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IRRIGATION DIVISION AURAIYA, DIBIYAPUR Providing C.C. Lining of Phaphund Dy. From Km. To Km. Analysis of Rates 1- Supp Supply lyin ing g ceme cement nt bag bag per per No. Cost of 1No. cement bag as per stock issue rate Carriage from store to site Average distance 16 Km. Pacca + 2 Km. S road = 18 Km. {236.10+(236.10-226.20)x0.15}/20
308.00
Total Say Rs. 2- Supply Supplying ing coarse coarse sand sand - per cum. cum. 3 1.0 M collection charges of coarse sand as per PWD SOR Rehandling upto 1.00 Km 109.40/0.64 W estage charges 2.5% as per ID SOR on 1600.00
1600.00
Say Rs. 3-
170.94 40.00 3 1810.94 /M 3 1810.95 /M
3
Cost of stone ballast 10 to 20 mm szie per m 1.0 M3 cost of stone ballast 10-20 mm size at quarry Deduct stacking & loading charges as per PW D schedule
950.00 48.50 901.50 36.06 45.07
(-)
Add 4% VAT on Rs. 901.50 5% Contractor Profit on Rs. 901.50 Carriage form quarry to site of work as per ID schedule 2 Km. Kachcha + 207 Km . Pacca = 209 Km.+Rehandling upto1.00 Km 135.20x0.15/ + 379.90 + 169x4.20 +109.40 = 1219.38/0.71
1717.44
Wastage charges 2% as per on Rs. 901.50 ID schedule Total Say Rs. 4- Supply Supplying ing 1st clas class s brick bricks s per per 1000 1000 No. No. Cost of 1000 Nos. bricks M 150 at kilan (Subject to approval) Deduct. 8 Km. carriage as per L.H.V. (51.80+2x9.30+2x6.60+5x5.40 110.60x2.3-15% (as per PW D Schedule) Deduct 4% Vat Add 5% contractors profit on Rs. 3239.78 4% VAT
(-) (-)
216.22 144.00 3239.78 161.99 144.00
(+)
Total Say Rs. Earth Earth work work in emban embankme kment nt & resto restorin ring g of chann channels els per per m3 Extra for manual compaction as per schedule 3/10 Add. 10% Extra for Inst. Area Total Say Rs.
d. estimat.phaphound analysis of rate ph. 09pcii
18.03 2718.10 3 2718.10 /M 3600.00
Add. 10 Km Carriage by Tractor/Bulackcart as per ID schedule+ 100 m head load (194.00+43.50)x1000/333
5
11.88 319.88 319.90 /No.
713.21 4258.98 per Thou. 4259.00 4259.00 per Thou. 47.30 5.20 5.25 3 57.75 /M 3 57.75 /M
6
7
8
9
Supplying and Laying LDPE Film200 micron in position - per sqm As per markat Rate Carrage & Laying Total
Cement concrete in 1:2:4 with stone grit - Per cum. Cost of 6.10 No. cement bag @ Rs.319.90 per No. 3 3 Cost of 0.42 m coarse sand @ Rs. 1810.95/ m 3 3 Cost of 0.85 m stone grit @2718.10/ per m 3 Labour charge as per ID S.O.R. @ 385.00/m Add. 10% Extra for Inst. Area 3 Extra for mechanical mixing @ 88.00/m x1.1
Cement concrete in 1:3:6 with stone grit - Per cum. Cost of 4.30 No. cement bag @ Rs. 319.90 per No. 3 3 Cost of 0.45m coarse sand @ Rs. 1810.95/ m 3 3 Cost of 0.90m stone grit @2718.10/ per m 3 Labour charge as per ID S.O.R. @ 385.00/m Add. 10% Extra for Inst. Area 3 Extra for mechanical mixing @ 88.00/m x1.1
12.5mm Cement Plaster 1:4 cement mortar per m 3 0.015 coarse sand @ 1810.95/m Cost of 0.11 No. cement bags @ 319.90 Labour rate with 10% Extra for Inst. Area 71.50x1.1
2
