Boq of Circulating Area

BOQ OF CIRCULATING AREA.xls Page 1 of 26

Sl no Description of Item Total Quantity Unit Rate Amount

SCHEDULE A: SUB HEAD NO-1: EARTH WORK

1 1

1.1 All kinds of soil. 4,200.00 576.00 4,776.00 cum 91.50 437,004.00 2.6.1

2

2.1 All kinds of soil.

2 2.1.1 800.00 1,000.00 1,800.00 metre 95.55 171,990.00 2.10.1.2

3 3 50.00 200.00 250.00 metre 125.17 31,292.50 2.11

4

4 All kinds of soil. 6,000.00 3,000.00 9,000.00 cum 93.55 841,950.00 2.8.1

5 5.1 All kinds of soil. 4,000.00 300.00 4,300.00 cum 12.45 53,535.00 27.1

6 6 8,000.00 3,500.00 11,500.00 cum 30.25 347,875.00 2.26

SUB HEAD NO-2: WATER SUPPLY -

1

7 1.1 GI pipes 32 mm NB 800.00 400.00 1,200.00 metre 103.55 124,260.00 20.3.48 1.2 GI pipes 40 mm NB 1,200.00 960.00 2,160.00 metre 116.50 251,640.00 20.3.59 1.3 GI pipes 50 mm NB 400.00 320.00 720.00 metre 161.90 116,568.00 20.3.6

10 1.4 GI pipes 65 mm NB 600.00 600.00 1,200.00 metre 195.25 234,300.00 20.3.7

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 no

Anantnag Qty

Bijbehera Qty

Refference DSR-02

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

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.

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

Extra for every additonal lift of 1.5 m or part thereof in :

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

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


Sl no Description of Item Total Quantity Unit Rate AmountBOQ Item

noAnantnag

QtyBijbehera

QtyRefference

DSR-0211 1.5 GI pipes 80 mm NB 300.00 250.00 550.00 metre 275.15 151,332.50 20.3.8



noAnantnag

QtyBijbehera

QtyRefference

DSR-02

2 -

12 2.1 32 mm NB 15.00 13.00 28.00 metre 230.85 6,463.80 20.9.413 2.2 40 mm NB 8.00 9.00 17.00 metre 287.35 4,884.95 20.9.514 2.3 50 mm NB 5.00 7.00 12.00 metre 427.15 5,125.80 20.9.615 2.4 65 mm NB 5.00 7.00 12.00 metre 566.95 6,803.40 20.9.716 2.5 80 mm NB 4.00 3.00 7.00 metre 902.20 6,315.40 20.9.8

3 -

17 3.1 32 mm NB Pipes 800.00 400.00 1,200.00 metre 3.10 3,720.00 20.78.418 3.2 40 mm NB Pipes 1,200.00 960.00 2,160.00 metre 3.50 7,560.00 20.78.519 3.3 50 mm NB Pipes 400.00 320.00 720.00 metre 4.15 2,988.00 20.78.620 3.4 65 mm NB Pipes 600.00 600.00 1,200.00 metre 5.10 6,120.00 20.78.721 3.5 80 mm NB Pipes 300.00 250.00 550.00 metre 5.95 3,272.50 20.78.8

4 -

22 4.1 32 mm NB 800.00 400.00 1,200.00 metre 16.60 19,920.00 20.79.423 4.2 40 mm NB 1,200.00 960.00 2,160.00 metre 16.80 36,288.00 20.79.524 4.3 50 mm NB 400.00 320.00 720.00 metre 17.40 12,528.00 20.79.625 4.4 65 mm NB 600.00 600.00 1,200.00 metre 27.50 33,000.00 20.79.726 4.5 80 mm NB 300.00 250.00 550.00 metre 28.35 15,592.50 20.79.8

5 - -

27 5.1 80mm dia 1 1 2 nos 3940.00 7,880.00 20.101.2

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

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

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

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)

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.



noAnantnag

QtyBijbehera

QtyRefference

DSR-0228 6.1 With FPS bricks 25 28 53 nos 385.70 20,442.10 20.50.2

29 7.1 With FPS bricks 8 9 17 nos 2187.65 37,190.05 20.51.2 - -

SUB HEAD NO-3: BRICK WORK -

30 1 200.00 800.00 1,000.00 cum 1383.00 1,383,000.00 6.2.1

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.

