New Boq Of Circulating Area
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SCHEDULE OF ITEMS RATE AND BALANCE QUANTITYES (BOQ) Name of Work: Construction of Balance RCC ramp approaches at Anantnag Station Yard of Qazigund Baramulla section of New BG Rail Line Project, J&K.
Sl no
BOQ Item no
SCHEDULE A:
1
1
1.1 2
2
3
2.1
3
Quantity
Unit
Rate
Amount
Refference DSR-02
600.00
cum
91.50
54,900.00
2.6.1
All kinds of soil.
900.00
cum
12.45
11,205.00
27.1
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
400.00
cum
30.25
12,100.00
2.26
Description of Item SUB HEAD NO-1: EARTH WORK Earth work in excavation over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed All kinds of soil. Extra for every additonal lift of 1.5 m or part thereof in :
SUB HEAD NO-7: CEMENT CONCRETE
4
1
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level
1.2
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
BOQ OF CIRCULATING AREA.xls
15.00
Page 1 of 8
-
cum
1404.70
21,070.50
4.5.8
SUB HEAD NO-8: REINFORCED CEMENT CONCRETE
1
5
1.1 1.2
6
1.2.1 2
7
2.1 3
8
3.1
9
3.2
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement.includingAdmixtures in recommended proportions.(as per IS 9103) to accelerate, retard setting of concrete improve workability without imparing strength and durability as per direction of Engineer-in -chargeM-20grade reinforced cement concrete All work upto plinth level All work from plinth level upto floor V level. Walls, columns, pillars, posts and struts Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. Centring and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
100.00
cum
2284.05
228,405.00
5.42.1
50.00
cum
2411.40
120,570.00
4.42.2.1
150.00
cum
84.00
12,600.00
5.44.1
25.00
sqm
61.10
1,527.50
5.14.1
600.00
sqm
106.40
63,840.00
5.14.2
50.00
metre
126.65
12.78.2
60.00
cum
528.00
6,332.50 532,550.50 31,680.00
9,500.00
kg
40.60
SUB HEAD NO-13: MISCELLANEOUS
1
10
1.1
Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diameter
TOTAL OF SCHEDULE A : 11 1 SCHEDULE B : 11 1
GSB filling
TMT steel bar TOTAL OF SCHEDULE B :
385,700.00 385,700.00
TOTAL OF SCHEDULE A :
532,550.50 Add 45%
772,198.23
TOTAL OF SCHEDULE B :
385,700.00 Add 30%
501,410.00 31,680.00
918,250.50
BOQ OF CIRCULATING AREA.xls
Page 2 of 8
GRAND TOTAL
1,305,288.23
Name of Work: Construction of Balance RCC ramp approaches at Anantnag Station Yard of Qazigund Baramulla section of New BG Rail Line Project, J&K.
Sl no
BOQ Item no
SCHEDULE A:
1
1
1.1 2
2
3
2.1
3
Quantity
Unit
Rate
Amount
Refference DSR-02
600.00
cum
101.85
61,110.00
2.6.1
All kinds of soil.
