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Sub - Estimate : Construction of 20,000 Lts. Capacity E.L.S.R S.No Description of work Length Breadth
Height 7Feet Depth Qty.
1 Earthwork excavation and depositing on bank with initial lead and lift in HSC soils 2 cement concrete (1:4:8) Using 40 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Raft slab A) For Foundations B) For Basement concrete 3 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Raft slab A) For Raft slab 4 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Side wall below Basement For Side Wall below Basement 5 Filling basement with sand including watering and ramming and labour charges etc., complete. For Side Wall below Basement 6 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for BOTTOM SLAB
1*
3.14
4.10
1.20
1.20
18.54
7.42
1*
3.14 0.78
4.10 4.00
1.20 4.00
0.30 0.15
4.63 1.87 6.51
2.60
1*
3.14
4.10
0.90
0.20
2.32
0.93
1*
3.14
4.10
0.15
2.00
3.86
1.54
1*
0.785
4.00
4.00
1.85
23.24
9.29
1*
0.785
4.25
4.25
0.15
2.13
0.85
7 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for SIDE WALLS 8 Vibrated Reinforced cement concrete (1:2:4) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for TOP SLAB Deduct Manhole cover 9 Plastering with CM(1:3) 20mm thick with 2% accoproof powder including cost and conveyance of all materials and Labour For Side wall inside For Top of bottom slab
1*
3.14
4.10
0.10
2.00
2.57
1.03
1* -1 *
0.79
4.50 0.60
4.50 0.60
0.10 0.10
1.59 -0.04 1.55
0.62
3.14 0.79
4.00 4.00
2.00 4.00
25.12 12.56 37.68
For basemment above GL Side wall For Side wall For Side wall inside For Top of bottom slab For Top slab Deduct Manhole cover
3.14 3.14 3.14 0.79 0.79 -1.0
4.25 4.20 4.00 4.00 4.50 0.60
1.30 2.00 2.00 4.00 4.50 0.60
17.35 26.38 25.12 12.56 15.90 -0.36 96.94
11 White washing with janata cement two coats including cost and conveyance of all materials and labour charges etc., complete. Inside tank alround Top of Bottom slab Ceiling of Top slab Deduct Manhole cover
3.14 0.79 0.79 -1.0
4.00 4.00 4.00 0.60
2.40 5.00 5.00 0.60
30.14 15.70 15.70 -0.36 61.18
12 Colour washing with Snowcem two coats including cost and conveyance of all materials and labour charges etc., complete. Out side tank alround Top of Top slab Deduct Manhole cover
3.14 0.79 -1.0
4.00 4.50 0.60
4.40 5.50 0.60
55.26 19.43 -0.36 74.33
13 Provision for man hole cover of 600mm Dia
1 1
1 No
14 Provision for Fly proof Nylon Mesh
1 No
15 Provision for RCC pheniol 16 Provision for pre cast RCC ladder 450mm width inside 17 Provision for Lightning arrestor 18 Provision for GI Hand railing 19 Provision for MS ladder 450mm width as per approved design with MS angles etc., 20 Provision for fixing of inlet and outlet, scour and overflow pipes from tank to ground level etc., 21 Provision for cost of steel 23 Provision for writing name plate 24 Provision for cost of CI pipes and specials for vertical connections 25 Other unforeseen Items TOTAL
1
1 No
1 1 1
1 No 1 No 1 No
1*
4.50
-
-
-
4.50
1 Rmt
1* 1*
1.00 790 790 #REF!
1 set Kg1000
LS LS
Earthwork 40 mm Metal 20 mm metal sand Gravel Cement Steel 8 mm Dia Labour GI Railing, MS Ladder,Volves , GI fittings and Painting
2 6 10 10 110 790
Tractor Loads Tractor Loads Tractor Loads Tractor Loads Bags KGs
1500 3000 1000 300 300 45
3000 17922 10000 3088 33000 35550 55000
20000 TOTAL
177560 178000
SAY
Sub - Estimate : Construction of 20,000 Lts. Capacity G.L.S.R S.No Description of work Length Breadth
Height 10 Feet Depth Qty.
1 Earthwork excavation and depositing on bank with initial lead and lift in HSC soils * 2 cement concrete (1:4:8) Using 40 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Raft slab A) For Foundations B) For Basement concrete 3 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Raft slab A) For Raft slab 4 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Side wall below Basement For Side Wall below Basement 5 Filling basement with sand including watering and ramming and labour charges etc., complete. For Side Wall below Basement 6 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for BOTTOM SLAB 7 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for SIDE WALLS 1* 0.785 4.00 4.00 2.85 35.80 14.32 1* 3.14 4.10 0.15 3.00 5.79 2.32 1* 3.14 4.10 0.90 0.20 2.32 0.93 1* 3.14 0.78 4.10 3.85 1.20 3.85 0.30 0.15 4.63 1.73 6.37 3.14 4.10 1.20 0.60 0.00
2.55
1*
0.785
4.25
4.25
0.15
2.13
0.85
1* 8 Vibrated Reinforced cement concrete (1:2:4) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for TOP SLAB Deduct Manhole cover 9 Plastering with CM(1:3) 20mm thick with 2% accoproof powder including cost and conveyance of all materials and Labour For Side wall inside For Top of bottom slab
3.14
4.10
0.10
2.00
2.57
1.03
1* -1 *
0.79
5.50 0.60
5.50 0.60
0.10 0.10
2.37 -0.04 2.34
0.94
3.14 0.79
5.00 5.00
2.00 4.00
31.40 15.70 47.10
For basemment above GL Side wall For Side wall For Side wall inside For Top of bottom slab For Top slab Deduct Manhole cover
3.14 3.14 3.14 0.79 0.79 -1.0
5.25 5.20 5.00 5.00 5.50 0.60
1.30 2.00 2.00 4.00 4.50 0.60
21.43 32.66 31.40 15.70 19.43 -0.36 120.26
11 White washing with janata cement two coats including cost and conveyance of all materials and labour charges etc., complete. Inside tank alround Top of Bottom slab Ceiling of Top slab Deduct Manhole cover
3.14 0.79 0.79 -1.0
5.00 5.00 5.00 0.60
2.40 5.00 5.00 0.60
37.68 19.63 19.63 -0.36 76.57
12 Colour washing with Snowcem two coats including cost and conveyance of all materials and labour charges etc., complete. Out side tank alround Top of Top slab Deduct Manhole cover
3.14 0.79 -1.0
5.00 5.50 0.60
4.40 5.50 0.60
69.08 23.75 -0.36 92.47
13 Provision for man hole cover of 600mm Dia
1 1 1
1 No 1 No 1 No
14 Provision for Fly proof Nylon Mesh
15 Provision for RCC pheniol
16 Provision for pre cast RCC ladder 450mm width inside
1
1 No
17 Provision for Lightning arrestor 18 Provision for GI Hand railing 19 Provision for MS ladder 450mm width as per approved design with MS angles etc., 20 Provision for fixing of inlet and outlet, scour and overflow pipes from tank to ground level etc., 21 Provision for cost of steel 23 Provision for writing name plate 24 Provision for cost of CI pipes and specials for vertical connections 25 Other unforeseen Items TOTAL
1 1
1 No 1 No
1*
1* 1*
LS LS
Earthwork 40 mm Metal 20 mm metal sand Gravel Cemetn Steel 8 mm Dia Labour GI Railing, MS Ladder,Volves , GI fittings and Painting 2 Tractor Loads 7 Tractor Loads 12 Tractor Loads 25 Tractor Loads 120 1000 Bags KGs1500 3000 1000 300 300 45 3000 21181 12000 7500 36000 45000 60000
20000
TOTAL SAY
184681 185000
Sub - Estimate : Construction of 40,000 Lts. Capacity E.L.S.R S.No Description of work Length Breadth
Height 7 Feet Depth Qty.
