Variation Of M-12

SCHEDULE OF ITEMS RATE AND BALANCE QUANTITYES (BOQ) Name of Work: Construction of Miscellenious External Development Works ie. RCC ramp approaches and/ or stair cases approaches to station building, Circulating area, roads, Flood opening channels, Culvert, boundary fencings, retaining walls, water supply, sewarage and drainage arrangement and other ancilliary works at Anantnag and Bijbehera Station Yard of Qazigund Baramulla section of New BG Rail Line Project, J&K. BOQ Item Anantnag Description of Item no Qty SCHEDULE A: SUB HEAD NO-1: EARTH WORK

Bijbehera Qty

Total Quantity

Unit

Rate

Amount

Refference DSR-02

4,200.00

576.00

4,776.00

cum

91.50

437,004.00

2.6.1

800.00

1,000.00

1,800.00

metre

95.55

171,990.00

2.10.1.2

50.00

200.00

250.00

metre

125.17

31,292.50

2.11

6,000.00

3,000.00

9,000.00

cum

93.55

841,950.00

2.8.1

All kinds of soil.

4,000.00

300.00

4,300.00

cum

12.45

53,535.00

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

8,000.00

3,500.00

11,500.00

cum

30.25

347,875.00

2.26

Sl no

1

1

1.1

2

2.1 2

2.1.1

3

3

4

4

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. Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and desposing surplus excavated soil as directed, within a lead of 50m. All kinds of soil. Pipes, cables etc. exceeding 80mm dia. but not exceeding 300 mm dia. Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 Meter.) Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil

All kinds of soil. Extra for every additonal lift of 1.5 m or part thereof in :

5

6

5.1

6

SUB HEAD NO-2: WATER SUPPLY 1 7 8 9 10 11

1.1 1.2 1.3 1.4 1.5

-

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work)

GI pipes 32 mm NB GI pipes 40 mm NB GI pipes 50 mm NB GI pipes 65 mm NB GI pipes 80 mm NB

BOQ OF CIRCULATING AREA.xls

800.00 1,200.00 400.00 600.00 300.00

400.00 960.00 320.00 600.00 250.00

Page 1 of 24

1,200.00 2,160.00 720.00 1,200.00 550.00

metre metre metre metre metre

103.55 116.50 161.90 195.25 275.15

124,260.00 251,640.00 116,568.00 234,300.00 151,332.50

20.3.4 20.3.5 20.3.6 20.3.7 20.3.8

2 12 13 14 15 16

2.1 2.2 2.3 2.4 2.5 3

17 18 19 20 21

3.1 3.2 3.3 3.4 3.5 4

22 23 24 25 26

4.1 4.2 4.3 4.4 4.5

5

27

5.1

Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end )

32 mm NB 40 mm NB 50 mm NB 65 mm NB 80 mm NB

15.00 8.00 5.00 5.00 4.00

13.00 9.00 7.00 7.00 3.00

28.00 17.00 12.00 12.00 7.00

metre metre metre metre metre

230.85 287.35 427.15 566.95 902.20

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality.

32 mm NB Pipes 40 mm NB Pipes 50 mm NB Pipes 65 mm NB Pipes 80 mm NB Pipes

800.00 1,200.00 400.00 600.00 300.00

400.00 960.00 320.00 600.00 250.00

1,200.00 2,160.00 720.00 1,200.00 550.00

metre metre metre metre metre

3.10 3.50 4.15 5.10 5.95

800.00 1,200.00 400.00 600.00 300.00

400.00 960.00 320.00 600.00 250.00

1,200.00 2,160.00 720.00 1,200.00 550.00

metre metre metre metre metre

16.60 16.80 17.40 27.50 28.35

-

1

1

Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design.

BOQ OF CIRCULATING AREA.xls

3,720.00 7,560.00 2,988.00 6,120.00 3,272.50

20.78.4 20.78.5 20.78.6 20.78.7 20.78.8

-

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately)

80mm dia

20.9.4 20.9.5 20.9.6 20.9.7 20.9.8

-

Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work.

32 mm NB 40 mm NB 50 mm NB 65 mm NB 80 mm NB

6,463.80 4,884.95 5,125.80 6,803.40 6,315.40

Page 2 of 24

2

19,920.00 36,288.00 12,528.00 33,000.00 15,592.50

20.79.4 20.79.5 20.79.6 20.79.7 20.79.8

-

nos

3940.00

7,880.00

20.101.2

28

29

6.1

7.1

With FPS bricks Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design.

With FPS bricks

25

28

53

nos

385.70

20,442.10

20.50.2

8

9

17 -

nos

2187.65

37,190.05 -

20.51.2

200.00

800.00

1,000.00

cum

1383.00

1,383,000.00

6.2.1

SUB HEAD NO-3: BRICK WORK 30

1

Brick work with Modular bricks of class designation 75 in foundation and plinth in : 1:4 cement morter (1 cement : 4 fine sand) .

BOQ OF CIRCULATING AREA.xls

Page 3 of 24

SUB HEAD NO-4: STONE MASONRY

31

1

32

1.1 1.2

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : Cement mortar 1:6 (1 Cement : 6 coarse sand) Extra for random rubble masonry with hard stone in superstructure above floor five level, for every four floors or part thereof.

