondia

34

CONSTRUCTION OF C.C. LINING FOR L.B.C. A B S T R A C T

Quantity Item of work Rate Per Amount

14984.11


1.50 Sqm 22476

8981.88

ITEM NO 2 : -- Providing and Laying c.c. 1:3:6 (M - 10) with 40 MSA, 100 mm X 150 mm porous rails on canal slope and bed including fixing precast blocks in level and gradient curing jointing etc. complete.

94.90

Rmt 852380

2044.72

ITEM NO 3 : -- Providing and constructing L Drain in canal bed including excavation, refilling filter materials i.e. sand,gravel of 5mm to 20 mm, metal 20 mm to 40 mm in layers as per detailed drawing and specifications including all leads and lifts. etc. complete.

307.50 Rmt 628751

ITEM NO 4 : -- Providing and Laying lining 75 mm thick in C.C. of grade M - 15 (20 MSA) for canal bed and slopes and curing compound @ 0.25 lItre per sqm )) with compacting concrete with plate vibrator, finishing the surface, curing with contractors own materials as per technical standard specifications etc. complete.

10105.66 A) 75 MM THICK LINING FOR SIDE SLOPES 300.10 Sqm 3032710

1560.00 b) 75 MM THICK LINING FOR CANAL BED 278.90 Sqm 435084

1563

ITEM NO 5 : -- Providing and Fixing 100mm Dia.and 300mm length Porous Plugs insitu concrete cylender ( C.C.1:4 ) with under drainage arrange beiow lining ( porous plugs ) including Excavation, laying the filter material in layers, with contractors own materials as per technical standerd specifications etc. complete.

54.85 No 85731

35

95.00


663.00 Sqm 62985

Total Amount Rs 5120116

Add 3 % Contingencies Rs 153603

Add 1 % W/C Establishment Rs 51201

Rs 5324920

Say Rs 5325000

K. P. Chetule Sub Divisional Engineer Executive Engineer (Sec.Engg.) Minor Irrigation SubDivision Medium Project Division

Gondia Gondia

36

Construction of C.C. Lining for R.B.C. & L.B.C.of Tedwa Shivani L.I.S.

R A T E A N A L Y S I S I. D. C.S.R. 2010-11


Basic Rate vide Item No 10 Page No 31 Rs 1.50 Sqm ITEM NO 2 : -- Providing and Laying c.c. 1:3:6 (M - 10) with 40 MSA, 100 mm X 150 mm porous rails on canal slope and bed including fixing precast blocks in level and gradient curing jointing etc. complete.

Basic Rate vide Item No 21 Page No 33 Rs 71.20 / m

Add for Lead charges

A ) Quantity for 1.00 Rmt Rail

Material required for rail

a) Metal ( 0.015 X 1159.54 ) = 17.39 m3 Rs 17.39

b) sand ( 0.0038 X 98.04 ) = 0.37 m3 Rs 0.37

c ) Water ( 0.015 X 1000 ) = 15 Lit 17.16 /1000lit Rs 0.26

e) Cement ( 0.09 X 4.31 ) = 0.38 bags 4.31 ./ bag Rs 0.38

18.40 18.40 89.60 ./Rmt Add Royalty 0.0188 Cum @ 35.34 / Cum 0.66 Diff in issue rate of cement -3.87 241 198 0.09 3.87 total = 86.39

Add 10 % SAP ( 86.39 - 1.32) =

86.39 8.50 total = 94.89 /m Say Rs 94.90 /m

37

ITEM NO 3 : -- Providing and constructing L Drain in canal bed including excavation, refilling filter materials i.e. sand,gravel of 5mm to 20 mm, metal 20 mm to 40 mm in layers as perdetailed drawing including all leads and lifts. etc. complete.

0.80

0.60

0.40

A - 1 0.15 A - 1 = 20mm to 40 mm metal A - 2 0.15

A - 3 0.15 Sand A - 2 = 5mm to 20 mm metal 0.25 Sand A - 3 = Sand

0.30

0.35

A - 1 =

(0.25 + 0.40) X 0.15 . = 0.049 0.049

2

A - 2 =

(0.30 + 0.60) X 0.30 . = 0.135

( - ) A - 1 0.086

2

A - 3 =

(0.35 + 0.80) X 0.45 . = 0.259 ( - ) A - 2 0.124

2 0.259 / Rmt

A) Excavation in Hard Murrum

(0.35 + 0.80) X 0.45 . = 0.259 Say 0.259 m3./ Rmt

2

Basic Rate vide Item No 2 Page No 32.75 Rs 8.52 / Rmt

38

8

B) Sand 0.124 m3

Basic Rate vide Item No 22 Page No 33 Rs 371.15 / cum 371.15

./m3 Rs 46.02

Add Lead charges0.124 x 98.04 98.04 ./m3 Rs 12.16

58.18 58.18 / Rmt

C) Metal

5 mm to 20 mm P.NO 47 0.086 m3

Supply 10 mm Rs 364.15

20 mm Rs 330.00

694.15

Av. Rate Rs 347.08 29.85

Add Lead charges 1159.54 ./m3 Rs 99.72

Add Labour Charges

Item No 23

Page No 43 36.15

./m3 Rs 3.11

132.68 132.68 / Rmt

C) Metal

20 mm to 40 mm 0.049 m3

Supply 20 mm Rs 330.00 40 mm Rs 250.35 580.35

Av. Rate Rs 290.18 14.22

Add Lead charges 1159.54 ./m3 Rs 56.82

Add Labour Charges

Item No 23

Page No 43 36.15

./m3 Rs 1.77

72.81 72.81 / Rmt 272.19 / Rmt Add Royalty( 8.97

39

0.124+0.086+0.049) =0.259 @34.65 /cum

281.16 Add 10 % SAP 26.32 307.47 Say Rs 307.50 ./Rmt ITEM NO 4 : -- Providing and Laying 75 mm thick C.C.. lining in C.C.. of grade M - 15 (20 MSA) for canal bed and slopes (using air entrains at 250 ml / bag) with compacting concrete with plate vibrator, finishing the surface, curing with contractors own materials as per technical standerd specifications etc. complete.

A) 75 MM THICK LINING C.C. M- 15 FOR SIDE SLOPES

Basic rate vide item No.17 Page 32 For

C.C. M-10

166.8/sqm

Add Diff. in Consumption of Cement for Grade M-10 & M-15

M-10 - 4.40 Bag/

Cum & M-15 - 5.64 Bag / Cum

Diff in Cost of Cement Bags - 0.093 Bag / Cum x 0.075 Cum = 0.093 /Sqm. @ Rs. 241.00 Per Bag

22.41./sqm

Add for Curing COMPOUND

1Litre Agent Covers

4 Sqm area

1/4 x Rs. 55.00 /

Litre As per MWSIP

Estimate 13.75/Sqm

Add Lead Charges

Qty/cum Qty/sqm Rate

Metal 10 mm 0.30 0.022 1159.

5 25.51

./sqm

Metal 20 mm 0.60 0.045 1159.

5 52.18

./sqm Sand 0.45 0.034 98.04 3.33 ./sqm Cement 5.64 0.423 4.31 1.82 ./sqm

Royalty of materials

0.101 35.34 3.57 ./sqm

Water 1000 0.075 17.16 1.29 ./sqm Total 290.66 ./sqm

Deduct diff rate

cement 0.423 43.00 -18.19

40

Add 10 % SAP excluding Royalty ( 290.66- 2*3.573.57 ) = RS. 28.35 28.35 ./sqm

300.82./sqm

Say 300.10./sqm

B) 75 MM THICK LINING IN C.C. M-15 FOR CANAL BED

Basic rate vide item

No.17 Page 32

160.65

./sqm

Add Diff. in Cost of Cement for Grade M-10 & M-15

M-10 - 4.60 Bag/ Cum &

M-15 - 5.64 Bag / Cum

Diff in Cosumption of Cement Bags - 0.093 Bag / Cum x 0.075 Cum = 0.093 Bag / Sqm. @ Rs. 241.00 Per Bag

22.41

./sqm

Add Lead Charges

Qty/cum Qty/sqm Rate

Metal 10 mm 0.30 0.022 1159.

5 25.51

./sqm

Metal 20 mm 0.60 0.045 1159.5 52.18 ./sqm

Sand 0.45 0.034 98.04 3.33 ./sqm

Cement 5.64 0.423 4.31 1.82 ./sqm

Royalty of materials 0.101 35.34 3.57 ./sqm

Water 1000 0.075 17.16 1.29 ./sqm Total 270.76 ./sqm

Deduct diff rate

cement 0.423 43.00 -18.19

Add 10 % SAP excluding Royalty ( 270.76- 2*3.57) = RS. 263.20 26.32 ./sqm

278.89

./sqm

Say 278.90 ./sqm

41

ITEM NO 5 : -- Providing and Fixing 100mm Dia. Porous Plugs insitu concrete cylender ( C.C.1:4 ) with under drainage arrange beiow lining ( porous plugs ) including Excavation, laying the filter material in layers, with contractors own materials as per technical standerd specifications etc. complete.