1 Earthwork excavation and depositing on bank with initial lead and lift in HSC soils 2 cement concrete (1:4:8) Using 40 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Raft slab A) For Foundations B) For Basement concrete 3 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Raft slab A) For Raft slab 4 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Side wall below Basement For Side Wall below Basement 5 Filling basement with sand including watering and ramming and labour charges etc., complete. For Side Wall below Basement 6 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for BOTTOM SLAB
1*
3.14
5.10
1.20
0.60
11.53
667
1*
3.14 0.78
5.10 5.25
1.20 5.25
0.30 0.15
5.77 3.22 8.99
3.60
11765
1*
3.14
5.10
0.90
0.20
2.88
1.15
9641
1*
3.14
5.10
0.15
2.00
4.80
1.92
48949
1*
0.785
5.00
5.00
1.85
36.31
14.52
4004
1*
0.785
5.25
5.25
0.15
3.25
1.30
8849
7 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for SIDE WALLS 8 Vibrated Reinforced cement concrete (1:2:4) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for TOP SLAB Deduct Manhole cover 9 Plastering with CM(1:3) 20mm thick with 2% accoproof powder including cost and conveyance of all materials and Labour For Side wall inside For Top of bottom slab
1*
3.14
5.10
0.10
2.40
3.84
1.54
36256
1* -1 *
0.79
5.50 0.60
5.50 0.60
0.10 0.10
2.37 -0.04 2.34
0.94
7294
3.14 0.79
5.00 5.00
2.40 5.00
37.68 19.63 57.31
For basemment above GL Side wall For Side wall For Top slab Deduct Manhole cover
3.14 3.14 0.79 -1.0
5.25 5.20 5.50 0.60
2.40 2.00 4.50 0.60
39.56 32.66 19.43 -0.36 91.29
11 White washing with janata cement two coats including cost and conveyance of all materials and labour charges etc., complete. Inside tank alround Top of Bottom slab Ceiling of Top slab Deduct Manhole cover
3.14 0.79 0.79 -1.0
5.00 5.00 5.00 0.60
2.40 5.00 5.00 0.60
37.68 19.63 19.63 -0.36 76.57
12 Colour washing with Snowcem two coats including cost and conveyance of all materials and labour charges etc., complete. Out side tank alround Top of Top slab Deduct Manhole cover
3.14 0.79 -1.0
5.00 5.50 0.60
4.40 5.50 0.60
69.08 23.75 -0.36 92.47
13 Provision for man hole cover of 600mm Dia
1 1 1
1 No 1 No 1 No
14 Provision for Fly proof Nylon Mesh
15 Provision for RCC pheniol
16 Provision for pre cast RCC ladder 450mm width inside 17 Provision for Lightning arrestor 18 Provision for GI Hand railing 19 Provision for MS ladder 450mm width as per approved design with MS angles etc., 20 Provision for fixing of inlet and outlet, scour and overflow pipes from tank to ground level etc., 21 Provision for cost of steel 23 Provision for writing name plate 24 Provision for cost of CI pipes and specials for vertical connections 25 Other unforeseen Items TOTAL
1 1 1
1 No
1 No
1 No
1*
1* 1*
LS LS
Earthwork 40 mm Metal 20 mm metal sand Gravel Cement Steel Labour GI Railing, MS Ladder,Volves , GI fittings and Painting
4 7 14 17 135 1200
Tractor Loads Tractor Loads Tractor Loads Tractor Loads Bags KGs
1500 3000 1000 300 45
6000 20537 14000 40500 54000 65000
300 4956.75
20000 TOTAL
224994 225000
SAY
Sub - Estimate : Construction of 40,000 Lts. Capacity G.L.S.R S.No Description of work Length Breadth
Height 10 Feet Depth Qty.
1 Earthwork excavation and depositing on bank with initial lead and lift in HSC soils * 2 cement concrete (1:4:8) Using 40 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Raft slab A) For Foundations B) For Basement concrete 3 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Raft slab A) For Raft slab 4 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Side wall below Basement For Side Wall below Basement 5 Filling basement with sand including watering and ramming and labour charges etc., complete. For Side Wall below Basement 6 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for BOTTOM SLAB 1* 0.785 5.00 5.00 2.85 55.93 22.37 1* 3.14 5.10 0.15 3.00 7.21 2.88 1* 3.14 5.10 0.90 0.20 2.88 1.15 1* 3.14 0.78 5.10 4.85 1.20 4.85 0.30 0.15 5.77 2.75 8.52 3.14 5.10 1.20 0.60 0.00
3.41
1*
0.785
5.25
5.25
0.15
3.25
1.30
7 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for SIDE WALLS 1* 8 Vibrated Reinforced cement concrete (1:2:4) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for TOP SLAB Deduct Manhole cover 9 Plastering with CM(1:3) 20mm thick with 2% accoproof powder including cost and conveyance of all materials and Labour For Side wall inside For Top of bottom slab 3.14 5.10 0.10 2.40 3.84 1.54
1* -1 *
0.79
5.50 0.60
5.50 0.60
0.10 0.10
2.37 -0.04 2.34
0.94
3.14 0.79
5.00 5.00
2.00 4.00
31.40 15.70 47.10
For basemment above GL Side wall For Side wall For Side wall inside For Top of bottom slab For Top slab Deduct Manhole cover
3.14 3.14 3.14 0.79 0.79 -1.0
5.25 5.20 5.00 5.00 5.50 0.60
1.30 2.00 2.00 4.00 4.50 0.60
21.43 32.66 31.40 15.70 19.43 -0.36 120.26
11 White washing with janata cement two coats including cost and conveyance of all materials and labour charges etc., complete. Inside tank alround Top of Bottom slab Ceiling of Top slab Deduct Manhole cover
3.14 0.79 0.79 -1.0
5.00 5.00 5.00 0.60
2.40 5.00 5.00 0.60
37.68 19.63 19.63 -0.36 76.57
12 Colour washing with Snowcem two coats including cost and conveyance of all materials and labour charges etc., complete. Out side tank alround Top of Top slab Deduct Manhole cover
3.14 0.79 -1.0
5.00 5.50 0.60
4.40 5.50 0.60
69.08 23.75 -0.36 92.47
13 Provision for man hole cover of 600mm Dia
1 1 1
1 No 1 No 1 No
14 Provision for Fly proof Nylon Mesh
15 Provision for RCC pheniol
16 Provision for pre cast RCC ladder 450mm width inside
1 1 1
1 No 1 No 1 No
17 Provision for Lightning arrestor
18 Provision for GI Hand railing
19 Provision for MS ladder 450mm width as per approved design with MS angles etc.,
1*
1 Rmt
20 Provision for fixing of inlet and outlet, scour and overflow pipes from tank to ground level etc.,
1* 1*
21 Provision for cost of steel
23 Provision for writing name plate
24 Provision for cost of CI pipes and specials for vertical connections
LS LS
25 Other unforeseen Items TOTAL
Earthwork 40 mm Metal 20 mm metal sand Gravel Cement Steel 8 mm Dia Labour GI Railing, MS Ladder,Volves , GI fittings and Painting 4 Tractor Loads 9 Tractor Loads 15 Tractor Loads 25 Tractor Loads 150 1350 Bags KGs1500 3000 1000 300 300 45 6000 26420 15000 7500 45000 60750 70000
20000
TOTAL
250670
Say
250000
2007-2008 SSR 100 Item G For R.R.Masonry works ( granite, dolamite and trap variety quarrying is done by blasting 28 Bond stones ( 600 x 200 x 200 mm ) d HBG metal 20mm f HBG metal 40mm size (SS 5) size (SS 5) Unit Rate 1 cum 135 1 cum 1 cum 1 cum 1 cum 58 833.33 650 385 55.50 Item sankarrr Unit
Rate
106 116 118 124
NOTE:- (1) Add extra Rs.55.50/- per cum for items 33(a) to 33 (k) if the (2) Add 25% extra per cum if the metal is obtained by machine crushing excluding cost of blasting. (for 20mm metal )
125
810.6
179 180
