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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
TEDHWA SEONI LIFT IRRIGATION
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
TEDHWA SEONI LIFT IRRIGATION
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.
14751 a) For Utilisation 45.05 cum 664533
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
4429 a) For Utilisation 117.00 cum 518193
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
1898 b) For Disposing 268.80 cum 510182
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
467.42 A) Utilisation with in same chain 105.20 cum 49173
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
0 D) Utilisation with 90 m Extra Lead 123.95 cum 0
0 E) Utilisation with 120 m Extra Lead 129.70 cum 0
0 F) Utilisation with 150 m Extra Lead 134.95 cum 0
2581.37 G) Utilisation with 1.00 Kms.Extra Lead 146.90 cum 379203
(b) Casing zone
a) Discharge > 1.00 Cumeces
9122.35 A) Utilisation with in same chain 97.40 cum 888517
0 B) Utilisation with 30 m Extra Lead 104.40 cum 0
0 C) Utilisation with 60 m Extra Lead 109.10 cum 0
0 D) Utilisation with 90 m Extra Lead 113.70 cum 0
0 E) Utilisation with 120 m Extra Lead 118.70 cum 0
0 F) Utilisation with 150 m Extra Lead 123.25 cum 0
8
667.94 G) Utilisation with 1.00 Kms.Extra Lead 133.65 cum 89270
b) Discharge < 1.00 Cumeces
5841 A) Utilisation with in same chain 107.25 cum 626447
0 B) Utilisation with 30 m Extra Lead 115.25 cum 0
0 C) Utilisation with 60 m Extra Lead 120.70 cum 0
0 D) Utilisation with 90 m Extra Lead 125.95 cum 0
0 E) Utilisation with 120 m Extra Lead 131.70 cum 0
0 F) Utilisation with 150 m Extra Lead 136.95 cum 0
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
a) Discharge > 1.00 Cumeces cum 0
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
61345 A) Material can be available with 5 Kms Extra Lead 218.25 cum 13388546
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
a) Discharge > 1.00 Cumeces cum 0
127508 A) Material can be available with 5 Kms Extra Lead 204.85 cum 26120014
b) Discharge < 1.00 Cumeces cum 0
0 A) Material can be available with 5 Kms Extra Lead 230.80 cum 0
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
QTY PARTICULARS RATE UNIT AMOUNT
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 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.
3412 a) For Utilisation 32.85 cum 112084
5034 b) For Disposing 59.60 cum 300026
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.
421 a) For Utilisation 42.05 cum 17703
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
203 B) Utilisation with 30 m Extra Lead 102.60 cum 20828
93 C) Utilisation with 60 m Extra Lead 107.35 cum 9984
10 D) Utilisation with 90 m Extra Lead 111.90 cum 1119
76 E) Utilisation with 120 m Extra Lead
116.90 cum 8884
0 F) Utilisation with 150 m Extra Lead 121.50 cum 0
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
a) Discharge > 1.00 Cumeces cum 0
30207 A) Material can be available with 5 Kms Extra Lead 193.95 cum 5858648
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
a) Discharge > 1.00 Cumeces cum 0
5359 A) Material can be available with 5 Kms Extra Lead 204.85 cum 1097791
b) Discharge < 1.00 Cumeces cum 0
0 A) Material can be available with 5 Kms Extra Lead 230.80 cum 0
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
Embankment material ( Soil )
Local Tanks at Village Nilaj,Bagholi (Tola),Bajartola,, Shivani, Makadi
5 66.07
Embankment material ( Soil )
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
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.
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
Add 10 % for SAP Rs 5.42 CUM
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.
a) Qty Proposed for Direct Utilisation ( Canal Cutting )
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.
a) Qty Proposed for Direct Utilisation ( Canal Cutting )
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 extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM Total Rs 64.38 CUM
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
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM
Total Rs 68.68 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
20
Add 10 % for SAP Excluding Royalty Rs 3.33 CUM
Total Rs 107.35 CUM
Say Rs. 107.35 CUM D) WITH EXTRA LEAD 90 M.
Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM
Add Extra Lead of 90 m. Rs 14.80
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM Total Rs 72.83 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 3.75 CUM
Total Rs 111.92 CUM Say Rs. 111.90 CUM E) WITH EXTRA LEAD 120 M.
Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM
Add Extra Lead of 120 m. Rs 19.35
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM Total Rs 77.38 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 4.20 CUM
Total Rs 116.92 CUM Say Rs. 116.90 CUM F) WITH EXTRA LEAD 150 M.
Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM
Add Extra Lead of 150 m. Rs 23.50
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM
Total Rs 81.53 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 4.62 CUM
Total Rs 121.49 CUM Say Rs. 121.50 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.