1,000.00

-

1,900.00

2,900.00

cum

1259.75

cum

1259.75

7.1.1

cum

206.65

7.3

SUB HEAD NO-5: FINISHING 33

1

12 mm cement plaster of mix : 1:4 morter

34

2

Net Cement punning

3 35

3.1

36

1.1

2,000.00

2,300.00

4,300.00

sqm

52.00

223,600.00

13.11.2

2,000.00

2,300.00

4,300.00

sqm

13.30

57,190.00

13.26

80.00

50.00

130.00

sqm

24.25

3,152.50

13.93.1

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 50mm thick with 20mm nominal size stone aggregate

-

400.00

750.00

1,150.00

sqm

133.60

SUB HEAD NO-7: CEMENT CONCRETE 1

37

1.1

38

1.2

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

39

1.1 1.2

40

1.2.1

41

1.2.2

2 42

2.1 3

153,640.00

11.4.3

-

50.00

560.00

610.00

cum

1843.00

1,124,230.00

4.5.3

500.00

720.00

1,220.00

cum

1404.70

1,713,734.00

4.5.8

SUB HEAD NO-8: REINFORCED CEMENT CONCRETE

1

7.1.1

-

SUB HEAD NO-6: FLOORING

1

3,653,275.00

-

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 -charge-M-20grade reinforced cement concrete All work upto plinth level All work from plinth level upto floor V level. Walls, columns, pillars, posts and struts Beams, plinth beams, girders, bressumers, cantilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. 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

BOQ OF CIRCULATING AREA.xls

1,000.00

580.00

1,580.00

cum

2284.05

3,608,799.00

5.42.1

100.00

250.00

350.00

cum

2411.40

843,990.00

4.42.2.1

50.00

60.00

110.00

cum

2518.25

277,007.50

5.42.2.2

1,000.00

890.00

1,890.00

cum

84.00

158,760.00

5.44.1

Page 4 of 24

43

3.1

44

3.2

45

3.3

46

3.4

47

3.5

48

3.6 3.7

49

3.7.1

Foundations, footings, bases of columns etc. for mass concrete. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Suspended floors, roofs, landings, balconies and access platform. Lintels, beams, plinth beams, girders, bressumers and cantilevers. Columns, Pillars, Piers, Abutments, Posts and Struts Stairs, (excluding landings) except spiral-staircases. Edges of slabs and breaks in floors and walls. Under 20 cms wide

100.00

95.00

195.00

sqm

61.10

11,914.50

5.14.1

1,200.00

1,080.00

2,280.00

sqm

106.40

242,592.00

5.14.2

120.00

260.00

380.00

sqm

111.20

42,256.00

5.14.3

20.00

40.00

60.00

sqm

87.95

5,277.00

5.14.5

22.00

480.00

502.00

sqm

135.80

68,171.60

5.14.6

100.00

70.00

170.00

sqm

106.40

18,088.00

5.14.7

1,500.00

1,360.00

2,860.00

metre

29.90

85,514.00 -

5.14.17.1

SUB HEAD NO-9: FENCING 50

1

Providing and fixing galvanised iron Chain Link Fencing of 2"x2"

5,000

2,000

7,000

sqm

343.00

2,401,000.00

Awarded rate from Nowgaon Stn, package

51 SUB HEAD NO-10: SEWERAGE

1

1.1

52

1.1.1

1.2

53

1.2.1

54

2 2.1 2.1.1 2.2

55

2.2.1

3

-

-

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design: Inside size 90x80 cm and 60 cm deep with 600mm dia medium duty CFRC cover with frame (Supplying and fixing of SFRC cover with frame shall be paid under separate item) With F.P.S. bricks with class designation 75 Inside size 120x90cm and 90cm deep with 600mm dia medium duty CFRC cover with frame (Supplying and fixing of SFRC cover with frame shall be paid under separate item) With F.P.S. bricks class designation 75

10

16

26

nos

2437.24

63,368.24

Based on 21.11.2.2

15

17

32

nos

3796.85

121,499.20

Based on 21.11.3.2

1.20

1.00

2.20

metre

1702.15

3,744.73

21.12.1.2

8.00

10.00

18.00

metre

2039.15

36,704.70

21.12.2.2

Extra for depth for manholes Size 120x800x600 With F.P.S. bricks class designation 75

Size 120x900x900 With F.P.S. bricks class designation 75 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :

BOQ OF CIRCULATING AREA.xls

Page 5 of 24

56

3.1

57

4.1.1

5

58

5.1

6

59

6.1

7

60

7.1

8

61

8.1

9

62

9.1 10

63

10.1

25

23

48

nos

70.00

3,360.00

21.17.1

12.00

8.00

20.00

metre

361.45

7,229.00

19.48.1.2

600.00

560.00

1,160.00

metre

111.60

129,456.00

21.1.2

100 mm diameter pipe Making soak pit 2.5 m diameter 3.0 Meter deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

16.00

12.00

28.00

metre

12.65

354.20

19.96.2

With F.P.S. bricks Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: 150 mm diameter S.W. pipe Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centring and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement : 5 fine sand) plastered with cement mortar 1:3 (1 cement:3 coarse sand) on inside of the manhole wall lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and speci-fications:

18

8

26

nos

6396.25

166,302.50

21.39.2

900.00

560.00

1,460.00

metre

233.35

340,691.00

21.2.2

4

4

8

nos

3268.85

26,150.80

21.22.2

8.00

7.00

15.00

metre

1265.25

18,978.75

21.23.2

With 20x20 mm square bar Providing and fixing soil, waste and vent pipes : 100 mm dia. Centrifugally cast (spun) iron S&S pipe Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete 150 mm diameter Painting sand cast iron/centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

150mm dia CI drop connection Extra for depths beyond 60 cm of sand cast iron drop connection complete : For 150 mm dia. sand cast iron drop connection

BOQ OF CIRCULATING AREA.xls

Page 6 of 24

SUB HEAD NO-11: ROADS & PATHWAYS

64

1

2 65 66 67

2.1 2.2 2.3

3

68

3.1

69

3.2

70

3.3

71

4

72 73

5.1 5.2

5

6

74

6.1

7

Preparation of subgrade by excavating earth to an average of 39 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and disposal of surplus earth lead upto 50 Meters. Supplying and stacking of graded stone aggregate at site of size range 90 mm to 45 mm 63 mm to 45 mm 53 mm to 22.4 mm Laying water bound macadam with specified stone aggregate stone screening and blinding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete (payment for stone aggregate, screenings, kankar, moorum and red bajri etc. to be made separately) : Subbase with stone aggregate 90mm to 45mm including stone screening 13.2mm size. Base course with 63mm to 45mm size including stone screening 13.2mm size Base course with 53mm to 22.4mm size includingstone screening 11.2mm size. Supplying and stacking of moorum at site. Supplying and stacking of stone screenings / chippings at site 13.2 mm nominal size (Type A) 11.2 mm. nominal size (Type B) Providing and applying tack coat using hot straight run bitumen of grade 80 / 100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg / Sqm. 4 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 12.5mm nominal size and 40% 10mm nominal size) @ 2.60cu.m. per 100 sq.m. and coarse sand at 2.60cu.m. per 100 sq.m. of road surface and with bitumen @ 56 kg/cu.m of stone chippings and at 128 kg/cu.m. of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately).

BOQ OF CIRCULATING AREA.xls

-

5,000.00

8,650.00

13,650.00

sqm

37.27

508,735.50

Based on 17.1

975.00 650.00 650.00

1,690.00 1,130.00 1,130.00

2,665.00 1,780.00 1,780.00

cum cum cum

374.65 389.65 432.55

998,442.25 693,577.00 769,939.00

17.4.1 17.4.2 17.4.3

975.00

1,690.00

2,665.00

cum

128.90

343,518.50

17.6.1

650.00

1,130.00

1,780.00

cum

122.00

217,160.00

17.6.2

650.00

1,130.00

1,780.00

cum

122.00

217,160.00

17.6.3

1,200.00

955.00

2,155.00

cum

264.70

570,428.50

17.8

1,200.00 1,200.00

955.00 955.00

2,155.00 2,155.00

cum cum

470.95 465.10

1,014,897.25 1,002,290.50

17.10.1 17.10.2

1,000.00

8,650.00

9,650.00

sqm

11.50

110,975.00

17.47.1

Page 7 of 24

75

7.1

8 76

8.1

With paving Asphalt 80/100 heated and then mixed with solvent at the 10,000.00 rate of 70 grams per kg of asphalt Brick edging in full brick width and half brick depth including excavation, refilling and dispos-al of surplus earth lead upto 50 Meters. With F.P.S. bricks of class 2,000.00 designation 75

8,650.00

18,650.00

sqm

105.00

1,958,250.00

17.58.2

2,255.00

4,255.00

metre

35.80

152,329.00

17.14.1

SUB HEAD NO-12: DRAINAGE

1

77

1.1

2

78

2.1

79

3

1 80

1.1

2

81

2.1 3

82

3.1 4

83 84

4.1 5

-

-

Constructing brick masonry open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 15 cm drain 20 cm average depthProviding and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: 300 mm diameter S.W. pipe

300.00

370.00

670.00

metre

195.20

130,784.00

21.35.2.2

1,200.00

795.00

1,995.00

metre

452.95

903,635.25

Based on 21.2.5

65.00

115.00

metre

360.95

41,509.25

21.3.8

1,000.00

660.00

1,660.00

cum

425.80

706,828.00

17.4.1

2,000.00

2,370.00

4,370.00

metre

126.65

553,460.50

12.78.2

60.00

63.00

123.00

metre

1820.85

223,964.55

20.27.7

2 0.100

3 0.125

5 0.23

nos Quintal

176.00 3781.15

880.00 850.76 31,110,486.53

20.45.7 20.46

laying PCC 1:5:10 around 500 50.00 dia hume pipe SUB HEAD NO-13: MISCELLANEOUS Supplying and stacking of graded stone aggregate at site of size range 90 mm to 45 mm 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 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 300 mm dia. pipe Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead 300 mm diaMeter pipe Supplying pig lead at site of work.