36. Sand for mortar, 1 Cum a b Sand for filling and blindage 1 Cum 3 Bricks country (Non-modular 1000 tradditional size) 22 x 11 x 5 cm Nos 321 Synthetic Enamel paints in all shades 1 Ltr Grade - I Enamel paints in all shades 322 Synthetic 1 Ltr 331 Grade Primer Wood - II 1 Ltr 336 Snowcem or equivalent quality 336 Janathacem or equivalent quality Acco proof powder 42 Cement excluding cost of empty cement bags Cost of steel Fabrication charges of steel 1 Kg 1 Kg 1 Kg Kg Metric Tonne
89 37 2000 146.5 105.5 105.5 34.56 6.48 22 4340 50250 6.00 22.5 0 30.5 36 12.5
183
184 239 240 244 285
286
291 292
42. Labour for mixing cement mortar 1 Cum a 9.a Loamy and Clayey soils like black 1 cum cotton soils, red earth and ordinary b gravel SS 20-A. in Ordinary gravel EW excavation 1 cum b EW excavation in Hard Gravelly Soils 1 cum 25 Refilling with the excavated sand 1 cum complying with the standard specifications for filling foundations 26. Refilling with the excavated soils ( 1 cum a other than sand) complying with the standard specifications for filling foundations. 1. Add for vibrating concrete 1 cum 2. Add for machine mixing of concrete. 1 cum 856 centering charges for all RCC roof 10 slabs upto 150 mm depth and upto Sqm 3.66 M of charges for 878 Centering floor height lintels and 1 cum plinth beams ( less than 3.0 span)
8.4
38.5 37.5 851.5 654.4
12 Laying, jointing of G.I. / PVC/HDPE pipes and specials/fittings including excavation upto 0.5 m depth in all soils except rock requiring blasting and refilling trenches after laying and jointing pipes. a G.I. PIPES : DIA in mm 50 40 32 25 20 15 b PVC/HDPE pipes as per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes. DIA in mm
1 Rmt 1 Rmt 1 Rmt 1 Rmt 1 Rmt 1 Rmt
12.6 12.9 11.9 11.9 10.7 10.7
50 1 Rmt 40 1 Rmt 32 1 Rmt 25 1 Rmt 20 1 Rmt 16 Lowering, laying, jointing & testing to Hydraulic Field test pressure including cost of water with minimum water lead of 500 M (Labour charges only) for PVC pipes excluding the cost ofin mm . DIA of Pipes 63 1 Rmt 75 1 Rmt 90 1 Rmt 110 1 Rmt 33 Centring and scaffolding charges for RCC members a) for R C C Elevated Service Reservoir of staging up to 15 metre below L W L. 1) Slabs for thickness (150 mm to 300 mm) 3) Side walls curved surfaces. 6) Roof Slab. 7) Column footing. 8) Column braces and beams 9) Circular braces, ring beams & circular column. walls of circular faces 5) RCC vertical 34 Lift or delift of materials : a) Lifting of cement concrete for RCC
11.9 11.9 10.9 10.9 10
6.9 8.4 7.4 7.9
867.5 655.7 437.4 478.2 292.5 320.5 501.4
1 Sqm
1 Cum
56.6
Labour Charges : CC(1:2:4) or (1:3:6)(1:4:8) RCC(1:2:4) RRM LM/CM BMasonry Plastering CM 12mm Plastering CM 12mm for 2 Coats Plastering CM 20mm Plastering CM 20mm 2 Coats Pointing with CM to RRM Whitewashin one coat Whitewashin two coats Painting to Old/New wood work of two coats Painting to Primary coat over Old/New one coat Varnish in two coats Distemparing 2 coats with water bound Distemparing 2 coats with oil bound Painting with JAN/Snow Cem 2 coats Flooring with CDP Slabs LC for laying Clazed tiles Dry Stone for retaining wall Dry Stone for retaining wall well stein Rough Stone dry packing for Revetment Rough Stone dry packing for apron Gravel packing for Revetment
449.2. 794.4 662.8 596.4 390 678.8 763.6 771.6 473.6 422.4 614.4 182.4 106.4 294.8 226.8 182.4 278 869.2 57.8 264.8 355.6 267.2 264.2 127.6
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu.
Est.Cost: Description 1 Unit
2.60 Rate 53.9
Lifting of cement concrete 1 Cu.m for RCC elevated reservoir. For every 3 m height or part thereof over the initial lift of
2
706.14 847.368 494.298 Lead in KMs and Lead Charges Description Metal, RR Stones,Bond stones, Crushed Metal
KMs 3
Rs.
Source
Sand for mortor Sand for Filling Estimate Details: Length of Pumping main: Length of Distribution:
55 4 3 75/6kg 70 75/4kg 350
113 Local Sidda reddy 369 cross 100.3 Local 96 Local 90/6kg 110/6kg 0 90/4kg 0
Design Data Population 487 MWL of OHSR/GLSR/CISTERN/HIG HEST LEVEL L IN THE 100.00 DISTRIBUTION Foot Valve Level 0.00 Staging of OHSR 6.30 1.30 -1.70 Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. S.S.R. 2006-2007 Grant : ARWS(P)
-4.70
0
1.3
LEAD STATEMENTS. Description of Material No
Est.Cost
2.60 Lakhs
1 2 3 4 5 7 8
Sand for Mortar Sand for filling 40 mm HBG Metal R R Stones Bond Stone Country Bricks 20 mm Crushed Metal
Source of Supply Local Local Local Local Local Local Sidda reddy cross Local
Unit 1 cum 1 Cum 1 Cum 1 Cum 1 Cum 1000 Nos.
Lead in Lead Blasting Seiniorag Kms Charges Initial Cost Charges e & Cess 4.00 100.30 89.00 0.00 36.00 3.00 96.00 37.00 0.00 36.00 3.00 113.00 385.00 60.00 45.00 3.00 113.00 135.00 58.00 45.00 3.00 113.00 833.33 45.00 6.00 2000.00 35.00
Deduct Stackin g -9.20 -9.20 -15.20 -15.20 -15.20
Total 216.10 159.80 587.80 335.80 976.13 2035.00
9 20 mm HBG Metal 10 Steel 11 Cement
1 Cum 1 MT.
55.00 3.00
369.00 113.00
810.60 650.00 50250 4340
60.00 60.00
45.00 45.00
-15.20 -15.20
1269.40 852.80 50250.00 4340.00
Certified that the above leads are correct and nearest to the best of my knowledge
DATA SHEET Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. CEMENT MORTARS (1:3) (1:4) (1:5) (1:6) Cost of Sand 216.10 216.10 216.10 216.10 Cost of cement 2083.20 1562.40 1249.92 1041.60 Mixing charges 22.50 22.50 22.50 22.50 TOTAL 2321.80 1801.00 1488.52 1280.20
(1:8) 216.10 781.20 22.50 1019.80
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu.
Data for Construction of 20 KL GLSR Qty. 1.00 S.NoDescription 1 Earthwork excavation and depositing on bank with initial lead and lift in HSC soils Total 2 cement concrete (1:4:8) Using 40 mm HBG metal including cost and conveyance of all materials and labour charges etc., complete Cost of 40 mm HBG metal Cost of Sand Cost of Cement Labour Charges Sundries Total Rate Est.Cost Per
Grant : ARWS(P) 2.60 Lakhs Amount
36.00
1.00 1 Cum
36.00 36.00
EW in HSC EW in HSC
1.00
0.92 0.46 165.60 1.00 1.00
587.80 1.00 216.10 1.00 4340.00 1000.00 449.2. 1.00 1 Cum
540.78 99.41 718.70 449.20 0.01 1808.10
CC (1:3:6) 540.78 99.41 958.00 449.20 0.01 2047.40
CC(1:4:8) CC(1:4:8) CC(1:4:8) CC(1:4:8) CC(1:4:8) CC(1:4:8) CC(1:4:8) Sand filling
1.00
0.92 0.46 441.60 1.00 1.00 1.00
3 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel Cost of 20 mm Crushed metal Cost of Sand Cost of Cement Mixing Charges Vibrating Charges Labour Charges Total 4 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Raft Slab. Cost of VRCC (1:1.5:3) Centring charges Sundries Total S.NoDescription
VRCC(1:1 1/2:3) 1269.40 1.00 216.10 1.00 4340.00 1000.00 37.50 38.50 794.40 1.00 1.00 1.00 1 Cum 1167.85 99.41 1916.54 37.50 38.50 794.40 4054.20
VRCC(1:1 1/2:3) VRCC(1:1 1/2:3) VRCC(1:1 1/2:3)
VRCC(1:1 1/2:3) VRCC(1:1 1/2:3) VRCC(1:1 1/2:3) VRCC(1:1 1/2:3)
1.00 0.95
4054.20 112.00
1.00 Cum 1.00 Sqm 1 Cum
4054.20 106.40 0.00 4160.60 Amount
Qty.