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



noAnantnag

QtyBijbehera

QtyRefference

DSR-02SUB HEAD NO-4: STONE MASONRY -

31 1 1,000.00 1,900.00 2,900.00 cum 1259.75 3,653,275.00 7.1.1

32 1.1 cum 1259.75 7.1.1

1.2 cum 206.65 7.3

SUB HEAD NO-5: FINISHING -

33 1 2,000.00 2,300.00 4,300.00 sqm 52.00 223,600.00 13.11.2

34 2 Net Cement punning 2,000.00 2,300.00 4,300.00 sqm 13.30 57,190.00 13.26

3

35 3.1 80.00 50.00 130.00 sqm 24.25 3,152.50 13.93.1SUB HEAD NO-6: FLOORING -

1

36 1.1 400.00 750.00 1,150.00 sqm 133.60 153,640.00 11.4.3

SUB HEAD NO-7: CEMENT CONCRETE -

1

37 1.1 50.00 560.00 610.00 cum 1843.00 1,124,230.00 4.5.3

38 1.2 500.00 720.00 1,220.00 cum 1404.70 1,713,734.00 4.5.8

SUB HEAD NO-8: REINFORCED CEMENT CONCRETE -

1

39 1.1 All work upto plinth level 1,000.00 580.00 1,580.00 cum 2284.05 3,608,799.00 5.42.1

1.2

40 1.2.1 100.00 250.00 350.00 cum 2411.40 843,990.00 4.42.2.1

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.

12 mm cement plaster of mix : 1:4 morter

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

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)

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 from plinth level upto floor V level.

Walls, columns, pillars, posts and struts



noAnantnag

QtyBijbehera

QtyRefference

DSR-02

41 1.2.2 50.00 60.00 110.00 cum 2518.25 277,007.50 5.42.2.2

2

42 2.1 1,000.00 890.00 1,890.00 cum 84.00 158,760.00 5.44.1

3

43 3.1 100.00 95.00 195.00 sqm 61.10 11,914.50 5.14.1

44 3.2 1,200.00 1,080.00 2,280.00 sqm 106.40 242,592.00 5.14.2

45 3.3 120.00 260.00 380.00 sqm 111.20 42,256.00 5.14.3

46 3.4 20.00 40.00 60.00 sqm 87.95 5,277.00 5.14.5

47 3.5 22.00 480.00 502.00 sqm 135.80 68,171.60 5.14.6

48 3.6 100.00 70.00 170.00 sqm 106.40 18,088.00 5.14.7

3.7

49 3.7.1 Under 20 cms wide 1,500.00 1,360.00 2,860.00 metre 29.90 85,514.00 5.14.17.1SUB HEAD NO-9: FENCING -

50 1 5,000 2,000 7,000 sqm 343.00 2,401,000.00

51SUB HEAD NO-10: SEWERAGE - -

1

1.1

52 1.1.1 10 16 26 nos 2437.24 63,368.24

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

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.