TOTAL OF SCHEDULE A :

BOQ OF CIRCULATING AREA.xls

Page 8 of 24

SCHEDULE B : 85

1.1

86

2.1

87

3

DSR STEEL ITEM 1.8m fencing with GI barbed wire. 1.2m fencing with GI barbed wire. Providing and fixing hand rail by welding etc. to steel ladder railing, balcony railing & staircase railing including applying a priming coat of approved steel primer G.I. pipes 40 mm nominal bore (class B)

2,500.00

1,000.00

3,500.00

metre

38.50

134,750.00

17.26.1

300.00

542.00

842.00

metre

55.90

47,067.80

17.32.1

700.00

245.00

945.00

kg

37.30

35,248.50

10.33.3

TOTAL OF SCHEDULE B : SCHEDULE C : 88 1 89

2

90

3

SCHEDULE D : 91 1 92

2

93

3

94

4

95

5

96

6

97 98

7 8

99

9

100

10

101

11

103

13

217,066.30 NS item

TMT steel bar

80,000.00

52,573.00

132,573.00

kg

40.60

5,382,463.80

structural steel in builtup section

10,400.00

5,000.00

15,400.00

kg

48.35

744,590.00

1,800.00

673.00

2,473.00

kg

44.00

108,812.00

structural steel work in single section TOTAL OF SCHEDULE C : DRAINAGE AND SEWARAGE 400 mm wide drain cover 560 mm dia SFRC Manhole cover Trolley mounted 22.5kg capacity fire extinguisher Trolley mounted 50ltr capacity foam tipe fire extinguisher Sand bucket fire extinguisher set. M-30 grade interlocking paver block Kerb stone earth filling in embankment. 300 mm dia NP3 RCC hume pipe 500 mm dia NP3 RCC hume pipe M-40 grade Precast cement concrete chequred tiles. GSB TOTAL OF SCHEDULE D :

BOQ OF CIRCULATING AREA.xls

6,235,865.80

2,000.00

1,639.00

3,639.00

metre

715.00

2,601,885.00

NS item

25

50

75

nos

880.00

66,000.00

NS item

3

3

6

nos

22110.00

132,660.00

NS item

2

3

5

nos

11110.00

55,550.00

NS item

2

3

5

nos

1155.00

5,775.00

NS item

700.00

470.00

1,170.00

sqm

632.50

740,025.00

NS item

300.00 30,000.00

300.00 75,000.00

600.00 105,000.00

metre cum

165.00 90.00

99,000.00 9,450,000.00

NS item NS item

400.00

795.00

1,195.00

metre

726.00

867,570.00

NS item

20.00

65.00

85.00

metre

1089.00

92,565.00

NS item

150.00

131.00

281.00

sqm

589.00

165,509.00

NS item

3,500.00

1,000.00

4,500.00

cum

400.00

1,800,000.00 16,076,539.00

NS item

Page 9 of 24

Anantnag Total Amount: Rs. Bijbehera Total Amount: Rs. TOTAL OF SCHEDULE A : TOTAL OF SCHEDULE B : TOTAL OF SCHEDULE C : TOTAL OF SCHEDULE D :