A) Excavation in Hard Murrum

0.35 x 0.35 x 0.35 . = 0.045

Basic Rate vide Item No 2 Page No 8 32.75 Rs 1.40 / No

B* FILTER MATERIAL

SAND

A - 1 =

2 X0.075 X 0.275 X 0.35 . = 0.014

0.023

1 X 0.35 X 0.075 X

0.35 . = 0.009

Total 0.023

Basic Rate vide Item No 22 Page No 33 Rs 371.15 / cum 371.15

./m3 Rs 8.54 no

Add Lead charges 0.023x 98.04 98.04 ./m3 Rs 2.25 no

Metal

A - 2 =

0.20 X 0.275 X 0.35 . = 0.026

Less cylender plug 3.14/4 x (0.10 )2 x 0.30 0.0045

Net Qty 0.0215 m3 314.83 6.77

Metal

5 mm to 40 mm P.NO 47

Supply 10 mm Rs 364.15 20 mm Rs 330.00

42

40mm Rs 250.35

total 944.50

Av. Rate Rs 314.83

Add Lead charges 0.0215cum 1159.54 ./m3 Rs 24.93 no

Add Labour Charges

Item No 23

Page No 33 32.85

./m3 Rs

0.0215 x 32.85 0.70 no POROUS CONCRETE CYLENDER

QTY.

3.14/4 X0.1 X0.10 X 0.30

0.00235 CUM

Metal 40mm 0.45 250.35 0.26

Metal 20mm 0.33 330 0.26

Metal 10mm 0.22 364.15 0.19 cement 198.00 / bag

=0.00235*5.00 @198.00/Bag 2.32

C) Add Labour

Charges

Item No 1 Page No 19

0.00235 x 278.00 0.65

machine cost

mixture 10/7 cft capacilt

rate as per mechanical c.s.r. 115.00 x 8 hours / 20 cum per day x 0.00235 0.11

Add Royalty( 0.023 + 0.0215+0.002) =0.0465 @34.65 /cum 1.64

50.02

Add 10 % SAP Excluding Royalty 50.02 -

1.64 ) = 48.38 4.84 Total Rs. 54.86 Say Rs. 54.85 No

43


Basic Rate as per P.W.D. C.S.R. 2009-10

Item No 47 Page No 206 Rs 663.00

total = 663.00 Sqm

K.P.Chetule Sub Divisional Engineer Executive Engineer

(Sec.Engg.) Minor Irrigation SubDivision Medium Project Division Gondia Gondia


44

TEDHVASHIVNI LIFT IRRIGATION SCHEME

Name of work :- Construction of 1.25 MFallS @ R.D.630 M,4470 M,5250 M. on R.B.C.

ABSTRACT QTY PARTICULARS RATE UNIT AMOUNT

238.56

Item No. 1 :- Excavation in soft strata side slope dressing including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

107.00 Cum 25526

137.76

Item No. 2 :- Excavation in Hard Murum and Boulder including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

143.00 Cum 19700

39.60

Item No. 3 :- Excavation in soft Rock including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

258.00 Cum 10217

5.47

Item No. 4:- Providing & laying in situ C.C.1:2:4 (M15) for Leveling course including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

4230.50 Cum 23141

92.39

Item No. 5:- Providing & laying in situ C.C.1:2:4 (M15) for cast in situ side wall of fall including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

4443.30 Cum 410516

0.92

Item No.6:- Providing ,cutting,bending,hooking with galvanised iron wire, stiffeners,chairs & laying in position Mild/HYSD Steel bar as per drawing & specification.

46550.80 MT 42827

124.78 ItemNo 7:-Back filling with available material including warering, compaction etc.complete. 42.00 Cum 5241

Total 537167 3 % Contigencies 16115 1 % work charge 5372 Total 558654 Say Rs. 558700

45

Total Cost Rs 558700 X 3 Nos=1676100/- K. P. Chetule Sub Divisional Engineer Executive Engineer

(Sec.Engg.) Minor Irrigation SubDivision Medium Project Division

Gondia Gondia


Name of work :- Construction of 1.25 MFallS @ R.D.7530 on R.B.C.

ABSTRACT


661.73


107.00 Cum 70805

316.73

Item No. 2 :- Excavation in Hard Murum and Boulder including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

143.00 Cum 45292

86.16

Item No. 3 :- Excavation in soft Rock including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

258.00 Cum 22229

6.50

Item No. 4:- Providing & laying in situ C.C.1:2:4 (M15) for Leveling course including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

4230.50 Cum 27498

65.45

Item No. 5:- Providing & laying in situ C.C.1:2:4 (M15) for cast in situ side wall of fall including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

4443.30 Cum 290814

0.65

Item No.6:- Providing ,cutting,bending,hooking with galvanised iron wire, stiffeners,chairs & laying in position Mild/HYSD Steel bar as per drawing & specification.

46550.80 MT 30258

46

319.38 ItemNo 7:-Back filling with available material including warering, compaction etc.complete. 42.00 Cum 13414

Total 500311

3 % Contigencies 15009

1 % work charge 5003

Total 520323 Say Rs. 520300

K. P. Chetule

(Sec.Engg.)

Sub Divisional Engineer Executive Engineer Minor Irrigation SubDivision Medium Project Division Gondia Gondia

47

TEDHVASHIVNI LIFT IRRIGATION SCHEME Name of Work :- Construction Of FALL on R.B.C.

RATE ANALYSIS

B & C C.S.R. 10-11 ITEM

NO.1:- Excavation for FOUNDATION in soft SOIL including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

Basic rate p.no.184 Item no 1 BR 3A1 Rs 107.00 / m3 up to 1.5 m. lift

ITEM NO.2:-

Excavation for foundation. In H.M.B. murrum with side slope dressing including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

Basic rate p.no.185 Item no 1 BR 3 C Page 185 Rs 143.00 cum

ITEM NO.3:-

Excavation for foundation. In Soft Rock with side slope dressing including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

Basic rate p.no.184 Item no 1 BR 3 D Rs 258.00 / m3 up to 3.00M To 6.00m Item No.4 Providing & laying in situ M-15 ,C.C.1:2:4 (40 MSA) for levelling coursein foundation

including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster with curing etc. complete with all leads & lifts.

Basic rate p.no.188 Item no 11 BR 5F Rs 3040.00 / m3 lead charges Qty Rate/cum or bag

Metal 0.92 cum 1187.50 Rs 1092.50

Sand 0.46 cum 30.52 Rs 14.04

Cement 4.4 bag 7.99 Rs 35.15

Add Royalty 1.38 35.34 48.77 Total= 4230.46 Total= Rs 4230.46 / m3 Say Total Rs= 4230.50 / m3

48

ITEM NO

5:- Providing & laying in situ C.C.1:2:4 (M15) for cast in situ Pier,Abutment etc. including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

Basic rate p.no.299 Item no

33 BR 27b Rs 3263.00 lead charges Qty Rate/cum or bag

Metal 0.9 cum 1187.50 Rs 1068.75

Sand 0.45 cum 30.52 Rs 13.73

Cement 6.27 bag 7.99 Rs 50.10

Add Royalty 1.35 35.34 47.71

Total= 4443.29

Total= Rs 4443.29 / m3

Say Total Rs= 4443.30 / m3

ITEM No:-6 Providing ,cutting,bending,hooking with galvanised iron wire, stiffeners,chairs &

laying in position TMT Steel bar as per drawing & spesification.

Basic Rate B&c C.S.R P.No.200 Item

35. BR35 Rs 46391.00

lead charges Qty Rate/cum or bag

Steel 1 Mt 159.80 Rs 159.80 Total= 46550.80 /Mt

Total= Rs 46550.80 /Mt Say Total Rs= 46550.80 / m3

ITEM NO7:-

Back filling with available material etc.complete.

Basic Rate B&c C.S.R P.No.3 Item 7. BDA10 Rs 42.00 / CUM

K.P.Chetule Sub Divisional Engineer Executive Engineer

49

(Sec.Engg.) Minor Irrigation SubDivision Medium Project Division Gondia Gondia

TEDHVA SHIVNI LIFT IRRIGATION SCHEME RIGHT BANK CANAL

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION OF V.R.B. 1 st Reach R.D. 150M, 540M, 4080M,4740M,6135M ( TOTAL 5 VRB.)