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM Total Rs 91.00 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 5.56 CUM
( 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
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 15 % for Q- Less Than 1.00 Cumeces Rs 8.70 CUM Total 66.73 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 3.14 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
Add extra lead for Water 150 Litre @ 5.50
/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
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 3.87 CUM
Total Rs 113.25 CUM Say Rs. 113.25 CUM C) WITH 60 M EXTRA LEAD
Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM
22
Add Extra Lead of 60 m. Rs 10.65 CUM
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre Rs 0.83 CUM Total Rs 68.68 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 10.30 CUM Total Rs 78.98 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 4.36 CUM
Total Rs 118.68 CUM Say Rs. 118.70 CUM D) WITH 90 M EXTRA LEAD
Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM Add Extra Lead of 90 m. Rs 14.80 CUM
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre Rs 0.83 CUM Total Rs 72.83 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 10.92 CUM Total Rs 83.75 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 4.84 CUM
Total Rs 123.93 CUM Say Rs. 123.95 CUM E) WITH 120M EXTRA LEAD
Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM Add Extra Lead of 120 m. Rs 19.35 CUM
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre Rs 0.83 CUM Total Rs 77.38 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 11.61 CUM Total Rs 88.99 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 5.36 CUM
Total Rs 129.69 CUM Say Rs. 129.70 CUM F) WITH 150 M EXTRA LEAD
Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM Add Extra Lead of 150 m. Rs 23.50 CUM
Add extra lead for Water 150 Litre @ 5.50
/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
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 5.84 CUM
Total Rs 134.94 CUM Say Rs. 134.95 CUM G) WITH EXTRA LEAD 1.00 Kms.
Basic Rate ID CSR 09-10------Item no 1/ p no 30 Rs 57.20 CUM
Extra lead of 2.00 Kms. For Utilisation from diposited spoil bank Rs 32.97 CUM As per Statement Attached 1.00 Kms.
Add extra lead for Water 150 Litre @ 5.50
/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
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 6.93 CUM
( 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
Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM Total Rs 59.63 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 2.43 CUM
Total Rs 97.40 CUM Say Rs. 97.40 CUM B) WITH EXTRA LEAD 30 M.
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
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM Total Rs 65.98 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
24
Add 10 % for SAP Excluding Royalty Rs 3.06 CUM
Total Rs 104.38 CUM Say Rs. 104.40 CUM C) WITH EXTRA LEAD 60 M.
Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM Add Extra Lead of 60 m. Rs 10.65
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM Total Rs 70.28 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 3.49 CUM
Total Rs 109.11 CUM Say Rs. 109.10 CUM D) WITH EXTRA LEAD 90 M.
Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM Add Extra Lead of 90 m. Rs 14.80
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM Total Rs 74.43 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 3.91 CUM
Total Rs 113.68 CUM Say Rs. 113.70 CUM E) WITH EXTRA LEAD 120 M.
Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM Add Extra Lead of 120 m. Rs 19.35
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM Total Rs 78.98 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 4.36 CUM
Total Rs 118.68 CUM Say Rs. 118.70 CUM F) WITH EXTRA LEAD 150 M.
Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM Add Extra Lead of 150 m. Rs 23.50
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM
25
Total Rs 83.13 CUM Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 4.78 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.
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre 0.83 CUM Total Rs 92.60 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 5.72 CUM
Total Rs 133.66 CUM Say Rs. 133.65 CUM
b) For Discharge < 1.00 Cumeces A) WITH IN SAME CHAIN
Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM
Add extra lead for Water 150 Litre @ 5.50
/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
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 3.32 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
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre Rs 0.83 CUM Total Rs 65.98 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 9.90 CUM Total Rs 75.88 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 4.05 CUM
Total Rs 115.27 CUM
26
Say Rs. 115.25 CUM C) WITH 60 M EXTRA LEAD
Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM Add Extra Lead of 60 m. Rs 10.65 CUM
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre Rs 0.83 CUM Total Rs 70.28 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 10.54 CUM Total Rs 80.82 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 4.55 CUM
Total Rs 120.71 CUM Say Rs. 120.70 CUM D) WITH 90 M EXTRA LEAD
Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM Add Extra Lead of 90 m. Rs 14.80 CUM
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre Rs 0.83 CUM Total Rs 74.43 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 11.16 CUM Total Rs 85.59 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 5.02 CUM
Total Rs 125.95 CUM Say Rs. 125.95 CUM E) WITH 120M EXTRA LEAD
Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM Add Extra Lead of 120 m. Rs 19.35 CUM
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre Rs 0.83 CUM Total Rs 78.98 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 11.85 CUM Total Rs 90.83 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 5.55 CUM
Total Rs 131.72 CUM Say Rs. 131.70 CUM F) WITH 150 M EXTRA LEAD
Basic Rate ID CSR 09-10------Item no 2/ p no 30 Rs 58.80 CUM Add Extra Lead of 150 m. Rs 23.50 CUM
27
Add extra lead for Water 150 Litre @ 5.50
/1000 Litre Rs 0.83 CUM Total Rs 83.13 CUM Add 15 % for Q- Less Than 1.00 Cumeces Rs 12.47 CUM Total Rs 95.60 CUM
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 6.02 CUM
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.