25,485,166.65 28,154,790.98 31,110,486.53 217,066.30 6,235,865.80 16,076,539.00

GRAND TOTAL

53,639,957.63

BOQ OF CIRCULATING AREA.xls

Antg

Bij

-

-

384,300.00

52,704.00

76,440.00

95,550.00

6,258.50

25,034.00

561,300.00

280,650.00

49,800.00

3,735.00

242,000.00

105,875.00

-

-

82,840.00 139,800.00 64,760.00 117,150.00 82,545.00

41,420.00 111,840.00 51,808.00 117,150.00 68,787.50

Page 10 of 24

BOQ OF CIRCULATING AREA.xls

-

-

3,462.75 2,298.80 2,135.75 2,834.75 3,608.80

3,001.05 2,586.15 2,990.05 3,968.65 2,706.60

-

-

2,480.00 4,200.00 1,660.00 3,060.00 1,785.00

1,240.00 3,360.00 1,328.00 3,060.00 1,487.50

-

-

13,280.00 20,160.00 6,960.00 16,500.00 8,505.00

6,640.00 16,128.00 5,568.00 16,500.00 7,087.50

-

-

3,940.00

3,940.00

Page 11 of 24

BOQ OF CIRCULATING AREA.xls

9,642.50

10,799.60

17,501.20 -

19,688.85 -

276,600.00

1,106,400.00

Page 12 of 24

BOQ OF CIRCULATING AREA.xls

-

-

1,259,750.00

2,393,525.00

-

-

-

-

104,000.00

119,600.00

26,600.00

30,590.00

1,940.00

1,212.50

-

-

53,440.00

100,200.00

-

-

92,150.00

1,032,080.00

702,350.00

1,011,384.00

-

-

2,284,050.00

1,324,749.00

241,140.00

602,850.00

125,912.50

151,095.00

84,000.00

74,760.00

Page 13 of 24

BOQ OF CIRCULATING AREA.xls

6,110.00

5,804.50

127,680.00

114,912.00

13,344.00

28,912.00

1,759.00

3,518.00

2,987.60

65,184.00

10,640.00

7,448.00

44,850.00 -

40,664.00 -

1,715,000.00

686,000.00

-

-

24,372.40

38,995.84

56,952.75

64,546.45

2,042.58

1,702.15

16,313.20

20,391.50

Page 14 of 24

BOQ OF CIRCULATING AREA.xls

1,750.00

1,610.00

4,337.40

2,891.60

66,960.00

62,496.00

202.40

151.80

115,132.50

51,170.00

210,015.00

130,676.00

13,075.40

13,075.40

10,122.00

8,856.75

Page 15 of 24

BOQ OF CIRCULATING AREA.xls

-

-

186,350.00

322,385.50

365,283.75 253,272.50 281,157.50

633,158.50 440,304.50 488,781.50

125,677.50

217,841.00

79,300.00

137,860.00

79,300.00

137,860.00

317,640.00

252,788.50

565,140.00 558,120.00

449,757.25 444,170.50

11,500.00

99,475.00

Page 16 of 24

BOQ OF CIRCULATING AREA.xls

1,050,000.00

908,250.00

71,600.00

80,729.00

-

-

58,560.00

72,224.00

543,540.00

360,095.25

18,047.50

23,461.75

-

-

425,800.00

281,028.00

253,300.00

300,160.50

109,251.00

114,713.55

352.00 378.12

528.00 472.64

Page 17 of 24

BOQ OF CIRCULATING AREA.xls

96,250.00

38,500.00

16,770.00

30,297.80

26,110.00

9,138.50

3,248,000.00

2,134,463.80

502,840.00

241,750.00

79,200.00

29,612.00

1,430,000.00

1,171,885.00

22,000.00

44,000.00

66,330.00

66,330.00

22,220.00

33,330.00

2,310.00

3,465.00

442,750.00

297,275.00

49,500.00 2,700,000.00

49,500.00 6,750,000.00

290,400.00

577,170.00

21,780.00

70,785.00

88,350.00

77,159.00

1,400,000.00 25,485,166.65

400,000.00 28,154,790.98 53,639,957.63

Page 18 of 24

Sl BOQ Description of Item no Item no

% Variation on BOQ Quantity

BOQ +/25% Quantity

Quantity Tender Beyond BOQ Rate Rate BOQ + 25%

BOQ Amount on Estimated Tender Rate (in Amount Rs) (in Rs)

Unit

BOQ Quantity

Estimated Quantity

cum metre metre cum

4,200.00 800.00 50.00 6,000.00

4,200.00 800.00 50.00 6,000.00

-

NIL NIL NIL NIL

91.50 95.55 125.17 93.55

132.68 138.55 181.50 135.65

557,235.00 110,838.00 9,074.83 813,885.00

557,235.00 110,838.00 9,074.83 813,885.00

Extra for excavating for additional 1.5m

cum

4,000.00

4,000.00

-

NIL

12.45

18.05

72,210.00

72,210.00

cum

8,000.00

NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL NIL -

43.86

350,900.00

800.00 1,200.00 400.00 600.00 300.00

-

30.25

metre metre metre metre metre

8,000.00 800.00 1,200.00 400.00 600.00 300.00 15.00 8.00 5.00 5.00 4.00 800.00 1,200.00 400.00 600.00 300.00 -

103.55 116.50 161.90 195.25 275.15

150.15 168.93 234.76 283.11 398.97

120,118.00 202,710.00 93,902.00 169,867.50 119,690.25

230.85 287.35 427.15 566.95 902.20

334.73 416.66 619.37 822.08 1308.19

5,020.99 3,333.26 3,096.84 4,110.39 5,232.76

3.10 3.50 4.15 5.10 5.95

4.50 5.08 6.02 7.40 8.63

3,596.00 6,090.00 2,407.00 4,437.00 2,588.25

350,900.00 120,118.00 202,710.00 93,902.00 169,867.50 119,690.25 5,020.99 3,333.26 3,096.84 4,110.39 5,232.76 3,596.00 6,090.00 2,407.00 4,437.00 2,588.25 -

SCHEDULE A: 45% Above

L:\M-12\BOQ OF CIRCULATING AREA.xls

SUB HEAD NO-1: EARTH WORK EW in excavation for Raft Excavating trenches for pipes Extra for excavating trenches EW in excavation

1 2 3 4

1.1 2.1.1 3 4

5

5.1

6

6

7 8 9 10 11

1.1 1.2 1.3 1.4 1.5

Filling with available soil SUB HEAD NO-2: WATER SUPPLY GI pipes 32 mm NB GI pipes 40 mm NB GI pipes 50 mm NB GI pipes 65 mm NB GI pipes 80 mm NB

12 13 14 15 16

2.1 2.2 2.3 2.4 2.5

Gate vulve 32 mm NB Gate vulve 40 mm NB Gate vulve 50 mm NB Gate vulve 65 mm NB Gate vulve 80 mm NB

metre metre metre metre metre

15.00 8.00 5.00 5.00 4.00

17 18 19 20 21

3.1 3.2 3.3 3.4 3.5

Painting 32 mm NB Pipes Painting 40 mm NB Pipes Painting 50 mm NB Pipes Painting 65 mm NB Pipes Painting 80 mm NB Pipes