357.00

Item No. 1 :- Excavation for V.R.B. in Soil, Silt Soft Murum including side slope dressing including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

107.00 Cum 38199

1200.00

Item No2.:-Excavation for FOUNDATION OF V.R.B. in Hard Murum and Boulder including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

143.00 Cum 171600

800.00

Item No 3.:-Excavation for FOUNDATION OF V.R.B. in Soft Rock including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

258.00 Cum 206400

351.60

Item No 4.:-Excavation for FOUNDATION OF V.R.B. in Hard Rock including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

359.00 Cum 126224

50

25.67

Item No.5:- Providing and laying in situ C.C. M-10 / 1:3:6 of trap / granite / quartzite / gneiss metal in foundation as levelling course including necessary bailing out water, including plywood/steel form work, steel centering, compaction by vibrating finishing etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

3763.45 Cum 96589

2.55

Item No. 6:-Providing and laying in situ C.C. M-20 of required grade of trap / granite / quartzite / gneiss metal for cut off and curtain walls including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (excluding cost of reinforcement) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed). M25

5433.55 Cum 13856

51

58.24

Item No. 7:-Providing and laying in situ cement concrete of M-20 grade of trap / granite / quartzite / gneiss metal for R.C.C raft and providing vertical headers including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

4905.55 Cum 285699

122.06

Item No. 8:- Providing & laying in situ C.C.1:2:4 (M15) for cast in situ Pier,Abutment etc. including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

4443.30 Cum 542349

11.25

ItemNo. 9:--Providing & laying in situ C.C.1:1.5:3 (M20) for cast in situ Pier & Abutment Cap etc. including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

4495.45 Cum 50574

37.87

Item No.10:- Providing & laying in situ C.C.M25 for cast in situ Deck Slab etc. including farm work, compaction, Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

5572.65 Cum 211029

52

3.11

Item No. 11 :- Providing and laying in situ Cement concrete of required gradem M-20 of trap / granite / quartzite / gneiss metal for RCC work of ballast walls, dirt walls, kerbs, box returns box cell etc. including scaffolding, compaction, finishing, plywood/steel formwork, steel centering. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

5657.65 Cum 17609

6.61

Item No. 12 :-Providing & laying in situ C.C.M20 for cast in situ Wearing Coat etc. including farm work, compaction, Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

4906.70 Cum 32453

53

50.00

Item No. 13 :- Providing R.C.C. parapet with M-20 Cement concrete of trap / granite / quartzite / gneiss metal with cast in situ / precast panels as per the detailed drawing height of 1.1 mt.above top of road surface, with post of 225 mm x 190 mm at 2 meter or less at equal distance suitable to span having 10 mm reinforcement of minimum 4 bars and 6 mm stirrups and R.C.C panels of approved design at clear distance of 125 mm and thickness of 150 mm with 10mm dia. 3 no.of bars reinforcement at top and bottom and 6 mm dia. 4 no.bars as vertical or horizontal rails of size 100 mm x 150 mm and with clear speacing of 240 mm including scaffolding, steel centering, plywood/steel formwork, compacting finishing, uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface and curing etc. complete. (Including cost of reinforcement & cover block.) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.

1337.25 Cum 66863

10.43

Item No. 14 :- Providing and fixing bar reinforcement including cutting,bending,hooking with galvanised iron wire, stiffeners,chairs & laying in position Mild/HYSD Steel bar as per drawing & spesification.

46550.80 Cum 485542

100.00

Item No 15.:-Providing & fixing in position AC/PVC pipe of 100 mm. Dia .of required length for weep holes as per drawing etc. complete with all leads & lifts as per standard specification.

114.45 Cum 11445

18.25

Item No 16.:-Providing and laying Tar Paper Bearing of approved quality in position of proper size as per drawing etc. complete.with all leads & lifts as per standard specification.

13.10 Cum 239

54

20.44

Item No 17.:-Providing and laying in situ 25 mm.thick Bituminious pad as per drawing etc. complete.with all leads & lifts as per standard specification.

693.00 Cum 14165

20.00

Item No 18:-Providing & laying galvonized iron 100mm.dia./UPVC (SWR) for water spoutsas per drawing etc. complete.with all leads & lifts as per standard specification.

517.05 Cum 10341

200.00

Item No 19:-Providing trap/granite/Qurtz/granite Gurd Stone/Indicator Stone/Boundry Ston of Standerd size & shape including fixing in cc block of standerd size with white washing etc complete as per drawing.

410.00 Cum 82000

37.50

Item No 20 :-Providing trap/granite/Qurtz/gnise stone appron on u/s &d/s side of structure etc complete as per drawing & specification.

545.95 Cum 20473

666.00 Item NO. 21 :-Construction of earth work for road embankment including laying in layers, watering, compaction etc.

245.25 Cum 163337

408.00

Item NO. 22 Supplying hard Murum including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)

261.90 Cum 106855

175.50

Item NO. 23 Supplying 80mm metal including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)

519.70 Cum 91207

148.50


540.70 Cum 80294

231.12 Item NO. 25 Supplying Soft Muruml including conveying and stacking etc complete with all leads

251.90 Cum 58219

55

29.70 Item NO. 26 Supplying Sand including conveying and stacking etc complete with all leads

337.45 Cum 10022

175.50 Item NO. 27 Spreading 80 mm Metal including conveying from road sise stacks and sectioning etc complete with all leads

19.00 Cum 3335


16.50 Cum 2450

668.70 Item NO. 29 Spreading Murum, Sand including conveying from road sise stacks and sectioning etc complete with all leads

11.00 Cum 7356

1080.00 Item NO. 30 Compacting 80 mm Metal by power roller including artificial watering etc.

9.50 Cum 10260


9.50 Cum 9405

990.00 Item NO. 32 Compacting Murum by power roller including artificial watering etc.

3.00 Cum 2970

10

Item No 33:-Providing and fixing Cautionary / Warning sign board having shape of an equilateral triangle of 90 / 60 cm sides made out of 16 guage (1.6 mm ) thick mild steel sheet painted with one coat of zinc chromate stoveing primer and two coats of white stove enamel paint and red border on front side and grey stove enamel on back side symbols with cutout of red retroreflective sheeting of engineering grade, including one M.S. angle post of size 65 mm x 65 mm x 6 mm, 3.85 m long duly painted with synthetic enamel paint alternate black and white bands of 25 cm of width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete.

2400.00 No 24000

56

5

Item No 34:-Providing and fixing informatory sign boards in square or rectangular shape of any size made out 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc chromate-stoveing primer and two coats green stove enamel paint on front side and grey stove enamel on back side and border / message / symbols etc. with cut out of white retroreflective sheeting of engineering grade, including M.S. angle frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size 65 mm x 65 mm x 6mm, 3.65 m long properly cross braced with angle iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black and white bands of 25 cm width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete.

4650.00 Sqm 23250

Total Rs 3077582

3 % Contigencies Rs 92327

1 % work charge Rs 30776

Total Rs 3200685

Say Rs. = 3200700

K.P.Chetule (Sec.Engg.)

Sub Divisional Engineer Executive Engineer

Minor Irrigation SubDivision Medium Project Division

Gondia Gondia

57

TEDHVA SHIVANI L.I.S. RIGHT BANK CANAL

CONSTRUCTION OF V.R.B. Reach II @ R.D.7230M, 7830M .

ABSTRACT QTY PARTICULARS RATE UNIT AMOUNT

186.12

Item No. 1 :- Excavation for V.R.B. in Soil, Silt Soft Murum including side slope dressing including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

107.00 Cum 19915

365.25

Item No2.:-Excavation for FOUNDATION OF V.R.B. in Hard Murum and Boulder including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

143.00 Cum 52231

320.00

Item No 3.:-Excavation for FOUNDATION OF V.R.B. in Soft Rock including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

258.00 Cum 82560

92.16

Item No 4.:-Excavation for FOUNDATION OF V.R.B. in Hard Rock including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

359.00 Cum 33085

18.68

Item No.5:- Providing and laying in situ C.C. M-10 / 1:3:6 of trap / granite / quartzite / gneiss metal in foundation as levelling course including necessary bailing out water, including plywood/steel form work, steel centering, compaction by vibrating finishing etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

3763.45 Cum 70301

58

1.02

Item No. 6:-Providing and laying in situ C.C. M-20 of required grade of trap / granite / quartzite / gneiss metal for cut off and curtain walls including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (excluding cost of reinforcement) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed). M25

5433.55 Cum 5542

23.30

Item No. 7:-Providing and laying in situ cement concrete of M-20 grade of trap / granite / quartzite / gneiss metal for R.C.C raft and providing vertical headers including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

4905.55 Cum 114299

77.72


4443.30 Cum 345333

6.30


4495.45 Cum 28321

59

15.15


5572.65 Cum 84426

1.25

Item No. 11 :- Providing and laying in situ Cement concrete of required gradem M-20 of trap / granite / quartzite / gneiss metal for RCC work of ballast walls, dirt walls, kerbs, box returns box cell etc. including scaffolding, compaction, finishing, plywood/steel formwork, steel centering. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

5657.65 Cum 7072

2.65


4906.70 Cum 13003

20.00

Item No. 13 :- Providing R.C.C. parapet with M-20 Cement concrete of trap / granite / quartzite / gneiss metal with cast in situ / precast panels as per the detailed drawing height of 1.1 mt.above top of road surface, with post of 225 mm x 190 mm at 2 meter or less at equal distance suitable to span having 10 mm reinforcement of minimum 4 bars and 6 mm stirrups and R.C.C panels of approved design at clear distance of 125 mm and thickness of 150 mm with 10mm dia. 3 no.of bars reinforcement at top and bottom and 6 mm dia. 4 no.bars as vertical or horizontal rails of size 100 mm x 150 mm and with clear speacing of 240 mm including scaffolding, steel centering, plywood/steel formwork, compacting finishing, uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface and curing etc. complete. (Including cost of reinforcement & cover block.) The C.M. 1:3 plaster is

1337.25 Rmt 26745

60

considered for rendering uneven and honeycombed surface. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.

4.17

Item No. 14 :- Providing and fixing bar reinforcement including cutting,bending,hooking with galvanised iron wire, stiffeners,chairs & laying in position Mild/HYSD Steel bar as per drawing & spesification.

46550.80 MT 194117

40.00


114.45 RMT 4578

7.30 Item No 16.:-Providing and laying Tar Paper Bearing of approved quality in position of proper size as per drawing etc. complete.with all leads & lifts as per standard specification.

13.10 SQM 96

7.40 Item No 17.:-Providing and laying in situ 25 mm.thick Bituminious pad as per drawing etc. complete.with all leads & lifts as per standard specification.