Add extra lead for Water 150 Litre @ 5.50
/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
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs 35.34 CUM
Add 10 % for SAP Excluding Royalty Rs 7.11 CUM
( 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.
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 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
Add 10 % for SAP Rs 13.42 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.
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
Total Rs. 200.75 CUM
Add 15 % for Q- Less Than 1.00 Cumeces Rs 30.11 CUM
Total 230.86
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs. 35.34 CUM
Add 10 % for SAP Rs 19.55 CUM
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 of FROM LEAD STATEMENT 5.00 KM Rs. 66.07 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 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. 157.30 CUM
Add 15 % for Q- Less Than 1.00 Cumeces Rs 23.59 CUM Total 180.89
Add Diffrance of Royalty Charges 1.00 Cum @ 35.34 / cum Rs. 35.34 CUM
Add 10 % for SAP Rs 14.55 CUM
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
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 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
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 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
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.
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
ITEM NO 5 : -- Providing and filling bitumenous pad in construction joints / contraction joints in c.c. lining of 25 mm thick including cleaning, finishing the surface to match the lining face etc. complete.
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
Superintending Engineer GLI Circle, Ambadi (Bhandara)
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
TEDHVASHIVNI LIFT IRRIGATION SCHEME
Name of work :- Construction of 1.25 MFallS @ R.D.7530 on R.B.C.
ABSTRACT
QTY PARTICULARS RATE UNIT AMOUNT
661.73
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 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.)
QTY PARTICULARS RATE UNIT AMOUNT
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
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 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
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
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
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
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 345333
6.30
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 28321
59
15.15
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 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
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 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
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 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
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 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
70.20 Item NO. 27 Spreading 80 mm Metal including conveying from road sise stacks and sectioning etc complete with all leads
19.00 Cum 1334
59.40 Item NO. 28 Spreading 40 mm Metal including conveying from road sise stacks and sectioning etc complete with all leads
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
432.00 Item NO. 30 Compacting 80 mm Metal by power roller including artificial watering etc.
9.50 SQM 4104
396.00 Item NO. 31 Compacting 40 mm Metal by power roller including artificial watering etc.
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
3 % Contigencies Rs 42065
1 % work charge Rs 14022
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
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 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
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
Say Total Rs= 5433.55 / 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
Say Total Rs= 4443.30 / 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
Say 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
Say 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
Say Total Rs= 4906.70 / 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
Total= Rs 46550.80 / m3 Say Total Rs= 46550.80 / m3
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
Say 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
Say 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
Say 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
Say Total Rs= 545.95 / m3
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
Add for Royalty 1.00 Cum @ 70.68/ Cum 70.68
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)
Basic rate vide csr B &C 2009-10 Item No.RD 32 Page No.228 Rs. 100.00 Cum
Add Extra Lead Charges Rs. 126.57 Cum
Add for Royalty 1.00 Cum @ 35.34/ Cum 35.34
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
Add Extra Lead Charges Rs. 259.35 Cum
Add for Royalty 1.00 Cum @ 35.34/ Cum 35.34
73
Total Rs. 519.69 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)
Basic rate vide csr B &C 2009-10 Item No.RD 12 Page No.227 Rs. 246.00 Cum
Add Extra Lead Charges Rs. 259.35 Cum
Add for Royalty 1.00 Cum @ 35.34/ Cum 35.34
Total Rs. 540.69 Cum
Say Rs. 540.70 Cum Item NO. 25:- Supplying Soft Murum including conveying and stacking etc complete with all leads
Basic rate vide csr B &C 2009-10 Item No.RD 24 Page No.229 Rs. 90.00 Cum
Add Extra Lead Charges Rs. 126.57 Cum
Add for Royalty 1.00 Cum @ 35.34/ Cum 35.34
Total Rs. 251.91 Cum
Say Rs. 251.90 Cum Item NO. 26 :- Supplying Sand including conveying and stacking etc complete with all leads
Basic rate vide csr B &C 2009-10 Item No.RD 25 Page No.229 Rs. 145.00 Cum
Add Extra Lead Charges Rs. 157.09 Cum
Add for Royalty 1.00 Cum @ 35.34/ Cum 35.34
Total Rs. 337.43 Cum
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
Basic rate vide csr B &C 2009-10 Item No.RD 28 Page No.229 Rs. 19.00 Cum
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
Basic rate vide csr B &C 2009-10 Item No.RD 28 Page No.229 Rs. 11.00 Cum
74
Item NO. 30 :- Compacting 80 mm Metal by power roller including artificial watering etc.