metre metre metre metre metre

800.00 1,200.00 400.00 600.00 300.00

22

4.1

metre

800.00

800.00

-

NIL

16.60

24.07

19,256.00

19,256.00

23

4.2

metre

1,200.00

1,200.00

-

NIL

16.80

24.36

29,232.00

29,232.00

24

4.3

metre

400.00

400.00

-

NIL

17.40

25.23

10,092.00

10,092.00

25

4.4

metre

600.00

600.00

-

NIL

27.50

39.88

23,925.00

23,925.00

26

4.5

metre

300.00

300.00

-

NIL

28.35

41.11

12,332.25

12,332.25

27 28 29

5.1 6.1 7.1

nos nos nos

1 25 8

5,713.00 13,981.63 25,376.74

cum

200.00

1383.00

2005.35

401,070.00

31 32

1.1 1.2

cum cum

1,000.00 -

NIL NIL NIL NIL NIL -

5713.00 559.27 3172.09

1

-

3940.00 385.70 2187.65

30

1.00 25.00 8.00 200.00 1,000.00 -

1335.20 240.05

1936.04 348.07

1,936,040.00 -

Zone V sand filling around the pipes 32 mm NB Zone V sand filling around the pipes 40 mm NB Zone V sand filling around the pipes 50 mm NB Zone V sand filling around the pipes 65 mm NB Zone V sand filling around the pipes 80 mm NB Double acting CI air vulve Masonry Chamber 300x300x500 Masonry Chamber 600x600x750 SUB HEAD NO-3: BRICK WORK Brick work in 1:4 morter SUB HEAD NO-4: STONE MASONRY CRM extra in CRM above plinth

Page 19 of 24

5,713.00 13,981.63 25,376.74 401,070.00 1,936,040.00 -

Amount Exceeding BOQ+25 % Quantity

Remarks

L:\M-12\BOQ OF CIRCULATING AREA.xls

33 34 35

1 2 3

36

1.1

37 38

1.1 1.2

39 40 41 42 43 44 45 46 47 48

1.1 1.2.1 1.2.2 2.1 3.1 3.2 3.3 3.4 3.5 3.6

49

3.7.1

50 51

1 2

52 53 54 55 56 57 58 59 60

1.1.1 1.2.1 2.1.1 2.2.1 3 4.1.1 5.1 6.1 7.1

61

8

62

9.1

63

10.1

64

1

65

2.1

66

2.2

67

2.3

68

3.1

SUB HEAD NO-5: FINISHING 12 MM Thk morter sqm 2,000.00 Net Cement punning sqm 2,000.00 Synthetic enamel paint sqm 80.00 SUB HEAD NO-6: FLOORING 50 mm thk flooring sqm 400.00 SUB HEAD NO-7: CEMENT CONCRETE 1:2:4 Concrete cum 50.00 1:4:8 PCC cum 500.00 SUB HEAD NO-8: REINFORCED CEMENT CONCRETE M-20 Concrete up to plinth cum 1,000.00 Wall column piller in M-20 cum 100.00 Beam, girder etc. in M-20 cum 50.00 Add for M-25 concrete cum 1,000.00 Centring shuttering at foundation sqm 100.00 Centring shuttering at wall etc. sqm 1,200.00 Centring shuttering at roof etc. sqm 120.00 Centring shuttering for column etc. sqm 20.00 Centring shuttering at Lintel etc. sqm 22.00 Centring shuttering at Stair. sqm 100.00 Centring shuttering at Edges of slab and break in floor and walls under metre 1,500.00 20cm wide. SUB HEAD NO-9: FENCING 2.5m long post nos RCC struts nos SUB HEAD NO-10: SEWERAGE 900x800x600 manhole nos 10 600mm dia SFRC cover nos 15 Extra for manhole size 900x800x600 metre 1.20 Extra for manhole size 120x900x900 metre 8.00 MS foot rest nos 25 Spun pipe metre 12.00 Stone ware pipe metre 600.00 Painting 100 mm dia pipe metre 16.00 Soak pit 2.50m Dia 3.0m deep nos 18 1:5:10 PCC around 150mm dia SW metre 900.00 pipe 150mm dia CI drop connection nos 4 extra for 150mm dia CI drop metre 8.00 connection SUB HEAD NO-11: ROADS & PATHWAYS Excavation for road 39cm depth sqm 5,000.00 Stone aggregate 90 to 45 mm 150mm cum 975.00 thk Stone aggregate 65 to 45 mm 100mm cum 650.00 thk Stone aggregate 53 to 22.4 mm cum 650.00 100mm thk Laying for sub base 90 to 45 mm agg. Laying for base course with 63 to 45 mm agg. Laying for base course with 53 to 22.4 mm agg. Morrum supply

2,000.00 2,000.00 80.00 400.00 50.00 500.00 1,000.00 450.00 50.00 1,500.00 250.00 3,800.00 100.00 20.00 22.00 100.00 1,200.00

350.00 50.00 150.00 216.67 (16.67)

125.00 1,250.00 125.00 1,500.00 90.00 -

(20.00)

1,125.00

10.00 15.00 1.20 8.00 25.00 12.00 600.00 16.00 6.00

(66.67)

13.50

700.00

(22.22)

675.00

NIL NIL NIL NIL NIL NIL NIL 325.00 NIL 250.00 125.00 2,300.00 NIL NIL NIL

NIL NIL NIL NIL NIL NIL NIL NIL

52.00 13.30 24.25

75.40 19.29 35.16

150,800.00 38,570.00 2,813.00

133.60

193.72

77,488.00

1843.00 1404.70

2672.35 2036.82

133,617.50 1,018,407.50

2284.05 2411.40 2518.25 84.00 61.10 106.40 111.20 87.95 135.80 106.40

3311.87 3496.53 3651.46 121.80 88.60 154.28 161.24 127.53 196.91 154.28

3,311,872.50 349,653.00 182,573.13 121,800.00 8,859.50 185,136.00 19,348.80 2,550.55 4,332.02 15,428.00