693.00 SQM 5128

8.00 Item No 18:-Providing & laying galvonized iron 100mm.dia./UPVC (SWR) for water spoutsas per drawing etc. complete.with all leads & lifts as per standard specification.

517.05 RMT 4136

40.00


410.00 NOS 16400

15.00 Item No 20 :-Providing trap/granite/Qurtz/gnise stone appron on u/s &d/s side of structure etc complete as per drawing & specification.

545.95 SQM 8189

61

266.40 Item NO. 21 :-Construction of earth work for road embankment including laying in layers, watering, compaction etc.

245.25 Cum 65335

163.20 Item NO. 22 Supplying hard Murum including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)

261.90 Cum 42742

70.20 Item NO. 23 Supplying 80mm metal including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)

519.70 Cum 36483

59.40 Item NO. 24 Supplying 40mm metal including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)

540.70 Cum 32118

92.45 Item NO. 25 Supplying Soft Murum including conveying and stacking etc complete with all leads

251.90 Cum 23288

11.88 Item NO. 26 Supplying Sand including conveying and stacking etc complete with all leads

337.45 Cum 4009


19.00 Cum 1334


16.50 Cum 980

62

267.53 Item NO. 29 Spreading Murum, Sand including conveying from road sise stacks and sectioning etc complete with all leads

11.00 Cum 2943


9.50 SQM 4104


9.50 SQM 3762

396.00 Item NO. 32 Compacting Murum by power roller including artificial watering etc.

3.00 SQM 1188

4

Item No 33:-Providing and fixing Cautionary / Warning sign board having shape of an equilateral triangle of 90 / 60 cm sides made out of 16 guage (1.6 mm ) thick mild steel sheet painted with one coat of zinc chromate stoveing primer and two coats of white stove enamel paint and red border on front side and grey stove enamel on back side symbols with cutout of red retroreflective sheeting of engineering grade, including one M.S. angle post of size 65 mm x 65 mm x 6 mm, 3.85 m long duly painted with synthetic enamel paint alternate black and white bands of 25 cm of width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete.

2400.00 NOS 9600

2.00

Item No 34:-Providing and fixing informatory sign boards in square or rectangular shape of any size made out 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc chromate-stoveing primer and two coats green stove enamel paint on front side and grey stove enamel on back side and border /

4650.00 NOS 9300

63

message / symbols etc. with cut out of white retroreflective sheeting of engineering grade, including M.S. angle frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size 65 mm x 65 mm x 6mm, 3.65 m long properly cross braced with angle iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black and white bands of 25 cm width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete.

37.50 Item No. 35 :-Providing and Laying 600 mm dia. R.C.C. NP-3 Pipes in proper line level and slope with all leads and lifts

1320.30 Rmt 49511

Total Rs 1402174



Total Rs 1458261

Say Rs. = 1458300 K.P.Chetule (Sec.Engg.)

Sub Divisional Engineer Executive Engineer

Minor Irrigation SubDivision Medium Project Division Gondia Gondia

64

LEAD STATEMENT TEDAWA SEONI LIFT IRRIGATION

LEAD STATEMENT FOR STRUCTURES ON R.B.C. & L.B.C. OF TEDHWA SHIVANI

L.I.S.

B. & C. C.S.R. 2010-2011

Sr. No. Material Quarry Lead Remarks

1 Cement Gondia 22

2 Sand / Gravel Wainganga River 8

3 Metal Panchgaon 200

4 Steel Gondia 22

6 Selected Murum Local 5

9 Rubble Raipur 15

B & C C.S.R. Year 2010-11 for Road

Sr. No. Material Quarry Lead Remarks 1 80 mm. Metal Raipur 15

2 40 mm. Metal Raipur 15

3 15/23 mm. Metal Raipur 15

4 Selected Murum Local 5

5 Sand Wainganga River 8

6 earth local 5

1) It is certify that sufficient Quantity of material is available at above quarry . 2)Certified that leads for the above mentioned materials are verified by me.

3)Certified that there is no other qurry is at shorter distance than specified above

K.P. Chetule Sub Divisional Engineer Executive Engineer (Sec.Engg.) Minor Irrigation SubDivision Medium Project Division

Gondia Gondia

65

LEAD STATEMENT TEDAWA SEONI LIFT IRRIGATION

LEAD STATEMENT FOR STRUCTURES ON R.B.C. & L.B.C. OF TEDHWA SHIVANI L.I.S.

B. & C. C.S.R. 2010-2011

Sr. No. Material Quarry Lead Charges Lead

Charge Free Lead

Net lead chrge Unit

Remarks

1 Cement Gondia 22 297.05 267.35 107.55 159.80 mt 7.99 /Bag

2 Sand / Gravel

Wainganga River 8 155.40 132.09 101.58 30.52 Cum

3 Metal Panchgaon 200 1307.00 1307.00 119.50 1187.50 Cum

4 Steel Gondia 22 297.05 267.35 107.55 159.80 M.To

n 15.9

8 /qtl

9 Rubble Raipur 15 231.35 254.49 131.45 123.04 Cum

B & C C.S.R. Year 2010-11 for Road

Sr. No. Material Quarry Lead Charges

Loading /

Unloading /

Stacking

Net lead chrge Unit

Remarks

1 80 mm. Metal

Raipur 15 231.35 28.00 259.35 Cum

2 40 mm. Metal

Raipur 15 231.35 28.00 259.35 Cum

3 15/23 mm. Metal

Raipur 15 254.49 28.00 282.49 Cum

4 murum local 5 119.50 7.07 126.57 Cum

5 Sand Wainganga River

8 132.09 25.00 157.09 Cum

6 earth local 5 119.50 0.00 101.58 Cum

1) It is certify that sufficient Quantity of material is available at above quarry . 2)Certified that leads for the above mentioned materials are verified by me.

66

3)Certified thattere is no other qurry is at shorter distance than specified above K.P.Chetule Sub Divisional Engineer Executive Engineer

(Sec.Engg.) Minor Irrigation SubDivision Medium Project Division

Gondia Gondia

Countersigned Superintending Engineer

GLI Circle, Ambadi (Bhandara)

67

TEDHVA SHIVNI LIFT IRRIGATION SCHEME RIGHT BANK CANAL

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION OF V.R.B. 1 st Reach R.D. 150M, 540M, 4080M,4740M,6135M ( TOTAL 5 VRB.)

RATE ANALYSIS

B& C C.S.R. 09-10

ITEM NO.1:- Excavation for FOUNDATION OF V.R.B. in soft SOIL including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

Basic rate p.no.184 Item no 1 BR 3A1 up to 1.5 m. lift Rs 107.00 / m3

Total= Rs 107.00 / m3 Say Total Rs= 107.00 / m2

ITEM NO.2:- Excavation for FOUNDATION OF V.R.B. in Hard Murum and Boulder including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

Basic rate p.no.185 Item no 5 BR 3 C up to 1.5 m. lift Rs 143.00 / m3 Total= Rs 143.00 / m3 Say Total Rs= 143.00 / m2 ITEM NO.3:- Excavation for FOUNDATION OF V.R.B. in Soft Rock including side slope dressing ,including

removing the excavated material with all leads and lifts and or spreading as directed etc complete. Basic rate p.no.185 Item no 6 BR 3 D 1.50 mto 3.00m. lift Rs 258.00 / m3 Total= Rs 258.00 / m3 Say Total Rs= 258.00 / m2

ITEM NO.4:-

Excavation for FOUNDATION OF V.R.B. in Hard Rock including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

Basic rate p.no.185 Item no 7 BR 3 E

1.50 mto3.00 m. lift Rs 359.00 / m3 Total= Rs 359.00 / m3 Say Total Rs= 359.00 / m2

Item No 5 Providing & laying in situ M-10 ,C.C.1:3:6 (40 MSA) for levelling coursein foundation including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster with curing etc. complete with all leads & lifts.

Basic rate p.no.190 Item no 14 BR 5E Rs 2573.00 / m3


Metal 0.92 cum 1187.50 Rs 1092.50

Sand 0.46 cum 30.52 Rs 14.04

Cement 4.4 bag 7.99 Rs 35.15

Add for Royalty 1.38 Cum @ 35.34/ Cum Rs 48.77

Total= 3763.5

Total= Rs 3763.46 / m3


68

Item No.6 Providing and laying in situ C.C. M-20 grade of trap / granite / quartzite / gneiss metal for cut off and curtain walls including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (excluding cost of reinforcement) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

M-20

Basic rate p.no.189 Item no 13 BR 5A Rs 4322.00

lead charges Qty Rate/cum or bag Metal 0.84 cum 1187.50 Rs 997.50 Sand 0.42 cum 30.52 Rs 12.82 Cement 7.1 bag 7.99 Rs 56.73 Add for Royalty 1.26 Cum @ 35.34/ Cum Rs 44.52

Total

= 5433.56 Total= Rs 5433.56 / m3


Item No.7:- Providing and laying M-20 concrete for Raft including centering, formwork,vibrating,curing etc. complete.