Rate
Per
1.00
1.00 20.00
4 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for below Basement SIDE WALLS cost of VRCC(1:1.5:3) Centring Charges Sundries Total 5 Filling basement with sand including watering and ramming and for filling Cost of sand labour Labour charges for filling Sundries Total 6 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for BOTTOM SLAB of 15 Cm thick cost of VRCC(1:1.5:3) Centring Charges Sundries Total 8 Reinforced 'cement concrete (1:2:4) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Top slab Cost of 20 mm Mechine crushed metal Cost of Sand Cost of Cement Mixing Charges Vibrating CHARGES Labour Charges Centring Charges Sundries Total
4054.20 501.40
1.00 1.00 1 Cum
4054.20 ####### 0.00 #######
OHSR sidewalls OHSR sidewalls OHSR sidewalls White wash OHSR bottom slab. OHSR sidewalls Sand filling Sand filling Sand filling Sand filling Sand filling
1.00 1.00 1.00
159.80 12.50
1.00 1.00 1 Cum
159.80 12.50 0.00 172.30
1.00
1.00 0.95
4054.20 112.00
1.00 1.00 1 Cum
4054.20 106.40 0.00 4160.60
OHSR bottom slab. OHSR bottom slab. OHSR bottom slab. White wash OHSR bottom slab.
1.00
RCC(1:2:4) 1269.40 1.00 216.10 1.00 4340.00 1000.00 37.50 1.00 38.50 1.00 794.40 1.00 112.00 1.00 1 Cum Rate Per 1167.85 99.41 1437.41 37.50 38.50 794.40 1120.00 0.03 4695.10 Amount RCC(1:2:4) RCC(1:2:4) RCC(1:2:4) RCC(1:2:4) RCC(1:2:4) RCC(1:2:4) RCC(1:2:4) for roof slab OHSR topslab
0.92 0.46 331.20 1.00 1.00 1.00 10.00
Qty.
S.NoDescription 9 Plastering with CM(1:3) 20 mm thick with 2% accoproof powder including cost and conveyance of all materials and Labour charges etc., completed. 0.21 Cost of CM(1:3) 2.16 Accoproof powder 10.00 Labour charges 10.00
2321.80 22.00 2000.00
1.00 1.00 10.00
487.58 47.52 2000.00
Plast CM(1:3) 12mm with 2% acco proof Plast CM(1:3) 12mm with 2% acco proof Plast CM(1:3) 12mm with 2% acco proof Plast CM(1:3) 12mm with 2% acco proof
10.00
0.09 2.16 10.00
Add Vat 4% Sundries Total 10 Plastering with CM(1:3) 8 mm thick with 3% accoproof powder including cost and conveyance of all materials and Labour charges etc., completed. Cost of CM(1:3) Accoproof powder Labour charges Sundries 11 colour washing with snow cem two coats including cost and conveyance of all materials and labour charges etc., complete. Cost of White Super cem Labour charges Sundries Total 12 White washing with janata cement two coats including cost and conveyance of all materials and labour charges etc., complete. Cost of janata cement Labour charges Sundries Total 13 Cost of Fabrication charges of steel Total
10Sqm
101.40 0.04 2636.54
Plast CM(1:3) 12mm with 2% acco proof Plast CM(1:3) 12mm with 2% acco proof
2321.80 22.00 260.00
1.00 1.00 10.00 10Sqm
208.96 47.52 260.40 0.02 516.90
Plast CM(1:3) 8 mm Plast CM(1:3) 8 mm Plast CM(1:3) 12mm with 2% acco proof Plast CM(1:3) 8 mm Plast CM(1:3) 8 mm Plast CM(1:3) 8 mm
10.00
3.50 10.00
34.56 278.00
1.00 10.00 10Sqm
120.96 278.00 0.04 399.00
White wash White wash White wash White wash White wash
10.00
3.50 10.00
6.48 278.00
1.00 10.00 10Sqm
22.68 278.00 0.02 300.70
WColour wash WColour wash WColour wash WColour wash WColour wash
1.00
6.00
1.00 1 Kg
6.00 6.00
14 Brick masonry in CM(1:6) including cost and conveyance of all materials and labour charges etc., complete Cost of Bricks 512.00 0.20 Cost of CM(1:6) 1.00 Labour charges Sundries Total Qty.S.No Description 10.00 15 Plastering with CM(1:5) 12 mm thick including cost and conveyance of all materials and Labour charges etc., Cost of CM(1:5) 0.15 10.00 Labour charges Sundries Total 1.00 16 Random Rubble masonry in CM(1:8) including cost and conveyance of all materials and labour charges etc., Cost of RR Stones 1.05 0.05 Cost of Bond stone
1.00
2035.00 1000.00 1280.20 1.00 596.40 1.00 1 Cum Rate Per
1041.92 256.04 596.40 0.04 1894.40 Amount
BM in CM(1:6) BM in CM(1:6) BM in CM(1:6) BM in CM(1:6) BM in CM(1:6) BM in CM(1:6)
1488.52 390.00
1.00 10.00 10 Sqm
223.28 390.00 0.02 613.30
Plast CM(1:5) 12 mm Plast CM(1:5) 12 mm Plast CM(1:5) 12 mm Plast CM(1:5) 12 mm Plast CM(1:5) 12 mm
335.80 976.13
1.00 1.00
352.59 48.81
RRM in CM(1;8) RRM in CM(1;8) RRM in CM(1;8)
0.34 1.00
Cost of CM(1:8) Labour charges Sundries Total 17 Reinforced 'cement concrete (1:2:4) Using 20 mm Mechine crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel Cost of 20 mm Mechine crushed metal Cost of Sand Cost of Cement Labour Charges Hoisting charges Sundries Total 18 cement concrete (1:2:4) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete for Public stand Posts Cost of 20mm Crushed metel Cost of Sand Cost of Cement Labour charges Sundries Total 20 Cost of Structural Steel
1019.80 662.80
1.00 1.00 1 Cum
346.73 662.80 0.07 1411.00
RRM in CM(1;8) RRM in CM(1;8) RRM in CM(1;8) RRM in CM(1;8)
1.00
RCC(1:2:4) 1269.40 1.00 216.10 1.00 4340.00 1000.00 794.40 1.00 72.40 1.00 1 Cum 1167.85 99.41 1437.41 794.40 72.40 0.02 3571.49 RCC(1:2:4) RCC(1:2:4) RCC(1:2:4) RCC(1:2:4) RCC(1:2:4) RCC(1:2:4)
0.92 0.46 331.20 1.00 1.00 1.00 10.00
RCC(1:2:4) for roof slab 1269.40 1.00 216.10 1.00 4340.00 1000.00 449.2. 1.00 1 Cum 50250 Rate 1.00 MT Per 1167.85 99.41 1437.41 0.00 0.00 2704.70 50.25 50.25 Amount
0.92 0.46 331.20 1.00 1.00
RCC(1:2:4) for roof slab RCC(1:2:4) for roof slab RCC(1:2:4) RCC(1:2:4) RCC(1:2:4)
1.00
Description Qty.S.No 10.00 21 Pointing with CM (1:3) to RR Masonry including cost and conveyence of all materials and labour charges etc , complete. 0.09 CM (1:3) 10.00 Labour charges
2321.80 473.60
1.00 10.00 Sqm 10 Sqm
208.96 473.60 682.56
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu.
Data for Pipe line 1 For 75 mm PVC Pipes Earthwork excavation and depositing on bank with initial lead and lift in HG soils of trench of size 0.50*0.75 including laying and jointing of 75mm dia 6kg/cm2 PVC pipes and refiling the trench with excavated soils etc complete, But excluding the Pipeline 75mm PVC
0.375
36.00
1.00
13.50
Pipeline 75mm PVC
0.450 0.375 1.00
120% of earth work for pipeline 50% of earth work for refilling Lowering , laying and jointing of PVC pipes 75 mm Sundries Total 2 Cost of PVC Pipe of 6Kg/cm2 CED @ 16.32 % Total 3 Cost of PVC Pipe of 4 Kg /cm2 CED @ 16.32 % Total
36.00 8.40
1.00 1.00
16.20 3.15
Pipeline 75mm PVC
Pipeline 75mm PVC
8.40
1.00 1 Rmt
8.40 0.05 41.30
Pipeline 75mm PVC Pipeline 75mm PVC Pipeline 75mm PVC
1.00 1.00
54.93
1.00 Rmt 1 Rmt
54.93 8.96 63.89
1.00 1.00
39.55
1.00 Rmt 1 Rmt
39.55 6.45 46.00
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu.