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

Awarded rate from Nowgaon

Stn, package

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

Based on 21.11.2.2



noAnantnag

QtyBijbehera

QtyRefference

DSR-02

1.2

53 1.2.1 15 17 32 nos 3796.85 121,499.20

54 2 Extra for depth for manholes2.1 Size 120x800x600

2.1.1 1.20 1.00 2.20 metre 1702.15 3,744.73 21.12.1.2

2.2 Size 120x900x900

55 2.2.1 8.00 10.00 18.00 metre 2039.15 36,704.70 21.12.2.2

3

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

Based on 21.11.3.2



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 :



noAnantnag

QtyBijbehera

QtyRefference

DSR-0256 3.1 With 20x20 mm square bar 25 23 48 nos 70.00 3,360.00 21.17.1

57 4.1.1 12.00 8.00 20.00 metre 361.45 7,229.00 19.48.1.2

5

58 5.1 150 mm diameter 600.00 560.00 1,160.00 metre 111.60 129,456.00 21.1.2

6

59 6.1 100 mm diameter pipe 16.00 12.00 28.00 metre 12.65 354.20 19.96.2

7

60 7.1 With F.P.S. bricks 18 8 26 nos 6396.25 166,302.50 21.39.2

8

61 8.1 150 mm diameter S.W. pipe 900.00 560.00 1,460.00 metre 233.35 340,691.00 21.2.2

9

62 9.1 150mm dia CI drop connection 4 4 8 nos 3268.85 26,150.80 21.22.2

10

63 10.1 8.00 7.00 15.00 metre 1265.25 18,978.75 21.23.2

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

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 :

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.

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:

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:

Extra for depths beyond 60 cm of sand cast iron drop connection complete :

For 150 mm dia. sand cast iron drop connection



noAnantnag

QtyBijbehera

QtyRefference

DSR-02SUB HEAD NO-11: ROADS & PATHWAYS -

64 1 5,000.00 8,650.00 13,650.00 sqm 37.27 508,735.50

2

65 2.1 90 mm to 45 mm 975.00 1,690.00 2,665.00 cum 374.65 998,442.25 17.4.166 2.2 63 mm to 45 mm 650.00 1,130.00 1,780.00 cum 389.65 693,577.00 17.4.267 2.3 53 mm to 22.4 mm 650.00 1,130.00 1,780.00 cum 432.55 769,939.00 17.4.3

3

68 3.1 975.00 1,690.00 2,665.00 cum 128.90 343,518.50 17.6.1

69 3.2 650.00 1,130.00 1,780.00 cum 122.00 217,160.00 17.6.2

70 3.3 650.00 1,130.00 1,780.00 cum 122.00 217,160.00 17.6.3

71 4 1,200.00 955.00 2,155.00 cum 264.70 570,428.50 17.8

5

72 5.1 13.2 mm nominal size (Type A) 1,200.00 955.00 2,155.00 cum 470.95 1,014,897.25 17.10.173 5.2 11.2 mm. nominal size (Type B) 1,200.00 955.00 2,155.00 cum 465.10 1,002,290.50 17.10.2

6

74 6.1 On W.B.M. @ 0.75 Kg / Sqm. 1,000.00 8,650.00 9,650.00 sqm 11.50 110,975.00 17.47.1

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.

Based on 17.1

Supplying and stacking of graded stone aggregate at site of size range

Laying water bound macadam with specified stone aggregate stone screening and blinding material including screening, sorting, spreading to template and consol idation 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

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.

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).



noAnantnag

QtyBijbehera

QtyRefference

DSR-02

75 7.1 10,000.00 8,650.00 18,650.00 sqm 105.00 1,958,250.00 17.58.2

8

76 8.1 2,000.00 2,255.00 4,255.00 metre 35.80 152,329.00 17.14.1

SUB HEAD NO-12: DRAINAGE - -

1

77 1.1 300.00 370.00 670.00 metre 195.20 130,784.00 21.35.2.2

2

78 2.1300 mm diameter S.W. pipe

1,200.00 795.00 1,995.00 metre 452.95 903,635.25

79 3 50.00 65.00 115.00 metre 360.95 41,509.25 21.3.8

SUB HEAD NO-13: MISCELLANEOUS

1

80 1.1 90 mm to 45 mm 1,000.00 660.00 1,660.00 cum 425.80 706,828.00 17.4.1

2

81 2.1 110 mm diameter 2,000.00 2,370.00 4,370.00 metre 126.65 553,460.50 12.78.2

3

82 3.1 300 mm dia. pipe 60.00 63.00 123.00 metre 1820.85 223,964.55 20.27.7

4

83 4.1 300 mm diaMeter pipe 2 3 5 nos 176.00 880.00 20.45.7

84 5Supplying pig lead at site of work.