M-20 concrete Basic rate p.no.191 Item no 15 BR 5c Rs 3794.00 lead charges Qty Rate/cum or bag Metal 0.84 cum 1187.50 Rs 997.50 Sand 0.42 cum 30.52 Rs 12.82 Cement 7.1 bag 7.99 Rs 56.73 Add for Royalty 1.26 Cum @ 35.34/ Cum Rs 44.52

Total

= 4905.56 Say Total Rs= 4905.55 / m3

ITEM NO 8:- Providing & laying in situ C.C.1:2:4 (M15) for cast in situ Pier,Abutment etc. including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

Basic rate p.no.199 Item no 33 BR

27b Rs 3263.00 lead charges Qty Rate/cum or bag Metal 0.90 cum 1187.50 Rs 1068.75 Sand 0.45 cum 30.52 Rs 13.73 Cement 6.27 bag 7.99 Rs 50.10 Add for Royalty 1.35 Cum @ 35.34/ Cum Rs 47.70

Total

= 4443.28 Total= Rs 4443.28 / m3


69

ITEM NO.9:- Providing & laying in situ C.C.1:1.5:3 (M20) for cast in situ Pier & Abutment Cap etc. including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

Basic rate p.no.197 Item no30 BR 24 Rs 3409.00 lead charges Qty Rate/cum or bag Metal 0.82 cum 1187.50 Rs 973.75 Sand 0.41 cum 30.52 Rs 12.51 Cement 7.1 bag 7.99 Rs 56.73

Add for Royalty 1.23 Cum @ 35.34/ Cum 43.47

Total

= 4495.46 Total= Rs 4495.46 / m3

Say Total Rs= 4495.45 / m3 ITEM

NO.10:- Providing & laying in situ C.C.M25 for cast in situ Deck Slab etc. including farm work, compaction, Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

Basic rate p.no.203 Item no 43 BR 38A1 Rs 4483.00 lead charges Qty Rate/cum or bag Metal 0.82 cum 1187.50 Rs 973.75 Sand 0.41 cum 30.52 Rs 12.51 Cement 7.5 bag 7.99 Rs 59.92 Add for Royalty 1.23 Cum @ 35.34/ Cum 43.47

Total

= 5572.65 Total= Rs 5572.65 / m3


ITEM NO.11:-

Providing and laying in situ Cement concrete of grade M-25 of trap / granite / quartzite / gneiss metal for RCC work of ballast walls, dirt walls, kerbs, box returns box cell etc. including scaffolding, compaction, finishing, plywood/steel formwork, steel centering. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

M-25 KERBS

Basic rate p.no.208 Item no 52 BR 50A Rs 4568.00 lead charges Qty Rate/cum or bag Metal 0.82 cum 1187.50 Rs 973.75 Sand 0.41 cum 30.52 Rs 12.51 Cement 7.5 bag 7.99 Rs 59.92 Add for Royalty 1.23 Cum @ 35.34/ Cum 43.47

Total

= 5657.65 Total= Rs 5657.65 / m3


ITEM NO12:-

Providing & laying in situ C.C.M20 for cast in situ Wearing Coat 80 mm. thick etc. including farm work, compaction, Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

70

Basic rate p.no.207Item no 51 BR

47c Rs 3770.00 lead charges Qty Rate/cum or bag Metal 0.86 cum 1187.50 Rs 1021.25 Sand 0.43 cum 30.52 Rs 13.12 Cement 7.1 bag 7.99 Rs 56.73 Add for Royalty 1.29 Cum @ 35.34/ Cum 45.58

Total

= 4906.68 Total= Rs 4906.68 / m3


ITEM No.13:-

Providing R.C.C. parapet with M-20 Cement concrete of trap / granite / quartzite / gneiss metal with cast in situ / precast panels as per the detailed drawing height of 1.1 mt.above top of road surface, with post of 225 mm x 190 mm at 2 meter or less at equal distance suitable to span having 10 mm reinforcement of minimum 4 bars and 6 mm stirrups and R.C.C panels of approved design at clear distance of 125 mm and thickness of 150 mm with 10mm dia. 3 no.of bars reinforcement at top and bottom and 6 mm dia. 4 no.bars as vertical or horizontal rails of size 100 mm x 150 mm and with clear speacing of 240 mm including scaffolding, steel centering, plywood/steel formwork, compacting finishing, uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface and curing etc. complete. (Including cost of reinforcement & cover block.) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

Basic Rate B&c C.S.R P.No.209 Item 53BR 51A Rs. 1277.00 /RMT

/ METER Quantity = 0.053 m3

lead charges Qty Rate/cum or bag Metal 0.0456 cum 1187.50 Rs 54.13 /RMT Sand 0.0228 cum 30.52 Rs 0.70 /RMT Cement 0.3763 bag 7.99 Rs 3.01 /RMT


Total

= 1337.24 /RMT Total= Rs 1337.24 /RMT Say Total Rs= 1337.25 /RMT

ITEM NO14:- Providing ,cutting,bending,hooking with galvanised iron wire, stiffeners,chairs & laying in position

TMTSteel bar as per drawing & spesification. Basic Rate B&c C.S.R P.No.200 Item 35. BR35 Rs 46391.00 lead charges Qty Rate/cum or bag Steel 1 Mt 159.80 Rs 159.80 Total= 46550.80 /Mt


ITEM NO.15:-

Providing & fixing in position AC/PVC pipe of 100 mm. Dia .of required length for weep holes as per drawing etc. complete with all leads & lifts as per standard specification.

71

Basic Rate B&c C.S.R P.No.199 Item34 BR 57d Rs 109.00 /Rmt Lead Charges at 5% OF Basic Rate Rs 5.45

Total

= 114.5 Total= Rs 114.45 / m3


ITEM NO.16:-

Providing and laying Tar Paper Bearing of approved quality in position of proper size as per drawing etc. complete.with all leads & lifts as per standard specification.

Basic Rate B& C C.S.R P.No.202 Item 39 BR 39A Rs 12.60 /Sqm Lead Charges at 5% OF Basic Rate Rs 0.50 /Sqm

Total

= 13.10 /Sqm Total= Rs 13.10 / m3


ITEM NO.17 :- Providing and laying in situ 25 mm.thick Bituminious pad as per drawing etc. complete.with all leads

& lifts as per standard specification. Basic Rate B& C C.S.R P.No.206 Item47 BR 43B Rs 660.00 /Sqm Lead Charges at 5% OF Basic Rate Rs 33.00 /Sqm

Total

= 693.00 Total= Rs 693.00 / m3


ITEM NO.18 :-

Providing & laying galvonized iron 100mm.dia./UPVC (SWR) for water spoutsas per drawing etc. complete.with all leads & lifts as per standard specification.

Basic Rate B& C C.S.R P.No.205 Item46 BR 55 Rs 515.00 No Lead Charges at 12.69 Kg/Rmt OF Basic lead 159.80 Rs 2.03 No

Total

= 517.03 No Total= Rs 517.03 No

Say Total Rs= 517.05 No

ITEM NO.19 :- Providing trap/granite/Qurtz/granite Gurd Stone/Indicator Stone/Boundry Stone of Standerd size &

shape including fixing in cc block of standerd size with white washing etc complete as per drawing.

72

Basic Rate B& C C.S.R P.No.273 Item No.92 RD70 Rs 410.00 /No. /No.

Total

= 410.00 /No. Total= Rs 410.00 /No.

Say Total Rs= 410.00 /No.

ITEM NO.20 :-

Providing trap/granite/Qurtz/gnise stoe appron on u/s &d/s side of structure etc complete as per drawing & specification.

Basic Rate B& C C.S.R P.No.192 Item No.18 BR

6A Rs 348.00 /m3 Lead Charges 1.25 Cum. 123.04 Rs 153.79 /m3 44.17

Add for Royalty 1.25 Cum @ 35.34/ Cum Total

= 545.96 /m3 Total= Rs 545.96


Item NO. 21 :-

Construction of earth work for road embankment including laying in layers, watering, compaction etc.

Basic rate vide csr B &C 2009-10 Item No.RD 12 Page No.227 Rs. 73.00 Cum

Add Extra Lead Charges Rs. 101.58 Cum


Total Rs. 245.26 Cum

Say Rs. 245.25 Cum Item NO. 22 :-

Supplying hard Murum including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)




Total Rs. 261.91 Cum Say Rs. 261.9 Cum Item NO. 23 :-

Supplying 80mm metal including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)

Basic rate vide csr B &C 2009-10 Item No.RD 19 b Page No.228 Rs. 225.00 Cum



73



Supplying 40mm metal including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)





Say Rs. 540.70 Cum Item NO. 25:- Supplying Soft Murum including conveying and stacking etc complete with all leads





Say Rs. 251.90 Cum Item NO. 26 :- Supplying Sand including conveying and stacking etc complete with all leads






Spreading 80 mm Metal including conveying from road sise stacks and sectioning etc complete with all leads


Item NO. 28 :-

Spreading 40 mm Metal including conveying from road sise stacks and sectioning etc complete with all leads

Basic rate vide csr B &C 2009-10 Item No.RD 29 a Page No.229 Rs. 16.50 Cum

Item NO. 29 :-

Spreading Murum, Sand including conveying from road sise stacks and sectioning etc complete with all leads


74

Item NO. 30 :- Compacting 80 mm Metal by power roller including artificial watering etc.




Item NO. 32 :- Compacting Murum by power roller including artificial watering etc.