150,800.00 38,570.00 2,813.00 77,488.00 133,617.50 1,018,407.50 3,311,872.50 1,573,438.50 182,573.13 182,700.00 22,148.75 586,264.00 16,124.00 2,550.55 4,332.02 15,428.00

29.90

43.36

65,032.50

52,026.00

488.00 165.05

707.60 239.32

2437.24 3796.85 1702.15 2039.15 70.00 361.45 111.60 12.65 6396.25

3534.00 5505.43 2468.12 2956.77 101.50 524.10 161.82 18.34 9274.56

35,339.98 82,581.49 2,961.74 23,654.14 2,537.50 6,289.23 97,092.00 293.48 166,942.13

35,339.98 82,581.49 2,961.74 23,654.14 2,537.50 6,289.23 97,092.00 293.48 55,647.38

233.35

338.36

304,521.75

236,850.25

-

4.00

-

NIL

3268.85

4739.83

18,959.33

18,959.33

8.00

-

NIL

1265.25

1834.61

14,676.90

14,676.90

3,600.00

(28.00)

3,750.00

37.27

54.04

270,207.50

194,549.40

600.00

(38.46)

731.25

374.65

543.24

529,661.44

325,945.50

400.00

(38.46)

487.50

389.65

564.99

367,245.13

225,997.00

400.00

(38.46)

487.50

432.55

627.20

407,678.38

250,879.00

cum

975.00

600.00

(38.46)

731.25

128.90

186.91

182,232.38

112,143.00

cum

650.00

400.00

(38.46)

487.50

122.00

176.90

114,985.00

70,760.00

cum

650.00

400.00

(38.46)

487.50

122.00

176.90

114,985.00

70,760.00

cum

1,200.00

900.00

(25.00)

900.00

264.70

383.82

460,578.00

345,433.50

69

3.2

70

3.3

71

4

72

5.1

Stone screening 13.2 mm nominal size (Type-A)

cum

1,200.00

900.00

(25.00)

900.00

470.95

682.88

819,453.00

614,589.75

73

5.2

Stone screening 11.1mm nominal size (Type-B)

cum

1,200.00

900.00

(25.00)

900.00

465.10

674.40

809,274.00

606,955.50

74

6.1

Tack coat using bitumen on WBM

sqm

1,000.00

3,600.00

260.00

1,250.00

11.50

16.68

16,675.00

60,030.00

75 76

7.1 8.1

152.25 51.91

16.67

7,500.00 1,500.00 375.00

105.00 35.80

1.1

3,600.00 1,500.00 350.00

(64.00) (25.00)

77

195.20

283.04

1,522,500.00 103,820.00 84,912.00

548,100.00 77,865.00 99,064.00

78

2

400.00

(66.67)

900.00

452.95

656.78

788,133.00

262,711.00

79

3

Asphalt paving sqm 10,000.00 Brick edging metre 2,000.00 SUB HEAD NO-12: DRAINAGE 20 cm deep BW drain metre 300.00 laying PCC 1:5:10 around 300 dia metre 1,200.00 hume pipe laying PCC 1:5:10 around 500 dia metre 50.00 hume pipe SUB HEAD NO-13: MISCELLANEOUS Supply and filling of stone aggregate cum 1,000.00 90 to 45mm Rain water pipe 110 mm dia. metre 2,000.00 300mm dia S&S spun pipe metre 60.00 300 mm dia lead caulked jionts. nos 2 Supplying pig lead at site of work. Quintal 0.100

20.00

(60.00)

37.50

360.95

523.38

26,168.88

10,467.55

80

1

81 82 83 84

2.1 3 4 5

1,000.00 1,500.00 60.00 2.00 0.10

(25.00)

2,350.00

NIL

-

-

-

NIL

425.80

617.41

617,410.00

617,410.00

NIL NIL NIL

126.65 1820.85 176.00 3781.15

183.64 2640.23 255.20 5482.67

367,285.00 158,413.95 510.40 548.27

275,463.75 158,413.95 510.40 548.27

1,500.00 -

Page 20 of 24

-

1,136,372.25 Variation is due 30,450.00 to scope ofwork. 11,074.38 354,844.00

39,186.25

Variation is due to scope ofwork.