Data for Submersible Pumpset Qty S.No Description of work Rate Per Amount
1
1
1
1
1
1
1
1
1
1
1 cost of control Pannel board with all accessories of standerd I.S.I. mark Add VAT @ 4 % Total 2 Cost of 50mm dia B class GI Pipe Add VAT @ 4 % Total 3 Cost of 50mm dia Heavy couplings Add VAT @ 4 % Total 4 Cost of 2.5mm cor plat cable wire Add VAT @ 4 % Total 5 Cost of 7/16 service wire Add VAT @ 4 % Total 6 Cost of 50mm dia Bore clamp Add VAT @ 4 % Total 7 Cost of 180mm dia Bore cover Add VAT @ 4 % Total 8 cost of 50mm dia GI Bend Add VAT @ 4 % Total 9 Cost of 50mm dia Non return volve Add VAT @ 4 % Total 10 Cost of 50mm dia heavy Flangeset Add VAT @ 4 % Total
5300
1 1 No
5300.00 212.00 5512.00 254.00 10.16 264.16 100.00 4.00 104.00 53.22 2.13 55.35 15.00 0.60 15.60 500.00 20.00 520.00 230.00 9.20 239.20 90.00 3.60 93.60 495.00 19.80 514.80 145.00 212.00 357.00 .
254
1 Rmt
100
1 No
53.22
1 Rmt
15
1 Rmt
500
1 No
230
1 No
90
1 No
495
1 No
145
1 Set
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Sub - Estimate : Construction of 20,000 Lts. Capacity E.L.S.R SubS.No Description of work Length Breadth Depth Qty. 1 Earthwork excavation and depositing on bank with initial lead and lift in HSC soils 2 cement concrete (1:4:8) Using 40 mm HBG metal including cost and conveyance of all materials and labour charges etc., complete A) For Foundations B) For Basement concrete 3 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Raft slab A) For Raft slab 4 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Side wall below Basement For Side Wall below Basement 5 Filling basement with sand including watering and ramming and labour charges etc., complete. For Side Wall below Basement 6 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for BOTTOM SLAB
Est.Cost Est.Cost Rate
2.60 Lakhs 0.00 Lakhs Per Amount
1*
3.14
4.10
1.20
1.20
18.54
36.00
1.0 m3
667
667
0
1*
3.14 0.78
4.10 4.00
1.20 4.00
0.30 0.15
4.63 1.87 6.51
1808.10
1.0 m3
11765
11765
0
1*
3.14
4.10
0.90
0.20
2.32
4160.60
1 M3
9641
9641
0
1*
3.14
4.10
0.15
2.00
3.86
14082.20
1 M3
54388
48949
0
3.8622 1* 0.785 4.00 4.00 1.85 23.24 172.30 1 M3 4004 4004 0
1*
0.785
4.25
4.25
0.15
2.13
4160.60
1.0Cum
8849
8849
0
7 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for SIDE WALLS 8 Reinforced 'cement concrete (1:2:4) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Top slab Deduct Manhole cover 9 Plastering with CM(1:3) 20mm thick with 2% accoproof powder including cost and conveyance of all materials and Labour For Side wall inside For Top of bottom slab
1*
3.14
4.10
0.10
2.00
2.57
14082.20
1.0Cum
36259
36256
0
36258.849
1* -1 *
0.79
4.50 0.60
4.50 0.60
0.10 0.10
1.59 -0.04 1.55
4695.10
1.0Cum
7294
7294
7294
127425 3.14 0.79 4.00 4.00 2.00 4.00 25.12 12.56 37.68
2636.54
10 M2
10 Plastering with CM(1:3) 8 mm thick with 3% accoproof powder including cost and conveyance of all materials and Labour charges etc., completed. For basemment above GL Side wall For Side wall For Side wall inside For Top of bottom slab For Top slab Deduct Manhole cover
169600 3.14 3.14 3.14 0.79 0.79 -1.0 4.25 4.20 4.00 4.00 4.50 0.60 1.30 2.00 2.00 4.00 4.50 0.60 17.35 26.38 25.12 12.56 15.90 -0.36 96.94
10M2
0
11 White washing with janata cement two coats including cost and conveyance of all materials and labour charges etc., complete. Inside tank alround Top of Bottom slab Ceiling of Top slab Deduct Manhole cover
3.14 0.79 0.79 -1.0
4.00 4.00 4.00 0.60
2.40 5.00 5.00 0.60
30.14 15.70 15.70 -0.36 61.18
10 M2
0
12 colour washing with snow cem two coats including cost and conveyance of all materials and labour charges etc., complete. Out side tank alround Top of Top slab Deduct Manhole cover
3.14 0.79 -1.0
4.00 4.50 0.60
4.40 5.50 0.60
55.26 19.43 -0.36 74.33
10M2
0
13 Provision for man hole cover of 600mm Dia 14 Provision for Fly proof Nylon Mesh 15 Provision for RCC pheniol 16 Provision for pre cast RCC ladder 450mm width inside 17 Provision for Lightning arrestor 18 Provision for GI Hand railing 19 Provision for MS ladder 450mm width as per approved design with MS angles etc., 20 Provision for fixing of inlet and outlet, scour and overflow pipes from tank to ground level etc., 21 Provision for cost of steel 23 Provision for writing name plate 24 Provision for cost of CI pipes and specials for vertical connections 25 Other unforeseen Items TOTAL
1 1 1
1 No 1 No 1 No
0 0 0
1 1 1
1 No 1 No 1 No
0 0 0.00
1*
4.50
-
-
-
4.50
1 Rmt
1* 1*
1.00 850 850
1 set 50250.00 Kg1000 42713
0 0
169600
0
LS LS
0 582 0.00 172825
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Sub - Estimate : Construction of Pedastel S.NoDescription of work 1 Earthwork excavation and depositing on bank with initial lead and lift in HG 2 cement concrete (1:4:8) Using 40 mm HBG metal including cost and conveyance of all materials and labour charges etc., complete A) For Foundations 3 Random Rubble masonry in CM(1:8) including cost and conveyance of all materials and labour charges etc., complete a) 1 St Step Length Breadth Depth
Grant : Est.Cost Sub- Est.Cost Qty. Rate
ARWS(P) 2.60 Lakhs #REF! Per Amount
1*
1
1.60
1.30
0.45
0.94
36.00 1Cum
34
1*
1
1.60
1.30
0.10
0.21
1808.10 1Cum
376
1*
1
1.60
1.30
1.10
2.29
1411.00 1Cum
3228
4 Brick masonry in CM(1:6) including cost and conveyance of all materials and labour charges etc., complete Deduct for door 5 Hoisting of cut stone slab lintel 6 Reinforced 'cement concrete (1:2:4) Using 20 mm Mechine crushed metal including cost and conveyance of all materials and labour charges etc., 7 Pointing with CM (1:3) mix to RR Masonry including cost and conveyence of all materials and labour charges etc , complete. 8 Plastering with CM(1:5) 12 mm thick including cost and conveyance of all materials and Labour charges etc., completed a) Outside side walls b) inside side walls C) Basement c) Roof Deduct for door 9 Supply and fixing of MS Door 8 #REF! a) Outside side b) inside side c)Deduct door
1* 1*
1 -1
4.48 0.60
0.23 0.23 total
1.00 0.70
1.03 -0.10 0.93 0.02
1894.40 1Cum #REF! 1 Cum
1769 #REF!
1*
1
1.05
0.23
0.10
1*
1
2.10
1.80
0.075
0.28
3571.49 1 Cum
1013
1*
1
5.50
0.790
4.35
682.56 10 Sqm
297
1 1 1 1 1
* * * *
1 1 1 1 -2
5.40 3.56 1.04 2.10 0.60
1.80 Total -
1.00 1.00 0.74 0.75
5.40 3.56 0.77 3.78 -0.90 12.61 30.00
613.30 10 Sqm 35 Kg
773 1050
5.4 3.56 0.6
1.00 1.00 0.75
5.40 3.56 -0.90 8.06 17.00 17.00 LS LS
300.70 10 Sqm 27300 1000Kg 4.89 1.0KG TOTAL
242 464 83 745 #REF!