Basic rate vide csr B &C 2009-10 Item No.RD 40a Page No.230 Rs. 3.00 Sqm

Item No 33:-

Providing and fixing Cautionary / Warning sign board having shape of an equilateral triangle of 90 / 60 cm sides made out of 16 guage (1.6 mm ) thick mild steel sheet painted with one coat of zinc chromate stoveing primer and two coats of white stove enamel paint and red border on front side and grey stove enamel on back side symbols with cutout of red retroreflective sheeting of engineering grade, including one M.S. angle post of size 65 mm x 65 mm x 6 mm, 3.85 m long duly painted with synthetic enamel paint alternate black and white bands of 25 cm of width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete.

i. Size 90 cm Triangle Each 2400.00 ../No P NO279 It.No.103RSC-1 Item No 34:- Providing and fixing informatory sign boards in square or rectangular shape of any size

made out 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc chromate-stoveing primer and two coats green stove enamel paint on front side and grey stove enamel on back side and border / message / symbols etc. with cut out of white retroreflective sheeting of engineering grade, including M.S. angle frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size 65 mm x 65 mm x 6mm, 3.65 m long properly cross braced with angle iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black and white bands of 25 cm width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete.

108 RSC-3 Sq.m. 4650.00 Sqm

P NO280

Item No. 35 Providing and laying R.C.C. Pipes of following Diameters including laying in proper line , level and slopeI

NP-2 PIPES 600MM Dia

Basic rate vide CSR B &C 2009-10 Item No. Page No. RS. 1250.00 Rmt

Add Lead charges Sand 0.059 30.52 RS. 1.80 Rmt

75

Cement 0.042 7.99 RS. 0.34 Rmt

Pipe 0.20 322.8 RS. 64.56 Rmt


Total RS. 1320.30 Rmt

Say RS. 1320.30 Rmt

Prepared By.

K.P.Chetule Sub Divisional Engineer Executive Engineer Sect. Engr. Minor Irrigation SubDivision Medium Project Division Gondia Gondia


76


NAME OF WORK :- CONSTRUCTION OF S.W.F. AT R.D.---30m.---ON L.B.CANAL

ABSTRACT

QTY PARTICULARS RATE UNIT AMOUN

T


170.48 lead up to 1.5 m. 107.00 m3 18241

170.48 lead up to1.5 m to 3.0 m. 143.00 m3 24379

34.10

Item No. 2:- Providing & laying in situ C.C.1:4:8 (40 MSA) for levelling coursein foundation including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster with curing etc. complete with all leads & lifts. 4230.50 m3 144260

20.00

Item No. 3:-Providing and laying in situ C.C. M-20 of required grade of trap / granite / quartzite / gneiss metal for cut off and curtain walls including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 etc. 5433.55 m3 108671

55.23 Item No. 4:-Providing and laying M-20 concrete for Raft 4905.55 m3 270934

66.00

Item No. 5:- Providing & laying in situ C.C.1:2:4 (M15) for cast in situ side wall etc. including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

4443.30 m3 293258

4.20

Item No:-6 Providing & laying in situ C.C.1:1.5:3 (M20) for cast in situ Pier & Abutment Cap etc. including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

4495.45 m3 18881

4.90

Item No. 7 Providing ,cutting,bending,hooking with galvanised iron wire, stiffeners,chairs & laying in position Mild/HYSD Steel bar as per drawing & spesification.

46550.80 m3 228099

40.00

Item No. 8 Providing Filling Foundation with Approved Quality Excavated Material including dressing,watering,ramming etc. complete. 42.00 m3 1680

Total 1108402

3 % Contigencies 33252

Total 1141654

1 % work charge 11417 Total 1153071

Say Rs. 1152750

D.B.Rahangdale (Sec.Engg.) Sub Divisional Engineer Executive Engineer Minor Irrigation SubDivision Medium Project Division Gondia Gondia

77

TEDHVASHIVNI LIFT IRRIGATION SCHEME NAME OF WORK :- CONSTRUCTION OF S.W.F. AT R.D.---30m.---ON L.B.CANAL

RATE ANALYSIS

B & C C.S.R. 09-10 ITEM NO.1:- Excavation for FOUNDATION OF V.R.B. in soft SOIL including side slope dressing ,including

removing the excavated material with all leads and lifts and or spreading as directed etc complete.

Basic rate p.no.184 Item no 1 BR 3A1

SOFT STRATRA

up to 1.5 m. lift Rs 107.00 / m3 Total= Rs 107.00 / m3 Say Total Rs= 107.00 / m2

HARD MURRUM

Basic rate p.no.185 Item no 4 BR 3B

up to 1.5 m. To 3 m. lift Rs 144.00 / m3 Total= Rs 144.00 / m3 Say Total Rs= 144.00 / m3

Item No.2 Providing & laying in situ M-10 ,C.C.1:2:4 (40 MSA) for levelling coursein foundation including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster with curing etc. complete with all leads & lifts.

Basic rate p.no.188 Item no 11 BR 5f Rs 3040.00 / m3

lead charges Qty Rate/cum or bag Metal 0.92 cum 1187.50 Rs 1092.5 Sand 0.46 cum 30.52 Rs 14.0 Cement 4.4 bag 7.99 Rs 35.2 Add Royalty 1.38 35.34 48.77 Total= 4230.46 / m3 Total= Rs 4230.46 / m3 Say Total Rs= 4230.50 / m3

Item No.3 Providing and laying in situ C.C. of required grade of trap / granite / quartzite / gneiss metal for cut off and curtain walls including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:

M-20


lead charges Qty Rate/cum or bag Metal 0.84 cum 1187.50 Rs 997.5 Sand 0.42 cum 30.52 Rs 12.8

78

Cement 7.1 bag 7.99 Rs 56.73 Add Royalty 1.26 35.34 44.53 Total= Rs 5433.57 / m3 Say Total Rs= 5433.55 / m3

Item No.4:- Providing and laying M-20 concrete for Raft M-20 concrete


5c Rs 3794.00 lead charges Qty Rate/cum or bag Metal 0.84 cum 1187.50 Rs 997.5 Sand 0.42 cum 30.52 Rs 12.8 Cement 7.1 bag 7.99 Rs 56.7 Add Royalty 1.26 35.34 44.53 Total= 4905.57 Total= Rs 4905.57 / m3 Say Total Rs= 4905.55 / m3



27b Rs 3263.00 lead charges Qty Rate/cum or bag Metal 0.9 cum 1187.50 Rs 1068.75 Sand 0.45 cum 30.52 Rs 13.73 Cement 6.27 bag 7.99 Rs 50.10 Add Royalty 1.35 35.34 47.71 Total= 4433.30 Total= Rs 4433.30 / m3



Basic rate p.no.197 Item no30 BR

24 Rs 3409.00 lead charges Qty Rate/cum or bag Metal 0.82 cum 1187.50 Rs 973.8 Sand 0.41 cum 30.52 Rs 12.5 Cement 7.1 bag 7.99 Rs 56.7 Add Royalty 1.23 35.34 43.47

Total= 4495.5 Total= Rs 4495.46 / m3 Say Total Rs= 4495.45 / m3

ITEM NO7:- Providing ,cutting,bending,hooking with galvanised iron wire, stiffeners,chairs & laying in position

79

TMTSteel bar as per drawing & spesification. Basic Rate B&c C.S.R P.No.200 Item 35. BR35 Rs 46391.00 lead charges Qty Rate/cum or bag Steel 1 Mt 159.80 Rs 159.80 Total= 46550.80 /Mt


ITEM NO8 :- Providing Filling Foundation with Approved Quality Excavated Material including dressing,watering,ramming etc. complete.

Basic Rate B&c C.S.R P.No.3 Item 7. BDA10 Rs 42.00 / CUM

D.B.Rahangdale Sub Divisional Engineer Executive Engineer (Sec.Engg.) Minor Irrigation SubDivision Medium Project Division Gondia Gondia

Sd/- Superintending Engineer

Gosikhurd Lift Irrigation Circle Ambadi (Bhandara)

80

CONSTRUCTION OF V.R.B. AT R.D. 66M, 116M, 240M, 1160M, 1500M ON L.B.C. OF TEDHVA SHIVANI L.I.S.

ABSTRACT


200.00

Item No. 1 :- Excavation for V.R.B. in Soil, Silt Soft Murum including side slope dressing including removing the excavated material with all leads and lifts and or spreading as directed etc complete. 107.00 Cum 21400

240.00

Item No2.:-Excavation for FOUNDATION OF V.R.B. in Hard Murum and Boulder including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete. 143.00 Cum 34320

25.67

Item No.5:- Providing and laying in situ C.C. M-10 / 1:3:6 of trap / granite / quartzite / gneiss metal in foundation as levelling course including necessary bailing out water, including plywood/steel form work, steel centering, compaction by vibrating finishing etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed). 3763.45 Cum 96608

2.55

Item No. 6:-Providing and laying in situ C.C. M-20 of required grade of trap / granite / quartzite / gneiss metal for cut off and curtain walls including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (excluding cost of reinforcement) Newly laid concrete shall be covered by gunny bag, 5433.55 Cum 13856

81

plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed). M25

58.24

Item No. 7:-Providing and laying in situ cement concrete of M-20 grade of trap / granite / quartzite / gneiss metal for R.C.C raft and providing vertical headers including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed). 4905.55 Cum 285699

122.06


4443.30 Cum 542349

82

11.25


4495.45 Cum 50574

37.87


5572.65 Cum 211036

3.11

Item No. 11 :- Providing and laying in situ Cement concrete of required gradem M-20 of trap / granite / quartzite / gneiss metal for RCC work of ballast walls, dirt walls, kerbs, box returns box cell etc. including scaffolding, compaction, finishing, plywood/steel formwork, steel centering. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed). 5657.65 Cum 17595

83

6.61


4906.70 Cum 32433

50.00

Item No. 13 :- Providing R.C.C. parapet with M-20 Cement concrete of trap / granite / quartzite / gneiss metal with cast in situ / precast panels as per the detailed drawing height of 1.1 mt.above top of road surface, with post of 225 mm x 190 mm at 2 meter or less at equal distance suitable to span having 10 mm reinforcement of minimum 4 bars and 6 mm stirrups and R.C.C panels of approved design at clear distance of 125 mm and thickness of 150 mm with 10mm dia. 3 no.of bars reinforcement at top and bottom and 6 mm dia. 4 no.bars as vertical or horizontal rails of size 100 mm x 150 mm and with clear speacing of 240 mm including scaffolding, steel centering, plywood/steel formwork, compacting finishing, uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface and curing etc. complete. (Including cost of reinforcement & cover block.) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. 1337.25 Cum 66863

84

10.43

Item No. 14 :- Providing and fixing bar reinforcement including cutting,bending,hooking with galvanised iron wire, stiffeners,chairs & laying in position T.M.T. Steel bar as per drawing & spesification.