10 Providing 75mm thick C.C. lining 1:2:4 per m2 Cost of 6.1x 0.075 No. cement bags @ Rs.319.90 Cost of 0.42x 0.075 M3 coarse sand @ Rs 1810.95/m3 Cost of 0.85x 0.075 M3 stone grit 10-20 mm size @ Rs 2718.10
146.35 57.04 173.28
Laying 75mm thick C.C. in Lining I/C machenical mixing, compection with Vibrator and Proper Quaring 96.80.00x75/100 Extra for C.C. Lining with Paver Mechine I/C Genrator
11 Ist class brick work in 1:4 cum - per cum Cost of 460 No.1st class bricks @ Rs.4259.00 Per thu. 3 3 Cost of 0.275m coarse sant @ Rs. 1810.95/M Cost of 2 No cement bags @ Rs.319.90 Labour charges as per S.O.R. Add. 10% Extra for Inst. Area
d. estimat.phaphound analysis of rate ph. 09pcii
509.77 2
12 Earth work in foundation for canal structure - per m As per schedule of rate Add. 10% Extra for Inst. Area
3
Total Say
61.60 6.16 3 67.76 / m 3 67.75 / m
Total Say
7.70 0.77 2 8.47 / m 2 8.45 / m
2
13 Preparation of sub Grade per m Preparation of sub Grade excluding cost of earth work Add. 10% Extra for Inst. Area
14 Laying local sand layer below CC lining including manual 3 compaction per M Cost of 1.00 cum local sand @400.00/m3 as per PWD SOR Ch. No. 1 Iem No. 1.08 (8) Labour charges as per ID SOR chapter 22 item 18 @31.00 Add. 10% Extra for Inst. Area
400.00
Total Say 15 Making Construction /Expansion joint in CC lining bed and sides slope filled with sealing compound including cost of all charges Cost of 1.19 Kg. sealing compound @ Rs. 50.00/ Kg. Labour charges for filling sealing compound in joint including transportation charges etc. 1 Beldar for 50 R.M. 175/50
Total
31.90 3.19 3 435.09 /m 3 435.10 /m
59.50 3.50 63.00 /RM
2
16 Ordinary C.C. for coping work per m Ordinary Centering & Shuttering for C.C. at coping work as per SOR
J. E. I. D. Auraiya, Dibiyapur
d. estimat.phaphound analysis of rate ph. 09pcii
2
429.00 /m
A. E. I. D. Auraiya, Dibiyapur
IRRIGATION DIVISION AURAIYA, DIBIYAPUR Providing C.C. Lining of Harchandpur Dy. From Km. 0.000 To Km. 15.000 Analysis of Rates 1- Supplying cement bag per No. Cost of 1No. cement bag as per stock issue rate Carriage from store to site Average distance 21 Km. Pacca + 3 Km. S road = 24 Km. (268.60+(268.60-252.80)x0.15+43.50=
308.00
15.72 323.72 323.70 /No.
Total Say Rs. 2-
Supplying coarse sand - per cum. 3 1.0 M collection charges of coarse sand deduct stacking charges
(-)
Add 4% VAT on Rs. 561.00 Carriage from quarry 1Km.Kachcha+ 135km Pacca + Head load 1/0.64(127.70x0.33+379.90+96x4.20+43.50) = Westage charges 2.5% as per ID SOR on1940.85 Total Say Rs. 3-
1035.00 48.50 886.50 35.46 44.32
(-)
1788.42
Wastage charges 2% as per on Rs. 2754.70 ID schedule Total Say Rs. Supplying 1st class bricks per 1000 No. Cost of 1000 Nos. bricks M 150 at kilan (Subject to approval) 4% VAT Add 5% contractors profit on Rs. 4032.00 4% VAT Add. 10 Km Carriage by Tractor/Bulackcart as per ID schedule+ 100 m head load (194.00+43.50)x1000/333
(+)
Earth work in embankment & restoring of channels per m3 Extra for manual compaction as per schedule 3/10 Add. 10% Extra for Inst. Area Total Say Rs.