0.100 0.125 0.23 Quintal 3781.15 850.76 20.46

With paving Asphalt 80/100 heated and then mixed with solvent at the 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 designation 75

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 depth- 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:

Based on 21.2.5

laying PCC 1:5:10 around 500 dia hume pipe

Supplying and stacking of graded stone aggregate at site of size range

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

Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :

Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead



noAnantnag

QtyBijbehera

QtyRefference

DSR-02TOTAL OF SCHEDULE A : 31,110,486.53



noAnantnag

QtyBijbehera

QtyRefference

DSR-02

SCHEDULE B : DSR STEEL ITEM

85 1.1 2,500.00 1,000.00 3,500.00 metre 38.50 134,750.00 17.26.1

86 2.1 300.00 542.00 842.00 metre 55.90 47,067.80 17.32.1

87 3 700.00 245.00 945.00 kg 37.30 35,248.50 10.33.3

TOTAL OF SCHEDULE B : 217,066.30

SCHEDULE C : NS item88 1 TMT steel bar 80,000.00 52,573.00 132,573.00 kg 40.60 5,382,463.80

89 2 structural steel in builtup section 10,400.00 5,000.00 15,400.00 kg 48.35 744,590.00

90 3 1,800.00 673.00 2,473.00 kg 44.00 108,812.00

TOTAL OF SCHEDULE C : 6,235,865.80

SCHEDULE D : DRAINAGE AND SEWARAGE91 1 400 mm wide drain cover 2,000.00 1,639.00 3,639.00 metre 715.00 2,601,885.00 NS item

92 2 25 50 75 nos 880.00 66,000.00 NS item

93 3 3 3 6 nos 22110.00 132,660.00 NS item

94 4 2 3 5 nos 11110.00 55,550.00 NS item

95 5 2 3 5 nos 1155.00 5,775.00 NS item

96 6 700.00 470.00 1,170.00 sqm 632.50 740,025.00 NS item

97 7 Kerb stone 300.00 300.00 600.00 metre 165.00 99,000.00 NS item98 8 earth filling in embankment. 30,000.00 75,000.00 105,000.00 cum 90.00 9,450,000.00 NS item

99 9 400.00 795.00 1,195.00 metre 726.00 867,570.00 NS item

100 10 20.00 65.00 85.00 metre 1089.00 92,565.00 NS item

101 11 150.00 131.00 281.00 sqm 589.00 165,509.00 NS item

103 13 GSB 3,500.00 1,000.00 4,500.00 cum 400.00 1,800,000.00 NS itemTOTAL OF SCHEDULE D : 16,076,539.00

Anantnag Total Amount: Rs. 25,485,166.65 Bijbehera Total Amount: Rs. 28,154,790.98

TOTAL OF SCHEDULE A : 31,110,486.53 TOTAL OF SCHEDULE B : 217,066.30 TOTAL OF SCHEDULE C : 6,235,865.80 TOTAL OF SCHEDULE D : 16,076,539.00

GRAND TOTAL 53,639,957.63

1.8m 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)

structural steel work in single section

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

300 mm dia NP3 RCC hume pipe


M-40 grade Precast cement concrete chequred tiles.