TOTAL OF SCHEDULE A :

SCHEDULE B : 28% Above 85 86 87

1.1 2.1 3

DSR STEEL ITEM 1.8m fencing with GI barbed wire. 1.2m fencing with GI barbed wire. 40mm GI pipe hand rail TOTAL OF SCHEDULE B :

metre metre kg

2,500.00 300.00 700.00

SCHEDULE C : 30% Above

L:\M-12\BOQ OF CIRCULATING AREA.xls

-

-

-

-

-

-

1,875.00 375.00 525.00 -

-

500.00 350.00 350.00 -

88

1

TMT steel bar

kg

80,000.00

110,000.00

89 90

2 3

structural steel in builtup section structural steel work in single section TOTAL OF SCHEDULE C :

kg kg

1,200.00 800.00

1,200.00 800.00 -

(80.00) 16.67 (50.00)

-

38.50 55.90 37.30

49.28 71.55 47.74

-

18,013,995.10

1,571,926.88

123,200.00 21,465.60 33,420.80 178,086.40

24,640.00 25,043.20 16,710.40 66,393.60

NIL

-

37.50 100,000.00 -

NIL

19,344,169.64

10,000.00

40.60

52.78

4,222,400.00

5,805,800.00

527,800.00

NIL NIL -

48.35 44.00

62.86 57.20

75,426.00 45,760.00 4,343,586.00

75,426.00 45,760.00 5,926,986.00

527,800.00

Page 21 of 24

Variation is due to scope ofwork.

SCHEDULE D : 32% Above 91 92

1 2

93

3

94

4

95 96 97 98 99 100

5 6 7 8 9 10

101

11

102

12

DRAINAGE AND SEWARAGE 400 mm wide drain cover 560 mm dia SFRC Manhole cover Trolley mounted 22.5kg capacity fire extinguisher Trolley mounted 50ltr capacity foam tipe fire extinguisher Sand bucket fire extinguisher set. M-30 grade interlocking paver block Kerb stone earth filling in embankment. 300 mm dia NP3 RCC hume pipe 500 mm dia NP3 RCC hume pipe M-40 grade Precast cement concrete chequred tiles. GSB TOTAL OF SCHEDULE D :

-

-

-

-

NIL NIL

metre nos

2,000.00 25

2,000.00 25.00

nos

3

3.00

-

nos

2

2.00

nos sqm metre cum metre metre

2 700.00 300.00 30,000.00 400.00 20.00

2.00 700.00 300.00 30,000.00 400.00 20.00

sqm

150.00

cum

3,500.00

943.80 1161.60

1,887,600.00 29,040.00

1,887,600.00 29,040.00

NIL

22110.00 29185.20

87,555.60

87,555.60

-

NIL

11110.00 14665.20

29,330.40

29,330.40

-

NIL NIL NIL NIL NIL NIL

1155.00 632.50 165.00 90.00 726.00 1089.00

1524.60 834.90 217.80 118.80 958.32 1437.48

3,049.20 584,430.00 65,340.00 3,564,000.00 383,328.00 28,749.60

3,049.20 584,430.00 65,340.00 3,564,000.00 383,328.00 28,749.60

150.00

-

NIL

589.00

777.48

116,622.00

116,622.00

3,500.00

-

NIL

400.00

528.00

1,848,000.00 8,627,044.80

1,848,000.00 8,627,044.80

Acce pted Quot ed rate

SUMMARY: TOTAL TOTAL TOTAL TOTAL

OF OF OF OF

SCHEDULE SCHEDULE SCHEDULE SCHEDULE

715.00 880.00

A B C D

: : : :

(45% (28% (30% (32%

Above) Above) Above) Above)

Grand Total:

L:\M-12\BOQ OF CIRCULATING AREA.xls

Page 22 of 24

BOQ Amount on Tender Rate (in Rs) 19,344,169.64 178,086.40 4,343,586.00 8,627,044.80

32,492,886.84

NIL

Estimated Amount Amount Exceeding (in BOQ+25 % Rs) Quantity 18,013,995.10 66,393.60 5,926,986.00 8,627,044.80

3263441950%

1,571,926.88 NIL 527,800.00 NIL

2,099,726.88

Sl no

BOQ Quantity

Estimated Quantity

Wall column piller in M-20

100.00

450.00

cum 1,000.00

1,500.00

50.00

sqm

100.00

250.00

sqm 1,200.00

sqm 1,000.00

40 A/1.2.1 42 43

44

74

Add for M-25 concrete Centring A/3.1 shuttering at foundation Centring A/3.2 shuttering at wall etc. Tack coat using A/6.1 bitumen on WBM A/2.1

cum

Accepted Quoted rated rete 45% Above: 88

% Variation Estimated BOQ Amount on BOQ BOQ Rate Amount (in Rs) Quantity (in Rs)

BOQ Description of Unit Item no Item

C/1 TMT steel bar

kg

80,000.00

350.00 2411.40

241,140.00

1,085,130.00

84.00

84,000.00

126,000.00

150.00

61.10

6,110.00

15,275.00

3,800.00

216.67

106.40

127,680.00

404,320.00

3,600.00

260.00

11.50

11,500.00

41,400.00

_= _=

470,430.00 682,123.50

1,672,125.00 2,424,581.25

40.60

3,248,000.00

4,466,000.00

_= _=

4,222,400.00 4,904,523.50

5,805,800.00 8,230,381.25

Total of Schedule A: Total of Schedule A: 110,000.00

37.50

Accepted Quoted rated rete 30% Above: Total of Schedule C: Amount exceeding BOQ+25% Quantity: Grand Total:

Amount Exceeding BOQ+25 % Quantity

Remarks

783,705.00 21,000.00 Schedule A: 7,637.50 Variation is due to scope ofwork. 244,720.00

27,025.00 1,084,087.50 1,571,926.88 Schedule C: Variation is 406,000.00 due to scope ofwork. 527,800.00 2,099,726.88