9 Cost of Steel for roof slab 10 Fabrication charges of steel 11 Other unforeseen Items
1* 1* 17
17 17 -
-
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Sub - Estimate : Providing 163mm dia Bore well
Grant : Est.Cost Sub- Est.Cost Qty. Rate
ARWS(P) 2.60 Lakhs 0 Per Amount
S.No Description of work 1 Drilling of 163mm dia Bore well clear in all stratus including fixing of casing pipe, coupling, and yield test crew as required and transportation but excluding cost of casing pipes and couplings etc, complete. Add APGST at 4 %
No
Length
Breadth
Depth
150
150
245
1 Rmt
36750 1470
2 Cost of 180mm dia 6kg/cm2 PVC Pipe 3 Cost of 180mm dia Bore cap 4 Geological survey charges 5 Unforeseen item of work
15
15
380
1 Rmt
5700
1*1 1*1
1 1
120 500
1 No 1 Job LS TOTAL
120 500 5460 0
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Sub - Estimate : Providing Pumping main
Grant : Est.Cost Sub- Est.Cost Qty. Rate
ARWS(P) 2.60 10693.6 Per
Lakhs
S.NoDescription of work 1 Earthwork excavation and depositing on bank with initial lead and lift in HG soils of trench of size 0.50*0.75 including laying and jointing of 75mm dia 6kg/cm2 PVC pipes and refiling the trench with excavated soils etc complete, But excluding the 2 a) For 75 mm PVC Pipes of trench size 0.50*0.75M 3 Cost of 75 mm dia 6kg/cm2 PVC Pipes 4 Cost of Sluice valves, scour valves,valve pits , GI pipes and specials etc.
Length
Breadth
Depth
Amount
1*
1
70
-
-
70.00
41.30 1 Rmt
2891
1*
70
-
-
70.00
63.89 1 Rmt
4473
3330 TOTAL 10694
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Sub - Estimate : Gravity Main. SubS.NoDescription of work Length Breadth Depth Qty.
Grant : Est.Cost Est.Cost Rate
ARWS(P) 2.60 34176.6 Per
Lakhs
Amount
1 Earthwork excavation and depositing on bank with initial lead and lift in HG soils of trench of size 0.50*0.75 including laying and jointing of 75mm dia 4kg/cm2 PVC pipes and refiling the trench with excavated soils etc complete, But excluding the For 75 mm dia 4kg/cm2 PVC Pipes of trench size 0.50*0.75M 2 Cost of 75 mm dia 4kg/cm2 PVC Pipes 3 Cost of Sluice valves, GI pipes and PVC specials etc. TOTAL
1*
350
-
-
-
350.00
41.30 1 Rmt
14455
1*
350
-
-
-
350.00
46.00 1 Rmt
16102
3620
34177
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Sub-Estimate for Stand Post 1 cement concrete (1:2:4) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete for Public stand Posts For Platform For Standpost For Drain bottom For Curb 2 Plastering with CM(1:5) 12 mm thick including cost and conveyance of all materials and Labour charges etc., completed for For top of Platform For Stand post Fro Drain Deduct
12 12 12 12
* * * *
1.00 0.23 1.00 5.65
1.00 0.23 0.30 0.10
0.15 0.90 0.15 0.10
1.80 0.57 0.54 0.68 3.59
2704.70 1 Cum
9708
12 12 12 -12
* * * *
1.40 0.92 0.70 0.23
1.40 0.90 1.00 0.23
23.52 9.94 8.40 -0.63 41.23 LS
613.30 10 M2
2529
3 Provision for Unforseen
Total
306 12543
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Sub - Estimate : Providing Submersible Pumpset
Grant : Est.Cost Sub- Est.Cost Qty. 1 LS Rate
ARWS(P) 2.60 80000.5 Per LS
Lakhs
S.No Description of work 1 5.0 HP Submersible pump set including all accessories 2 cost of control Pannel board with all accessories of standerd I.S.I. mark 3 Cost of 50mm dia B class GI Pipe 4 Cost of 50mm dia Heavy couplings 5 Cost of 2.5mm cor plat cable wire 6 Cost of 7/16 service wire 7 Cost of 50mm dia Bore clamp 8 Cost of 180mm dia Bore cover 9 cost of 50mm dia GI Bend 10 Cost of 50mm dia Non return volve 11 Cost of 50mm dia heavy Flangeset 12 Transportation, installation and errection charges of Submersible Pumpset 13 Provision for Unforeseen item
No
Length
Breadth
Depth
Amount 29000
1
5512.00
1 No
5512
90
90
264.16
1 Rmt
23774
15
15
104.00
1 No
1560
120 100
120 100
55.35 15.60
1 Rmt 1 Rmt
6642 1560
1
520.00
1 Set
520
1 2
239.20 93.60
1 Set 1 No
239.2 187.2
1
514.80
1 No
514.8
1
357.00
1 Set
357
1
2050
1 Job
2050
LS TOTAL
8084 80000
GENERAL ABSTRACT Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu.
Grant : Est.Cost S.No Description of work Qty. 1 Drilling of borewell for source 2 Providing 5.0 HP vertical submersible pumpsets with all accessories 3 Providing pumping main with PVC pipes (as per sub estimate) 4 Construction of VRCC GLSR of capacity 20000 Lts. (as per sub estimate) 5 Provision for distribution (as per Sub Estimate) 6 Provision for Public Stand posts 7 Provision for VAT @ 2.80 % 8 Provision for Construction of Pedestal
ARWS(P) 2.60
Lakhs
RECOST ESTIMATE Rate Per Amount
1
0
0
1
80000
80000
1
10694
1 No
0
1
0
1 No
0
1
34177
1 No
0
12543
0
0
LS
10400
5040
1
1 No
0
11 Unforeseen items
LS TOTAL
169600 260000
Name of the Work :Providing PWS Scheme at Kethireddy gari Pall Grant : Est.Cost DESIGN CALCULATIONS Design data Population as per 2001 census Base year population(2006) Prospective population Ultimate population Assume per capita demand as 40 lpcd Prospective daily demand Ultimate daily demand DISCHARGES: Present Prospective Ultimate Design of pumping main
ARWS(P) 2.60 Lakhs
Design calcln. Design calcln. Design calcln. Design calcln.
1.17*P 1.22*X 1.486*X
196 230 281 342
=P =X =Y =Z
Design calcln. Design calcln. Design calcln. Design calcln.
Y*45 Z*45 X*45/960 Y*45/960 Z*45/960
12364 Lts 15390 Lts 11 LPM 13 LPM 16 LPM =A =B =C
Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln.
RL @ Foot Valve RL @ MWL of GLSR/OHSR/CISTERN Dia of Pumping Main as per thumb rule
: :
0.00 100.00
Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln.
: 0.76*(C)^0.46 However provide
2.72 75 mm 6kg/Sqcm PVC Pipes
DESIGN OF SERVICE RESERVOIR Single filling is taken into consideration , Hence provide 20KL ELSR CAPACITY OF GLSR/OHSR = PROSPECTIVE DAILY DEMAND/2 HOWEVER PROVIDE A SERVICE RESERVOIR OF CAPACITY: DESIGN OF PUMP SET CAPACITY OF PUMPSETS Static Head=MWL of OHSR/GLSR/Highest delivery Point - FVL: Frictional losses other losses Total Head H.P of Pumpset required HOWEVER PROVIDE A PUMPSET OF : : HP=LPM*HEAD/4500*40
:
7695 Lts
Design calcln.
10000 Lts E.L.S.R.
Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln.
: : :
168.00 0.01 0.00 168.01 1.20
Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln. Design calcln.
5.00 HP CAPACITY
GENERAL ABSTRACT COMPARATIVE STATEMENT Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Grant : ARWS(P) Est.Cost 2.60 S.No Description of work Qty. 1 Drilling of borewell for source 2 Providing 5.0 HP vertical submersible pumpsets with all accessories ORIGINAL ESTIMATE Rate Per Amount Lakhs REMARKS
Qty.
RECOST ESTIMATE DIFFERENCE Rate Per Amount Excess Less
1
50000
1 No
50000
1
50000
1 No
50000
0
1
80000
1 No
80000
1
80000
1 No
80000
0
3 Providing pumping main with PVC pipes (as per sub estimate) 4 Construction of VRCC GLSR of capacity 20000 Lts. (as per sub estimate) 5 Provision for distribution (as per Sub Estimate) 6 Provision for Public Stand posts 7 Provision for Electrification charges 8 Provision for Construction of Pedestal 9 Provision for Insurance premium at 0.5 % 10 Provision for Q.C charges at 0.50% 11 Unforeseen items
1
10694
1 No
10694
1
52000
1 No
52000
1
160000
1 No
160000
1
165000
1 No
165000
5000
1
34177
1 No
34177
1
36000
1 No
36000
12000
1 No
12000
1
12000
1 No
12000
0
17000
1 No
17000
1
17000
1 No
17000
1
9000
1 No
9000
1
9500
1 No
9500
500
1300
2250
1300 29500 TOTAL 404970
2250 24000 450000 5500 5500 5500
COMPARATIVE STATEMENTName of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Sub - Estimate : Providing Pumping main Grant : Est.Cost ARWS(P) 2.60 Lakhs
S.No
Description of work
No ty. Q
AS PER ORIGINAL ESTIMATE Rate Per Amount
AS PER RE-COST ESTIMATE Qty. Rate Per Amount
DIFFERENCE Excess Less
REMARKS
1 Earthwork excavation and depositing on bank with initial lead and lift in HG soils of trench of size 0.50*0.75 including laying and jointing of 75mm dia 6kg/cm2 PVC pipes and refiling the trench with excavated soils etc complete, But excluding the 2 a) For 75 mm PVC Pipes of trench size 0.50*0.75M 3 Cost of 75 mm dia 6kg/cm2 PVC Pipes 4 Cost of Sluice valves, scour valves,valve pits , GI pipes and specials etc.