L:\M-12\BOQ OF CIRCULATING AREA.xls Page 13 of 26

SCHEDULE OF ITEMS RATE AND QUANTITYES (BOQ)

on Qazigund - Baramulla Section of New BG Rail Line Project (J&K)

Sl no Description of Item Quantity Unit Rate Tender Amount

SCHEDULE A: 45% AboveSUB HEAD NO-1: EARTH WORK

1 1.1 Earth work 4,200.00 cum 91.50 132.67 557,235.00 2 2.1.1 Excavating trenches for pipes 800.00 metre 95.55 138.55 110,838.00 3 3 Extra for excavating trenches 50.00 metre 125.17 181.50 9,074.83 4 4 EW in excavation 6,000.00 cum 93.55 135.65 813,885.00

5 5.1 4,000.00 cum 12.45 18.05 72,210.00

6 6 Filling with available soil 8,000.00 cum 30.25 43.86 350,900.00 SUB HEAD NO-2: WATER SUPPLY

7 1.1 GI pipes 32 mm NB 800.00 metre 103.55 150.15 120,118.00 8 1.2 GI pipes 40 mm NB 1,200.00 metre 116.50 168.92 202,710.00 9 1.3 GI pipes 50 mm NB 400.00 metre 161.90 234.76 93,902.00

10 1.4 GI pipes 65 mm NB 600.00 metre 195.25 283.11 169,867.50 11 1.5 GI pipes 80 mm NB 300.00 metre 275.15 398.97 119,690.25

12 2.1 Gate vulve 32 mm NB 15.00 metre 230.85 334.73 5,020.99 13 2.2 Gate vulve 40 mm NB 8.00 metre 287.35 416.66 3,333.26 14 2.3 Gate vulve 50 mm NB 5.00 metre 427.15 619.37 3,096.84 15 2.4 Gate vulve 65 mm NB 5.00 metre 566.95 822.08 4,110.39 16 2.5 Gate vulve 80 mm NB 4.00 metre 902.20 1308.19 5,232.76

17 3.1 Painting 32 mm NB Pipes 800.00 metre 3.10 4.50 3,596.00 18 3.2 Painting 40 mm NB Pipes 1,200.00 metre 3.50 5.08 6,090.00 19 3.3 Painting 50 mm NB Pipes 400.00 metre 4.15 6.02 2,407.00 20 3.4 Painting 65 mm NB Pipes 600.00 metre 5.10 7.40 4,437.00 21 3.5 Painting 80 mm NB Pipes 300.00 metre 5.95 8.63 2,588.25

22 4.1 800.00 metre 16.60 24.07 19,256.00

23 4.2 1,200.00 metre 16.80 24.36 29,232.00

24 4.3 400.00 metre 17.40 25.23 10,092.00

25 4.4 600.00 metre 27.50 39.88 23,925.00

26 4.5 300.00 metre 28.35 41.11 12,332.25

27 5.1 Double acting CI air vulve 1 nos 3940.00 5713.00 5,713.00

28 6.1 25 nos 385.70 559.27 13,981.63

29 7.1 8 nos 2187.65 3172.09 25,376.74

SUB HEAD NO-3: BRICK WORK30 1 Brick work in 1:4 morter 200.00 cum 1383.00 2005.35 401,070.00

SUB HEAD NO-4: STONE MASONRY31 1.1 CRM 1,000.00 cum 1335.20 1936.04 1,936,040.00 32 1.2 extra in CRM above plinth - cum 240.05 348.07 -

SUB HEAD NO-5: FINISHING33 1 12 MM Thk morter 2,000.00 sqm 52.00 75.40 150,800.00

Name of work: Construction of Miscellaneous External Development Works at Anantnag, (Package M-12)

BOQ Item no

Tender Rate

Extra for excavating for additional 1.5m

Zone V sand filling around the pipes 32 mm NB





Masonry Chamber 300x300x500



Sl no Description of Item Quantity Unit Rate Tender AmountBOQ Item no

Tender Rate

34 2 Net Cement punning 2,000.00 sqm 13.30 19.29 38,570.00 35 3 Synthetic enamel paint 80.00 sqm 24.25 35.16 2,813.00

SUB HEAD NO-6: FLOORING36 1.1 50 mm thk flooring 400.00 sqm 133.60 193.72 77,488.00