900.00
cum
18.90
17,010.00
2.26.1
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
400.00
cum
45.70
18,280.00
2.25
Description of Item SUB HEAD NO-1: EARTH WORK Earth work in excavation over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed All kinds of soil. Extra for every additonal lift of 1.5 m or part thereof in :
SUB HEAD NO-7: CEMENT CONCRETE
4
1
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level
1.2
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
BOQ OF CIRCULATING AREA.xls
15.00
Page 3 of 8
-
cum
2449.00
36,735.00
4.1.8
SUB HEAD NO-8: REINFORCED CEMENT CONCRETE
1
5
1.1 1.2
6
1.2.1 2
7
2.1 3
8
3.1
9
3.2
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement.includingAdmixtures in recommended proportions.(as per IS 9103) to accelerate, retard setting of concrete improve workability without imparing strength and durability as per direction of Engineer-in -chargeM-25 grade reinforced cement concrete
150.00
cum
4147.40
622,110.00
5.33
50.00
cum
92.90
4,645.00
5.38
-
cum
84.00
-
25.00
sqm
119.25
2,981.25
5.9.1
600.00
sqm
180.40
108,240.00
5.9.2
50.00 60.00
metre cum
163.40 425.00
8,170.00 25,500.00 904,781.25
12.40.2
9,500.00
kg
42.70
405,650.00 405,650.00
5.22.6
All work upto plinth level All work from plinth level upto floor V level. Add for Walls, columns, pillars, posts and struts Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. Centring and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
SUB HEAD NO-13: MISCELLANEOUS
1
10 11
1.1 1
Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diameter GSB filling
TOTAL OF SCHEDULE A : SCHEDULE B : 11 1
TMT steel bar TOTAL OF SCHEDULE B : TOTAL OF SCHEDULE A :
904,781.25 Add 05%
950,020.31
TOTAL OF SCHEDULE B :
405,650.00 Add 20%
486,780.00
1,310,431.25
BOQ OF CIRCULATING AREA.xls
Page 4 of 8
GRAND TOTAL
1,436,800.31
wall type 1m Wall 1.5 m Wall 2.0 m Wall 3.0 m Wall 4.0 m Wall
PCC/ GSB M-20 up to M-20 above foundation Wall Length Width GSB PCC plinth plinth Shuttring Shuttring 0.00 1.6 0 0 0.000 0.000 0.000 0.000 0.00 2.2 0 0 0.000 0.000 0.000 0.000 6.00 2.7 4.86 1.62 11.550 6.000 3.000 90.000 6.65 3.8 7.58 2.53 18.886 7.481 3.990 106.400 22.00 4.8 31.68 10.56 67.430 34.320 15.400 378.400 34.65 44.12 14.71 97.87 47.80 22.39 574.80
back fill boulder 124.74 PVC pipe 56 Railing 623.7
wall type 1m Wall 1.5 m Wall 2.0 m Wall 3.0 m Wall 4.0 m Wall
PCC/ GSB Length Width GSB PCC 6.00 1.6 2.88 6.00 2.2 3.96 0.00 2.7 0 0.00 3.8 0 7.00 4.8 10.08 19.00 16.92
back fill boulder PVC pipe Railing
68.4 56 342
M-20 up to M-20 above foundation Wall plinth plinth Shuttring Shuttring 0.96 7.350 4.500 3.000 78.000 1.32 8.850 5.250 3.000 84.000 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 3.36 21.455 10.920 4.900 120.400 5.64 37.66 20.67 10.90 282.40
Excavatio Steel n 0.000 0 0.000 0 720.000 64.8 1197.000 101.08 7040.000 422.4 8957.00 588.28
Excavatio Steel n 390.000 38.4 480.000 52.8 0.000 0 0.000 0 2240.000 134.4 3110.00 225.60
Variation Statement of External Development Works, Anantnag
Sl no
BOQ Item no
SCHEDULE A:
1
1
1.1 2
2
3
2.1
3
Unit
BOQ Quantity of M-12
Expected Quantity after Completion
Above BOQ+25% Quantity
Rate
cum
4,200.00
6,200.00
NIL
101.85
All kinds of soil.
cum
4,000.00
4,200.00
-
18.90
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
cum
8,000.00
5,000.00
-
45.70
500.00
300.00
-
2449.00
Description of Item SUB HEAD NO-1: EARTH WORK Earth work in excavation over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed All kinds of soil. Extra for every additonal lift of 1.5 m or part thereof in :
SUB HEAD NO-7: CEMENT CONCRETE
4
1
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level
1.2
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
BOQ OF CIRCULATING AREA.xls
cum
Page 7 of 8
SUB HEAD NO-8: REINFORCED CEMENT CONCRETE
1
5
1.1 1.2
6
1.2.1 3
8
3.1
9
3.2
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement.includingAdmixtures in recommended proportions.(as per IS 9103) to accelerate, retard setting of concrete improve workability without imparing strength and durability as per direction of Engineer-in -chargeM-25 grade reinforced cement concrete All work upto plinth level All work from plinth level upto floor V level. Add for Walls, columns, pillars, posts and struts Centring and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
cum
1,000.00
1,200.00
-
4147.40
cum
100.00
270.00
145.00
92.90
sqm
100.00
200.00
NIL
119.25
sqm
1,200.00
3,500.00
2,000.00
180.40
metre
2,000.00
240.00
-
163.40
cum
3,500.00
2,500.00
-
425.00
kg
80,000.00
92,000.00
-
42.70
SUB HEAD NO-13: MISCELLANEOUS
1
Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diameter
10
1.1
11
1
GSB filling
11
1
TMT steel bar
BOQ OF CIRCULATING AREA.xls
Page 8 of 8
Sl no
BOQ Item no
SCHEDULE A:
1
1
1.1 2
2
3
2.1
3
Quantity
Unit
Rate
Amount
Refference DSR-02
600.00
cum
91.50
54,900.00
2.6.1
All kinds of soil.