d.project lining HarchandpurDy.2013(Anlaysis of rate). PCII
Cost of stone ballast 10 to 20 mm szie per m 1.0 M3 cost of stone ballast 10-20 mm size at quarry Deduct stacking & loading charges as per PWD schedule Add 4% VAT on Rs.886.50 5% Contractor Profit on Rs. 886.50 Carriage form quarry to site of work as per ID schedule 2 Km. Kachcha + 219 Km . Pacca = 218 Km.+Rehandling upto1.00 Km 135.20x0.15/ + 379.90 + 181x4.20 +109.40 = 1269.78/0.71
4-
580.00 19.00 561.00 22.44
713.21 5114.81 per Thou. 5114.80 per Thou. 47.30 5.20 5.25 3 57.75 /M 3 57.75 /M
6
7
8
9
Supplying and Laying LDPE Film200 micron in position - per sqm As per Schdule of Rate Carrage & Laying Total
Cement concrete in 1:2:4 with stone grit - Per cum. Cost of 6.10 No. cement bag @ Rs.323.70 per No. 3 3 Cost of 0.42 m coarse sand @ Rs. 1989.40/ m 3 3 Cost of 0.85 m stone grit @ 2809.80/ per m 3 Labour charge as per ID S.O.R. @ 385.00/m Add. 10% Extra for Inst. Area 3 Extra for mechanical mixing @ 88.00/m x1.1
Cement concrete in 1:3:6 with stone grit - Per cum. Cost of 4.30 No. cement bag @ Rs.323.70 per No. 3 3 Cost of 0.45m coarse sand @ Rs. 1989.40 m 3 3 Cost of 0.90m stone grit @ 2809.80/ per m 3 Labour charge as per ID S.O.R. @ 385.00/m Add. 10% Extra for Inst. Area 3 Extra for mechanical mixing @ 88.00/m x1.1
12.5mm Cement Plaster 1:4 cement mortar per m 3 0.015 coarse sand @ 1989.40/m Cost of 0.11 No. cement bags @ 323.70 Labour rate with 10% Extra for Inst. Area 71.50x1.1
2
10 Providing 75mm thick C.C. lining 1:2:4 per m2 Cost of 6.1x 0.075 No. cement bags @ Rs. 323.70 Cost of 0.42x 0.075 M3 coarse sand @ Rs 1989.40/m3 Cost of 0.85x 0.075 M3 stone grit 10-20 mm size @ Rs2809.80
148.09 62.67 179.12
Laying 75mm thick C.C. in Lining I/C machenical mixing, compection with Vibrator and Proper Quaring 96.80.00x75/100 Extra for C.C. Lining with Paver Mechine I/C Genrator
72.60 60.50
Total Say Rs. 11 Ist class brick work in 1:4 cum - per cum Cost of 460 No.1st class bricks @ Rs.5114.80 Per thu. 3 3 Cost of 0.275m coarse sant @ Rs. 1989.40/M Cost of 2 No cement bags @ Rs.323.70 Labour charges as per S.O.R. Add. 10% Extra for Inst. Area Total Say Rs.
d.project lining HarchandpurDy.2013(Anlaysis of rate). PCII
12 Earth work in foundation for canal structure - per m As per schedule of rate Add. 10% Extra for Inst. Area
3
Total Say
61.60 6.16 3 67.76 / m 3 67.75 / m
Total Say
7.70 0.77 2 8.47 / m 2 8.45 / m
2
13 Preparation of sub Grade per m Preparation of sub Grade excluding cost of earth work Add. 10% Extra for Inst. Area
14 Laying local sand layer below CC lining including manual 3 compaction per M Cost of 1.00 cum local sand @400.00/m3 as per PWD SOR Ch. No. 1 Iem No. 1.08 (8) Labour charges as per ID SOR chapter 22 item 18 @31.90 Add. 10% Extra for Inst. Area
400.00
Total Say 15 Making Construction /Expansion joint in CC lining bed and sides slope filled with sealing compound including cost of all charges Cost of 1.19 Kg. sealing compound @ Rs. 50.00/ Kg. Labour charges for filling sealing compound in joint including transportation charges etc. 1 Beldar for 50 R.M. 175/50
Total
31.90 3.19 3 435.09 /m 3 435.10 /m
59.50 3.50 63.00 /RM
2
16 Ordinary C.C. for coping work per m Ordinary Centering & Shuttering for C.C. at coping work as per SOR
J. E. I. D. Auraiya, Dibiyapur
d.project lining HarchandpurDy.2013(Anlaysis of rate). PCII