Basic rate vide csr B &C 2009-10 Item No.RD 32 Page No.230 Rs. 9.50 Cum
Item NO. 31 :- Compacting 40 mm Metal by power roller including artificial watering etc.
Basic rate vide csr B &C 2009-10 Item No.RD 32 Page No.230 Rs. 9.50 Cum
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
Add for Royalty 0.101 Cum @ 35.34/ Cum 3.60
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
Superintending Engineer GLI Circle, Ambadi (Bhandara)
76
TEDHVASHIVNI LIFT IRRIGATION SCHEME
NAME OF WORK :- CONSTRUCTION OF S.W.F. AT R.D.---30m.---ON L.B.CANAL
ABSTRACT
QTY PARTICULARS RATE UNIT AMOUN
T
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.
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
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 997.5 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
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 997.5 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
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.199 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= 4433.30 Total= Rs 4433.30 / m3
Say Total Rs= 4430.30 / m3
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.
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
Total= Rs 46550.80 / m3 Say Total Rs= 46550.80 / m3
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
QTY PARTICULARS RATE UNIT AMOUNT
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
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
82
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 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
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 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
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
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
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
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
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
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 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
3 % Contigencies Rs 77656
1 % work charge Rs 25885
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
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
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
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
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 Say Total Rs= 5433.55 / 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
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
Say Total Rs= 4443.30 / m3
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 Say 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 Say Total Rs= 5657.65 / m3
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
Say Total Rs= 4906.70 / 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
Total= Rs 46550.80 / m3 Say Total Rs= 46550.80 / m3
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
Total= Rs 114.45 / m3 Say 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 Say 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 Say 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.
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.
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
Add for Royalty 1.00 Cum @ 70.68/ Cum 70.68
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)
Basic rate vide csr B &C 2009-10 Item No.RD 32 Page No.228 Rs. 100.00 Cum
Add Extra Lead Charges Rs. 126.57 Cum
Add for Royalty 1.00 Cum @ 35.34/ Cum 35.34
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
Add Extra Lead Charges Rs. 259.35 Cum
Add for Royalty 1.00 Cum @ 35.34/ Cum 35.34
Total Rs. 519.69 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)
Basic rate vide csr B &C 2009-10 Item No.RD 12 Page No.227 Rs. 246.00 Cum
Add Extra Lead Charges Rs. 259.35 Cum
Add for Royalty 1.00 Cum @ 35.34/ Cum 35.34
Total Rs. 540.69 Cum
Say Rs. 540.70 Cum
Item NO. 25:- Supplying Soft Murum including conveying and stacking etc complete with all leads
99
Basic rate vide csr B &C 2009-10 Item No.RD 24 Page No.229 Rs. 90.00 Cum
Add Extra Lead Charges Rs. 126.57 Cum
Add for Royalty 1.00 Cum @ 35.34/ Cum 35.34
Total Rs. 251.91 Cum
Say Rs. 251.90 Cum
Item NO. 26 :- Supplying Sand including conveying and stacking etc complete with all leads
Basic rate vide csr B &C 2009-10 Item No.RD 25 Page No.229 Rs. 145.00 Cum
Add Extra Lead Charges Rs. 157.09 Cum
Add for Royalty 1.00 Cum @ 35.34/ Cum 35.34
Total Rs. 337.43 Cum
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
Basic rate vide csr B &C 2009-10 Item No.RD 28 Page No.229 Rs. 19.00 Cum
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
Basic rate vide csr B &C 2009-10 Item No.RD 28 Page No.229 Rs. 11.00 Cum
Item NO. 30 :- Compacting 80 mm Metal by power roller including artificial watering etc.
Basic rate vide csr B &C 2009-10 Item No.RD 32 Page No.230 Rs. 9.50 Cum
Item NO. 31 :- Compacting 40 mm Metal by power roller including artificial watering etc.
Basic rate vide csr B &C 2009-10 Item No.RD 32 Page No.230 Rs. 9.50 Cum
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
Add for Royalty 0.101 Cum @ 35.34/ Cum 3.60
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
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