900.00
cum
12.45
11,205.00
27.1
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
400.00
cum
30.25
12,100.00
2.26
Description of Item SUB HEAD NO-1: EARTH WORK Earth work in excavation over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed All kinds of soil. Extra for every additonal lift of 1.5 m or part thereof in :
SUB HEAD NO-7: CEMENT CONCRETE
4
1
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level
1.2
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
BOQ OF CIRCULATING AREA.xls
15.00
Page 1 of 8
-
cum
1404.70
21,070.50
4.5.8
SUB HEAD NO-8: REINFORCED CEMENT CONCRETE
1
5
1.1 1.2
6
1.2.1 2
7
2.1 3
8
3.1
9
3.2
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement.includingAdmixtures in recommended proportions.(as per IS 9103) to accelerate, retard setting of concrete improve workability without imparing strength and durability as per direction of Engineer-in -chargeM-20grade reinforced cement concrete All work upto plinth level All work from plinth level upto floor V level. Walls, columns, pillars, posts and struts Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. Centring and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
100.00
cum
2284.05
228,405.00
5.42.1
50.00
cum
2411.40
120,570.00
4.42.2.1
150.00
cum
84.00
12,600.00
5.44.1
25.00
sqm
61.10
1,527.50
5.14.1
600.00
sqm
106.40
63,840.00
5.14.2
50.00
metre
126.65
12.78.2
60.00
cum
528.00
6,332.50 532,550.50 31,680.00
9,500.00
kg
40.60
SUB HEAD NO-13: MISCELLANEOUS
1
10
1.1
Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diameter
TOTAL OF SCHEDULE A : 11 1 SCHEDULE B : 11 1
GSB filling
TMT steel bar TOTAL OF SCHEDULE B :
385,700.00 385,700.00
TOTAL OF SCHEDULE A :
532,550.50 Add 45%
772,198.23
TOTAL OF SCHEDULE B :
385,700.00 Add 30%
501,410.00 31,680.00
918,250.50
BOQ OF CIRCULATING AREA.xls
Page 2 of 8
GRAND TOTAL
1,305,288.23
Name of Work: Construction of Balance RCC ramp approaches at Anantnag Station Yard of Qazigund Baramulla section of New BG Rail Line Project, J&K.
Sl no
BOQ Item no
SCHEDULE A:
1
1
1.1 2
2
3
2.1
3
Quantity
Unit
Rate
Amount
Refference DSR-02
600.00
cum
101.85
61,110.00
2.6.1
All kinds of soil.
900.00
cum
18.90
17,010.00
2.26.1
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
400.00
cum
45.70
18,280.00
2.25
Description of Item SUB HEAD NO-1: EARTH WORK Earth work in excavation over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed All kinds of soil. Extra for every additonal lift of 1.5 m or part thereof in :
SUB HEAD NO-7: CEMENT CONCRETE
4
1
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level
1.2
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
BOQ OF CIRCULATING AREA.xls
15.00
Page 3 of 8
-
cum
2449.00
36,735.00
4.1.8
SUB HEAD NO-8: REINFORCED CEMENT CONCRETE
1
5
1.1 1.2
6
1.2.1 2
7
2.1 3
8
3.1
9
3.2
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement.includingAdmixtures in recommended proportions.(as per IS 9103) to accelerate, retard setting of concrete improve workability without imparing strength and durability as per direction of Engineer-in -chargeM-25 grade reinforced cement concrete
150.00
cum
4147.40
622,110.00
5.33
50.00
cum
92.90
4,645.00
5.38
-
cum
84.00
-
25.00
sqm
119.25
2,981.25
5.9.1
600.00
sqm
180.40
108,240.00
5.9.2
50.00 60.00
metre cum
163.40 425.00
8,170.00 25,500.00 904,781.25
12.40.2
9,500.00
kg
42.70
405,650.00 405,650.00
5.22.6