46550.80 Cum 485525

100.00


114.45 Cum 11445

18.25

Item No 16.:-Providing and laying Tar Paper Bearing of approved quality in position of proper size as per drawing etc. complete.with all leads & lifts as per standard specification.

13.10 Cum 239

85

18.50

Item No 17.:-Providing and laying in situ 25 mm.thick Bituminious pad as per drawing etc. complete.with all leads & lifts as per standard specification.

693.00 Cum 12821

20.00

Item No 18:-Providing & laying galvonized iron 100mm.dia./UPVC (SWR) for water spoutsas per drawing etc. complete.with all leads & lifts as per standard specification.

517.05 Cum 10341

200.00


410.00 Cum 82000

86

37.50

Item No 20 :-Providing trap/granite/Qurtz/gnise stone appron on u/s &d/s side of structure etc complete as per drawing & specification.

545.95 Cum 20473

666.00

Item NO. 21 :-Construction of earth work for road embankment including laying in layers, watering, compaction etc.

245.25 Cum 163337

408.00

Item NO. 22 Supplying hard Murum including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)

261.90 Cum 106855

87

175.50


519.70 Cum 91207

148.50


540.70 Cum 80294

231.12

Item NO. 25 Supplying Soft Muruml including conveying and stacking etc complete with all leads

251.90 Cum 58219

88

29.70

Item NO. 26 Supplying Sand including conveying and stacking etc complete with all leads

337.45 Cum 10022

175.50

Item NO. 27 Spreading 80 mm Metal including conveying from road sise stacks and sectioning etc complete with all leads

19.00 Cum 3335

148.50

Item NO. 28 Spreading 40 mm Metal including conveying from road sise stacks and sectioning etc complete with all leads

16.50 Cum 2450

89

668.70

Item NO. 29 Spreading Murum, Sand including conveying from road sise stacks and sectioning etc complete with all leads

11.00 Cum 7356

1080.00

Item NO. 30 Compacting 80 mm Metal by power roller including artificial watering etc.

9.50 Cum 10260

990.00

Item NO. 31 Compacting 40 mm Metal by power roller including artificial watering etc.

9.50 Cum 9405

90

990.00

Item NO. 32 Compacting Murum by power roller including artificial watering etc.

3.00 Cum 2970

10

Item No 33:-Providing and fixing Cautionary / Warning sign board having shape of an equilateral triangle of 90 / 60 cm sides made out of 16 guage (1.6 mm ) thick mild steel sheet painted with one coat of zinc chromate stoveing primer and two coats of white stove enamel paint and red border on front side and grey stove enamel on back side symbols with cutout of red retroreflective sheeting of engineering grade, including one M.S. angle post of size 65 mm x 65 mm x 6 mm, 3.85 m long duly painted with synthetic enamel paint alternate black and white bands of 25 cm of width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete. 2400.00 No 24000

5.00

Item No 34:-Providing and fixing informatory sign boards in square or rectangular shape of any size made out 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc chromate-stoveing primer and two coats green stove enamel paint on front side and grey stove enamel on back side and border / message / symbols etc. with cut out of white retroreflective sheeting of engineering grade, including M.S. angle frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size 65 mm x 65 mm x 6mm, 3.65 m long properly cross braced with angle iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black and white bands of 25 4650.00 Sqm 23250

91

cm width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete.

5.00

Item No 34:-Providing and fixing informatory sign boards in square or rectangular shape of any size made out 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc chromate-stoveing primer and two coats green stove enamel paint on front side and grey stove enamel on back side and border / message / symbols etc. with cut out of white retroreflective sheeting of engineering grade, including M.S. angle frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size 65 mm x 65 mm x 6mm, 3.65 m long properly cross braced with angle iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black and white bands of 25 cm width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete. 4650.00 Sqm 23250

Total Rs 2588536



92

Total Rs 2692078

Say Rs. = 2692100

K.P.Chetule

(Sec.Engg.) Sub Divisional Engineer Executive Engineer

Minor Irrigation SubDivision Medium Project Division Gondia Gondia

93

TEDHVA SHIVNI LIFT IRRIGATION SCHEME LEFT BANK CANAL

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION OF V.R.B. R.D. 66M, 116M, 240M,1160M,1500M

RATE ANALYSIS

B& C C.S.R. 09-10 ITEM NO.1:- Excavation for FOUNDATION OF V.R.B. in soft SOIL including side slope dressing ,including

removing the excavated material with all leads and lifts and or spreading as directed etc complete.

Basic rate p.no.184 Item no 1 BR 3A1


ITEM NO.2:- Excavation for FOUNDATION OF V.R.B. in Hard Murum and Boulder including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

Basic rate p.no.185 Item no 5 BR 3 C


ITEM NO.3:- Excavation for FOUNDATION OF V.R.B. in Soft Rock including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

Basic rate p.no.185 Item no 6 BR 3 D

1.50 mto 3.00m. lift Rs 258.00 / m3


ITEM NO.4:-

Excavation for FOUNDATION OF V.R.B. in Hard Rock including side slope dressing ,including removing the excavated material with all leads and lifts and or spreading as directed etc complete.

Basic rate p.no.185 Item no 7 BR 3 E

1.50 mto3.00 m. lift Rs 359.00 / m3


Item No 5 Providing & laying in situ M-10 ,C.C.1:3:6 (40 MSA) for levelling coursein foundation including farm work,compaction,Finishing uneven hony comb surface by morter with CM 1:3 plaster with curing etc. complete with all leads & lifts.

Basic rate p.no.190 Item no 14 BR 5E Rs 2573.00 / m3


Metal 0.92 cum 1187.50 Rs 1092.50

Sand 0.46 cum 30.52 Rs 14.04

94

Cement 4.4 bag 7.99 Rs 35.15

Add for Royalty 1.38 Cum @ 35.34/ Cum Rs 48.77

Total= 3763.5

Total= Rs 3763.46

/ m3

Say Total Rs= 3763.45 / m3 Item No.6

Providing and laying in situ C.C. M-20 grade of trap / granite / quartzite / gneiss metal for cut off and curtain walls including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (excluding cost of reinforcement) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

M-20


lead charges Qty Rate/cum or bag Metal 0.84 cum 1187.50 Rs 997.50 Sand 0.42 cum 30.52 Rs 12.82 Cement 7.1 bag 7.99 Rs 56.73

Add for Royalty 1.26 Cum @ 35.34/ Cum Rs 44.52 Total= 5433.56


Item No.7:- Providing and laying M-20 concrete for Raft including centering, formwork,vibrating,curing etc. complete.

M-20 concrete

Basic rate p.no.191 Item no 15 BR 5c Rs 3794.00

lead charges Qty Rate/cum or bag Metal 0.84 cum 1187.50 Rs 997.50 Sand 0.42 cum 30.52 Rs 12.82 Cement 7.1 bag 7.99 Rs 56.73

Add for Royalty 1.26 Cum @ 35.34/ Cum Rs 44.52 Total= 4905.56 Say Total Rs= 4905.55 / m3



27b Rs 3263.00 lead charges Qty Rate/cum or bag Metal 0.90 cum 1187.50 Rs 1068.75 Sand 0.45 cum 30.52 Rs 13.73

95

Cement 6.27 bag 7.99 Rs 50.10 Add for Royalty 1.35 Cum @ 35.34/ Cum Rs 47.70 Total= 4443.28

Total= Rs 4443.28 / m3



Basic rate p.no.197 Item no30 BR

24 Rs 3409.00 lead charges Qty Rate/cum or bag Metal 0.82 cum 1187.50 Rs 973.75 Sand 0.41 cum 30.52 Rs 12.51 Cement 7.1 bag 7.99 Rs 56.73

Add for Royalty 1.23 Cum @ 35.34/ Cum 43.47 Total= 4495.46


ITEM NO.10:- Providing & laying in situ C.C.M25 for cast in situ Deck Slab etc. including farm work, compaction, Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

Basic rate p.no.203 Item no 43 BR 38A1 Rs 4483.00 lead charges Qty Rate/cum or bag Metal 0.82 cum 1187.50 Rs 973.75 Sand 0.41 cum 30.52 Rs 12.51 Cement 7.5 bag 7.99 Rs 59.92



ITEM NO.11:- Providing and laying in situ Cement concrete of grade M-25 of trap / granite / quartzite / gneiss metal for RCC work of ballast walls, dirt walls, kerbs, box returns box cell etc. including scaffolding, compaction, finishing, plywood/steel formwork, steel centering. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

M-25 KERBS Basic rate p.no.208 Item no 52 BR 50A Rs 4568.00 lead charges Qty Rate/cum or bag Metal 0.82 cum 1187.50 Rs 973.75 Sand 0.41 cum 30.52 Rs 12.51 Cement 7.5 bag 7.99 Rs 59.92



96

ITEM NO12:- Providing & laying in situ C.C.M20 for cast in situ Wearing Coat 80 mm. thick etc. including farm work, compaction, Finishing uneven hony comb surface by morter with CM 1:3 plaster, with curing etc. complete with all leads & lifts.