1*
500
36.32
1 Rmt
18160
500.00
38.6
1 Rmt
19300
1140
1*
500
58.74
1 Rmt
29370
500.00
58.74
1 Rmt
29370
4470 TOTAL 52000 TOTAL
3330 52000 661
661 661
GRAVITY MAIN COMPARATIVE STATEMENTName of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Sub - Estimate : Providing Gravity main S.No Description of work AS PER RE-COST ESTIMATE No ty. Q Rate Per Amount Grant : Est.Cost ARWS(P) 2.60 Lakhs DIFFERENCE Excess Less REMARKS
AS PER RE-COST ESTIMATE Qty. Rate Per Amount
1 Earthwork excavation and depositing on bank with initial lead and lift in HG soils of trench of size 0.50*0.75 including laying and jointing of 75mm dia 4kg/cm2 PVC pipes and refiling the trench with excavated soils etc complete, But excluding the For 75 mm dia 4kg/cm2 PVC Pipes of trench size 0.50*0.75M 2 Cost of 75 mm dia 4kg/cm2 PVC Pipes 3 Cost of Sluice valves, GI pipes and PVC specials etc.
400
36.32
1 Rmt
14528
400
38.60
1 Rmt
15440
912
400
42.35
1 Rmt
16940
400
42.35
1 Rmt
16940
0
LS TOTAL
4532 36000
3620
LS
3620 36000 912
912 912
STAND POST COMPARATIVE STATEMENTName of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Sub - Estimate : Public Stand Post S.No Description of work AS PER ORIGINAL ESTIMATE Rate Per Amount Grant : Est.Cost ARWS(P) 2.60 Lakhs DIFFERENCE Excess Less REMARKS
No ty. Q
AS PER RE-COST ESTIMATE Qty. Rate Per Amount
1 cement concrete (1:2:4) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete for Public stand Posts 2 Plastering with CM(1:5) 12 mm thick including cost and conveyance of all materials and Labour charges etc., completed for 3 Provision for Unforseen
3.59 2305.80 1 Cum
8278
3.59
2704.70 1 Cum
9710
1432
41.23
524.60 10 Sqm LS TOTAL
2163 1559 12000
41.23 LS
613.30 10 M2
2529 305 12544
366 1254 1798 1254
COMPARATIVE STATEMENT
Name of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Grant : ARWS(P) Sub - Estimate : Construction of Pedestal Est.Cost 2.60 Lakhs AS PER ORIGINAL ESTIMATE AS PER RE-COST ESTIMATE S.No Description of work No Qty. Rate Per Amount Qty. Rate Per Amount 1 Earthwork excavation and depositing on bank with initial lead and lift in HG 2 cement concrete (1:4:8) Using 40 mm HBG metal including cost and conveyance of all materials and labour charges etc., complete A) For Foundations 3 Random Rubble masonry in CM(1:8) including cost and conveyance of all materials and labour charges etc., complete a) 1 St Step 4 Brick masonry in CM(1:6) including cost and conveyance of all materials and labour charges etc., complete 5 Hoisting of Cut stone slab Lintel 6 Reinforced 'cement concrete (1:2:4) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Top slab 7 Pointing with CM (1:3) to RR Masonry including cost and conveyence of all materials and labour charges etc , complete. S.No Description of work
DIFFERENCE Excess Less
REMARKS
1
0.94
31.72 1 Cum
30
0.94
33.90 1 Cum
32
2
34
1*
0.21 1517.40 1 Cum
319
0.21
1604.70 1 Cum
337
18
1*
2.29 1240.00 1 Cum
2840
2.29
1325.20 1 Cum
3035
195
3228
1*
0.93 1575.90 1 Cum 0.02 1318.30 1 Cum
1466 26
0.93 0.02
1717.3 1 Cum 1432.5 1 Cum
1597 29
131 3
1*
0.28 2892.70 1 Cum
810
0.28
3014.8 1 Cum
844
34
1013
4.35 585.90 10 Sm 255 AS PER ORIGINAL ESTIMATE No Qty. Rate Per Amount
4.35 619.5 10 Sm 269 15 AS PER RE-COST ESTIMATE DIFFERENCE Qty. Rate Per Amount Excess Less
REMARKS
8 Plastering with CM(1:5) 12 mm thick including cost and conveyance of all materials and Labour charges etc., comple. 9 Supply and fixing of MS Door including all charges etc.complete. 10 Colour washing with Super cem two coats over janata cement one coat including cost and conveyance of all materials and labour charges etc., complete.
12.61
524.60 10 Sm
662
12.61
554.2 10 Sm
699
37
1*
30
35.00
1 Kg
1050
30.00
35 1 Kg
1050
1050
8.06
350.80 10 Sm
283
8.06
300.70 10 Sm
242
-40 242
11 Cost of Steel for roof slab 12 Fabrication charges of steel 13 Other unforeseen Items
1* 1*
17 ####### 1000 Kg 17 4.47 1 Kg
464 76 719
17.00 17.00
27300 1000 Kg 4.89 1 Kg
464 83 762 7 43 500 0
464 83 745 #REF!
TOTAL
9000
TOTAL
9443
COMPARATIVE STATEMENTName of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. SubSub - Estimate : Construction of 20,000 Lts. Capacity VRCC E.L.S.R S.No Description of work AS PER ORIGINAL ESTIMATE Rate Per Amount Est.Cost Est.Cost 2.40 Lakhs 1.65 Lakhs DIFFERENCE Excess Less REMARKS
No ty. Q
AS PER RE-COST ESTIMATE Qty. Rate Per Amount
1 Earthwork excavation and depositing on bank with initial lead and lift in HG 2 cement concrete (1:4:8) Using 40 mm HBG metal including cost and conveyance of all materials and labour charges etc., complete A) For Foundations and Basement 3 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Raft slab A) For Raft slab 4 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Side wall below Basement For Side Wall below Basement 5 Filling basement with sand including watering and ramming and labour charges etc., complete. For Side Wall below Basement S.No Description of work
18.54
31.72
1 Cum
588
18.54
33.90
1 Cum
629
41
6.51
1517.4
1 Cum
9878
6.51
1604.7
1 Cum
10447
569
2.32 3407.80
1 Cum
7906
2.32
3537.80
1 M3
8198
292
2.57 11296.4
1 Cum
29032
2.57
11746.8
1 Cum
30189
1157
14.44 160 1 Cum 2310 AS PER ORIGINAL ESTIMATE No ty. Q Rate Per Amount
14.44 173.3 1 Cum 2502 192 AS PER RE-COST ESTIMATE DIFFERENCE Qty. Rate Per Amount Excess Less
REMARKS
6 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for BOTTOM SLAB 7 Vibrated Reinforced cement concrete (1:1.5:3) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for SIDE WALLS 8 Reinforced 'cement concrete (1:2:4) Using 20 mm Crushed metal including cost and conveyance of all materials and labour charges etc., complete but excluding cost of Steel for Top slab 9 Plastering with CM(1:3) 20mm thick with 2% accoproof powder including cost and conveyance of all materials and Labour charges etc., completed. For all round the tank 10 Plastering with CM(1:3) 8 mm thick with 3% accoproof powder including cost and conveyance of all materials and Labour charges etc., completed. For basemment below Side wall 11 colour washing with snow cem two coats including cost and conveyance of all materials and labour charges etc., complete. For out side all round the tank 12 White washing with janata cement two coats including cost and conveyance of all materials and labour charges etc., complete. S.No Description of work