All work upto plinth level All work from plinth level upto floor V level. Add for Walls, columns, pillars, posts and struts Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. Centring and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
SUB HEAD NO-13: MISCELLANEOUS
1
10 11
1.1 1
Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diameter GSB filling
TOTAL OF SCHEDULE A : SCHEDULE B : 11 1
TMT steel bar TOTAL OF SCHEDULE B : TOTAL OF SCHEDULE A :
904,781.25 Add 05%
950,020.31
TOTAL OF SCHEDULE B :
405,650.00 Add 20%
486,780.00
1,310,431.25
BOQ OF CIRCULATING AREA.xls
Page 4 of 8
GRAND TOTAL
1,436,800.31
wall type 1m Wall 1.5 m Wall 2.0 m Wall 3.0 m Wall 4.0 m Wall
PCC/ GSB M-20 up to M-20 above foundation Wall Length Width GSB PCC plinth plinth Shuttring Shuttring 0.00 1.6 0 0 0.000 0.000 0.000 0.000 0.00 2.2 0 0 0.000 0.000 0.000 0.000 6.00 2.7 4.86 1.62 11.550 6.000 3.000 90.000 6.65 3.8 7.58 2.53 18.886 7.481 3.990 106.400 22.00 4.8 31.68 10.56 67.430 34.320 15.400 378.400 34.65 44.12 14.71 97.87 47.80 22.39 574.80
back fill boulder 124.74 PVC pipe 56 Railing 623.7
wall type 1m Wall 1.5 m Wall 2.0 m Wall 3.0 m Wall 4.0 m Wall
PCC/ GSB Length Width GSB PCC 6.00 1.6 2.88 6.00 2.2 3.96 0.00 2.7 0 0.00 3.8 0 7.00 4.8 10.08 19.00 16.92
back fill boulder PVC pipe Railing
68.4 56 342
M-20 up to M-20 above foundation Wall plinth plinth Shuttring Shuttring 0.96 7.350 4.500 3.000 78.000 1.32 8.850 5.250 3.000 84.000 0 0.000 0.000 0.000 0.000 0 0.000 0.000 0.000 0.000 3.36 21.455 10.920 4.900 120.400 5.64 37.66 20.67 10.90 282.40
Excavatio Steel n 0.000 0 0.000 0 720.000 64.8 1197.000 101.08 7040.000 422.4 8957.00 588.28
Excavatio Steel n 390.000 38.4 480.000 52.8 0.000 0 0.000 0 2240.000 134.4 3110.00 225.60
Variation Statement of External Development Works, Anantnag
Sl no
BOQ Item no
SCHEDULE A:
1
1
1.1 2
2
3
2.1
3
Unit
BOQ Quantity of M-12
Expected Quantity after Completion
Above BOQ+25% Quantity
Rate
cum
4,200.00
6,200.00
NIL
101.85
All kinds of soil.
cum
4,000.00
4,200.00
-
18.90
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
cum
8,000.00
5,000.00
-
45.70
500.00
300.00
-
2449.00
Description of Item SUB HEAD NO-1: EARTH WORK Earth work in excavation over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed All kinds of soil. Extra for every additonal lift of 1.5 m or part thereof in :
SUB HEAD NO-7: CEMENT CONCRETE
4
1
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level
1.2
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
BOQ OF CIRCULATING AREA.xls
cum
Page 7 of 8
SUB HEAD NO-8: REINFORCED CEMENT CONCRETE
1
5
1.1 1.2
6
1.2.1 3
8
3.1
9
3.2
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering, finishing and reinforcement.includingAdmixtures in recommended proportions.(as per IS 9103) to accelerate, retard setting of concrete improve workability without imparing strength and durability as per direction of Engineer-in -chargeM-25 grade reinforced cement concrete All work upto plinth level All work from plinth level upto floor V level. Add for Walls, columns, pillars, posts and struts Centring and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
cum
1,000.00
1,200.00
-
4147.40
cum
100.00
270.00
145.00
92.90
sqm
100.00
200.00
NIL
119.25
sqm
1,200.00
3,500.00
2,000.00
180.40
metre
2,000.00
240.00
-
163.40
cum
3,500.00
2,500.00
-
425.00
kg
80,000.00
92,000.00
-
42.70
SUB HEAD NO-13: MISCELLANEOUS
1
Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diameter
10
1.1
11
1
GSB filling
11
1
TMT steel bar
BOQ OF CIRCULATING AREA.xls
Page 8 of 8
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