Basic rate p.no.207Item no 51 BR

47c Rs 3770.00 lead charges Qty Rate/cum or bag Metal 0.86 cum 1187.50 Rs 1021.25 Sand 0.43 cum 30.52 Rs 13.12 Cement 7.1 bag 7.99 Rs 56.73

Add for Royalty 1.29 Cum @ 35.34/ Cum 45.58 Total= 4906.68 Total= Rs 4906.68 / m3


ITEM No.13:- Providing R.C.C. parapet with M-20 Cement concrete of trap / granite / quartzite / gneiss metal with cast in situ / precast panels as per the detailed drawing height of 1.1 mt.above top of road surface, with post of 225 mm x 190 mm at 2 meter or less at equal distance suitable to span having 10 mm reinforcement of minimum 4 bars and 6 mm stirrups and R.C.C panels of approved design at clear distance of 125 mm and thickness of 150 mm with 10mm dia. 3 no.of bars reinforcement at top and bottom and 6 mm dia. 4 no.bars as vertical or horizontal rails of size 100 mm x 150 mm and with clear speacing of 240 mm including scaffolding, steel centering, plywood/steel formwork, compacting finishing, uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface and curing etc. complete. (Including cost of reinforcement & cover block.) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

Basic Rate B&c C.S.R P.No.209 Item 53BR 51A Rs. 1277.00 /RMT / METER Quantity = 0.053 m3

lead charges Qty Rate/cum or bag Metal 0.0456 cum 1187.50 Rs 54.13 /RMT Sand 0.0228 cum 30.52 Rs 0.70 /RMT Cement 0.3763 bag 7.99 Rs 3.01 /RMT

Add for Royalty 0.0684 Cum @ 35.34/ Cum 2.41 Total= 1337.24 /RMT Total= Rs 1337.24 /RMT Say Total Rs= 1337.25 /RMT

ITEM NO14:- Providing ,cutting,bending,hooking with galvanised iron wire, stiffeners,chairs & laying in position TMTSteel bar as per drawing & spesification.

Basic Rate B&c C.S.R P.No.200 Item 35. BR35 Rs 46391.00 lead charges Qty Rate/cum or bag Steel 1 Mt 159.80 Rs 159.80 Total= 46550.80 /Mt


ITEM NO.15:- Providing & fixing in position AC/PVC pipe of 100 mm. Dia .of required length for weep holes as per drawing etc. complete with all leads & lifts as per standard specification.

Basic Rate B&c C.S.R P.No.199 Item34 BR 57d Rs 109.00 /Rmt

97

Lead Charges at 5% OF Basic Rate Rs 5.45 Total= 114.5


ITEM NO.16:- Providing and laying Tar Paper Bearing of approved quality in position of proper size as per drawing etc. complete.with all leads & lifts as per standard specification.

Basic Rate B& C C.S.R P.No.202 Item 39 BR 39A Rs 12.60 /Sqm Lead Charges at 5% OF Basic Rate Rs 0.50 /Sqm Total= 13.10 /Sqm


ITEM NO.17 :- Providing and laying in situ 25 mm.thick Bituminious pad as per drawing etc. complete.with all leads & lifts as per standard specification.

Basic Rate B& C C.S.R P.No.206 Item47 BR 43B Rs 660.00 /Sqm Lead Charges at 5% OF Basic Rate Rs 33.00 /Sqm Total= 693.00


ITEM NO.18 :- Providing & laying galvonized iron 100mm.dia./UPVC (SWR) for water spoutsas per drawing etc. complete.with all leads & lifts as per standard specification.

Basic Rate B& C C.S.R P.No.205 Item46 BR 55 Rs 515.00 No Lead Charges at 12.69 Kg/Rmt OF Basic lead 159.80 Rs 2.03 No Total= 517.03 No

Total= Rs 517.03 No

Say Total Rs= 517.05 No

ITEM NO.19 :- Providing trap/granite/Qurtz/granite Gurd Stone/Indicator Stone/Boundry Stone of Standerd size & shape including fixing in cc block of standerd size with white washing etc complete as per drawing.

Basic Rate B& C C.S.R P.No.273 Item No.92 RD70 Rs 410.00 /No. /No.

Total= 410.00 /No. Total= Rs 410.00 /No.

Say Total Rs= 410.00 /No.

ITEM NO.20 :- Providing trap/granite/Qurtz/gnise stoe appron on u/s &d/s side of structure etc complete as per drawing & specification.

Basic Rate B& C C.S.R P.No.192 Item No.18 BR

6A Rs 348.00 /m3

98

Lead Charges 1.25 Cum. 123.04 Rs 153.79 /m3 44.17

Add for Royalty 1.25 Cum @ 35.34/ Cum Total= 545.96 /m3 Total= Rs 545.96

Say Total Rs= 545.95 / m3 Providing and constructing Approch road

Item NO. 21 :- Construction of earth work for road embankment including laying in layers, watering, compaction etc.





Say Rs. 245.25 Cum

Item NO. 22 :- Supplying hard Murum including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)




Total Rs. 261.91 Cum Say Rs. 261.9 Cum

Item NO. 23 :- Supplying 80mm metal including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)

Basic rate vide csr B &C 2009-10 Item No.RD 19 b Page No.228 Rs. 225.00 Cum




Say Rs. 519.70 Cum

Item NO. 24 :- Supplying 40mm metal including conveying and stacking etc complete with all leads and liftshard murrum for blanketing ( 15 cm. Thick)





Say Rs. 540.70 Cum

Item NO. 25:- Supplying Soft Murum including conveying and stacking etc complete with all leads

99





Say Rs. 251.90 Cum

Item NO. 26 :- Supplying Sand including conveying and stacking etc complete with all leads





Say Rs. 337.45 Cum

Item NO. 27 :- Spreading 80 mm Metal including conveying from road sise stacks and sectioning etc complete with all leads


Item NO. 28 :- Spreading 40 mm Metal including conveying from road sise stacks and sectioning etc complete with all leads

Basic rate vide csr B &C 2009-10 Item No.RD 29 a Page No.229 Rs. 16.50 Cum

Item NO. 29 :- Spreading Murum, Sand including conveying from road sise stacks and sectioning etc complete with all leads






Item NO. 32 :- Compacting Murum by power roller including artificial watering etc.

Basic rate vide csr B &C 2009-10 Item No.RD 40a Page No.230 Rs. 3.00 Sqm

Item No 33:- Providing and fixing Cautionary / Warning sign board having shape of an equilateral

triangle of 90 / 60 cm sides made out of 16 guage (1.6 mm ) thick mild steel sheet painted with one coat of zinc chromate stoveing primer and two coats of white stove enamel paint and red border on front side and grey stove enamel on back side symbols with cutout of red retroreflective sheeting of engineering grade, including one M.S. angle post of size 65

100

mm x 65 mm x 6 mm, 3.85 m long duly painted with synthetic enamel paint alternate black and white bands of 25 cm of width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete.

i. Size 90 cm Triangle Each 2400.00 ../No

P NO280

Item No 34:- Providing and fixing informatory sign boards in square or rectangular shape of any size made out 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc chromate-stoveing primer and two coats green stove enamel paint on front side and grey stove enamel on back side and border / message / symbols etc. with cut out of white retroreflective sheeting of engineering grade, including M.S. angle frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size 65 mm x 65 mm x 6mm, 3.65 m long properly cross braced with angle iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black and white bands of 25 cm width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete.

108 RSC-3 Sq.m. 4650.00 Sqm

P NO280

Item No. 35 Providing and laying R.C.C. Pipes of following Diameters including laying in proper line , level and slopeI

NP-2 PIPES 600MM Dia

Basic rate vide CSR B &C 2009-10 Item No. Page No. RS. 1250.00 Rmt

Add Lead charges Sand 0.059 30.52 RS. 1.80 Rmt

Cement 0.042 7.99 RS. 0.34 Rmt

Pipe 0.20 322.8 RS. 64.56 Rmt


Total RS. 1320.30 Rmt

Say RS. 1320.30 Rmt

Prepared By.

K.P.Chetule Sub Divisional Engineer Executive Engineer Sect. Engr. Minor Irrigation SubDivision Medium Project Division

Gondia Gondia

Documents

ESTIMATE - e Tendersvidc.maharashtra.etenders.in/tnduploads/vidc/tndheader/... · 2011-03-22 · 3 TEDHWA SEONI LIFT IRRIGATION ABSTRACT Sr No Particulars Cost of R.B.C. Cost of L.B.C