2.08
3351.7
1 Cum
6972
2.08
3537.5
1 Cum
7358
386
2.57 11296.4
1 Cum
29032
2.57
11796.2
1 Cum
30316
1284
1.55
3703.4
1 Cum
5740
1.55
3948.5
1 Cum
6120
380
37.68
1174.5
10 Sqm
4426
37.68
1593.89 10 Sqm
6006
1580
59.06
417.6
10 Sqm
2466
59.06
530.9 10 Sqm
3136
669
49.88
237 10 Sqm
1182
49.88
466.4 10 Sqm
2326
1144
48.96 350.8 10 Sqm 1718 AS PER ORIGINAL ESTIMATE No ty. Q Rate Per Amount
48.96 354.2 10 Sqm 1734 17 AS PER RE-COST ESTIMATE DIFFERENCE Qty. Rate Per Amount Excess Less
REMARKS
13 Provision for man hole cover of 600mm Dia 14 Provision for Fly proof ventilator
1 1
450 150
1 No 1 No
450 150
1.00 1.00
450 150
1 No 1 No
450 150
15 Provision for RCC pheniol 16 Provision for pre cast RCC ladder 450mm width inside 17 Provision for Lightning arrestor 18 Provision for GI railing 19 Provision for MS ladder 450mm width as per approved design with MS angles etc., 20 Provision for fixing of inlet and outlet, scour and overflow pipes from tank to ground level etc., 21 Provision for cost of steel 22 Fabrication charges of steel 23 Provision for writing name plate 24 Provision for Water level indictor 25 Provision for cost of CI pipes and specials for vertical connections 26 Other unforeseen Items TOTAL
1 1 1 1
600 700 4500 3000
1 No 1 No 1 No 1 No
600 700 4500 3000
1.00 1.00 1.00 1.00
600 700 4500 3000
1 No 1 No 1 No 1 No
600 700 4500 3000
4.5
750
1 Rmt
3375
4.50
750
1 Rmt
3375
1 800 800 1 1
1000
1 No
1000 21840 3576 500 1500
1.00 800.00 800.00 1.00 1.00
1000
1 No
1000 21840 3912 500 1500 336
27300 1000 Kg 4.47 500 1500 1 Kg 1 No 1 Job
27300 1000 Kg 4.89 500 1500 1 Kg 1 No 1 Job
1
2000
LS LS
2000 15559 160000
1.00
4000
LS LS
4000 10512 165000
2000 5047 10047 5047
BORE WELL COMPARATIVE STATEMENTName of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. SubSub - Estimate : Providing 163mm dia Bore well S.No Description of work AS PER ORIGINAL ESTIMATE Rate Per Amount Est.Cost Est.Cost 3.40 Lakhs 50000 DIFFERENCE Excess Less REMARKS
No ty. Q
AS PER RE-COST ESTIMATE Qty. Rate Per Amount
1 Drilling of 163mm dia Bore well clear in all stratus including fixing of casing pipe, coupling, and yield test crew as required and transportation but excluding cost of casing pipes and couplings etc, complete. Add APGST at 4 % 2 Cost of 180mm dia 6kg/cm2 PVC Pipe 3 Cost of 180mm dia Bore cap 4 Geological survey charges 5 Unforeseen item of work
150
225
1 Rmt
33750 1350
150
245
1 Rmt
36750 1470
3000 120
15
380
1 Rmt
5700
15
380
1 Rmt
5700
1 1
120 500
1 No 1 Job LS TOTAL
120 500 8580 50000
1 1
120 500 652
1 No 1 Job LS
120 500 5460 50000 3120 3120 3120
SUBMERSIBLE PUMP SETName of the Work :Providing PWS Scheme at Kethireddy gari Palle, H/O Bandrevu. Sub - Estimate : Providing Submersible Pumpset S.No Description of work AS ORIGINAL ESTIMATE No Qty. Rate Per Amount
COMPARATIVE STATEMENT
Grant : ARWS(P) Est.Cost 2.60 Lakhs Sub- Est.Cost 80000.5 AS PER RE-COST ESTIMATE Qty. Rate Per Amount
DIFFERENCE Excess Less
REMARKS
1 5.0 HP Submersible pump set including all accessories 2 cost of control Pannel board with all accessories of standerd I.S.I. mark 3 Cost of 50mm dia B class GI Pipe 4 Cost of 50mm dia Heavy couplings 5 Cost of 2.5 Sqmm cor plat cable wire 6 Cost of 7/16 service wire 7 Cost of 50mm dia Bore clamp 8 Cost of 180mm dia Bore cover 9 cost of 50mm dia GI Bend 10 Cost of 50mm dia Non return volve 11 Cost of 50mm dia heavy Flangeset 12 Transportation, installation and errection charges of Submersible Pumpset 13 Provision for Unforeseen item
1
LS
LS
29000
1
LS
LS
29000
1 90 15 120 100 1 1 2 1 1
5000 230 90 60 15 500 425 90 495 145
1 No 230 1 No 1 Rmt 1 Rmt 1 Set 1 Set 1 No 1 No 1 Set
5000 20700 1350 7200 1500 500 425 180 495 145
1 90 15 120 100 1 1 2 1 1
5512 264.16 104 55.35 15.6 520 239.2 93.6 514.8 357
1 No 230 1 No 1 Rmt 1 Rmt 1 Set 1 Set 1 No 1 No 1 Set
5512 23774 1560 6642 1560 520 239 187 515 357
512 3074 210 558 60 20 186 7 20 212
1
1900 LS
1 Job
1900 11605
1
2050 LS
1 Job
2050 8083
150 3522 4265 4266
TOTAL
80000
TOTAL
80000
TEST PRESSURE Code No. Description 1 2 3 4 5 6 Manufacture, Supply and delivery of Unplasticised PVCs Pipes for potable water supplies conforming to IS : 4985/2000 (third revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive o
Calculated with CED @ 16% Cess@ 2% on ED and APVAT @ 4%
resin cost
55740
2.5 4.0 6 Kgs/cm Kgs/cm Kgs/cm DIA IN MM Rate/Metre 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 3152 2 2
-------32.35 48.75 62.86 77 102.45 128.52 165.12 213.13 257 331.27 416.94
-----24.5 35.1 49.43 71.5 93.25 116.2 153.55 195.8 238.3 313.72 339.6 478.94 608.13
---15.48 22.8 34.91 48.69 69.77 101.28 127.24 165.93 215.82 279.39 337.91 453.06 559.95 706.08 885.24
10 Kgs/cm2 6.28 9.81 15.66 24.02 37.29 53.92 77 109.15 163.87 214.75 264.11 348.9 447.96 542.59 721.52 880.41 1,116.61 1,407.87
4.0 6 2.5 10 Kgs/cm Kgs/cm 2 2 2 Kgs/cm Kgs/cm2
43.7513 65.7441 84.595 103.683 137.887 173.019 221.292
33.263 47.535 66.954 96.743 126.15 157.18 207.43 264.6 321.83
20.864 30.765 47.39 66.051 94.635 137.25 173.38 224.87 292.16 377.75 457.97
29.05767 45.11076 65.22853 93.14906 132.0418 198.2381 259.7891 319.5013 422.0741 541.9098 656.3863
Note: The IPCL resin cost adopted for the above rates are Rs.49,000/- per MT (including CED) The veriation in cost of PVC pipes due to increase / decrease in raw material cost shall be allowed subject to the following price variation formula. The price variation formula to be adopted is as follows: P2 = P1 + (A2 - A1) /1000 x M x 0.95 (for increase in raw material cost) P2 = P1 - (A1 - A2) /1000 x M x 0.95 (for decrease in raw material cost) P2 = Revised pipe price in Rs. Per Meter P1 = Existing pipe price in Rs. Per Meter A2 = Revised price of raw material Rs. Per MT A1 = Existing price of raw material Rs. Per MT M = Weight of pipe in Kgs per Meter as per weight chart. Note: The duties and taxes as applicable may be added as per rules at the time of preparation of estimate.
Unit weight of pipe per Rmt.
Check
32.35 36.16619 5.78659 0.115732 1.68274 43.75125
DIA IN MM2.5 20 -25 -32 -40 -50 -63 -75 -90 110 125 140 160 180 200 225 250 280 315
Kgs/cm Kgs/cm2 Kgs/cm2 Kgs/cm2 4.0 6 10 -------0.276 -0.411 0.468 0.666 0.655 0.923 0.596 0.924 1.321 0.874 1.323 1.902 1.104 1.722 2.511 1.36 2.144 3.116 1.801 2.799 4.012 2.265 3.581 5.134 2.781 4.331 6.351