SUB HEAD NO-7: CEMENT CONCRETE37 1.1 1:2:4 Concrete 50.00 cum 1843.00 2672.35 133,617.50 38 1.2 1:4:8 PCC 500.00 cum 1404.70 2036.82 1,018,407.50

SUB HEAD NO-8: REINFORCED CEMENT CONCRETE39 1.1 M-20 Concrete 1,000.00 cum 2284.05 3311.87 3,311,872.50 40 1.2.1 Wall column piller 100.00 cum 2411.40 3496.53 349,653.00 41 1.2.2 Beam, girder etc. 50.00 cum 2518.25 3651.46 182,573.13 42 2.1 Add for M-25 concrete 1,000.00 cum 84.00 121.80 121,800.00

43 3.1 100.00 sqm 61.10 88.60 8,859.50

44 3.2 Centring shuttering at wall etc. 1,200.00 sqm 106.40 154.28 185,136.00

45 3.3 Centring shuttering at roof etc. 120.00 sqm 111.20 161.24 19,348.80

46 3.4 20.00 sqm 87.95 127.53 2,550.55

47 3.5 Centring shuttering at Lintel etc. 22.00 sqm 135.80 196.91 4,332.02

48 3.6 Centring shuttering at Stair. 100.00 sqm 106.40 154.28 15,428.00

49 3.7.1 1,500.00 metre 29.90 43.36 65,032.50

SUB HEAD NO-9: FENCING50 1 2.5m long post - nos 488.00 707.60 - 51 2 RCC struts - nos 165.05 239.32 -

SUB HEAD NO-10: SEWERAGE52 1.1.1 900x800x600 manhole 10 nos 2437.24 3534.00 35,339.98 53 1.2.1 600mm dia SFRC cover 15 nos 3796.85 5505.43 82,581.49

54 2.1.1 1.20 metre 1702.15 2468.12 2,961.74

55 2.2.1 8.00 metre 2039.15 2956.77 23,654.14

56 3 MS foot rest 25 nos 70.00 101.50 2,537.50 57 4.1.1 Spun pipe 12.00 metre 361.45 524.10 6,289.23 58 5.1 Stone ware pipe 600.00 metre 111.60 161.82 97,092.00 59 6.1 Painting 100 mm dia pipe 16.00 metre 12.65 18.34 293.48

60 7.1 Soak pit 2.50m Dia 3.0m deep 18 nos 6396.25 9274.56 166,942.13

61 8 900.00 metre 233.35 338.36 304,521.75

62 9.1 150mm dia CI drop connection 4 nos 3268.85 4739.83 18,959.33

63 10.1 8.00 metre 1265.25 1834.61 14,676.90

SUB HEAD NO-11: ROADS & PATHWAYS

64 1 Excavation for road 39cm depth 5,000.00 sqm 37.27 54.04 270,207.50

65 2.1 975.00 cum 374.65 543.24 529,661.44

66 2.2 650.00 cum 389.65 564.99 367,245.12

67 2.3 650.00 cum 432.55 627.20 407,678.38

Centring shuttering at foundation

Centring shuttering for column etc.

Centring shuttering at Edges of slab and break in floor and walls under 20cm wide.

Extra for manhole size 900x800x600


1:5:10 PCC around 150mm dia SW pipe

extra for 150mm dia CI drop connection

Stone aggregate 90 to 45 mm 150mm thk


Stone aggregate 53 to 22.4 mm 100mm thk



Tender Rate

68 3.1 975.00 cum 128.90 186.91 182,232.38

69 3.2 650.00 cum 122.00 176.90 114,985.00

70 3.3 650.00 cum 122.00 176.90 114,985.00

71 4 Morrum supply 1,200.00 cum 264.70 383.82 460,578.00

72 5.1 1,200.00 cum 470.95 682.88 819,453.00

73 5.2 1,200.00 cum 465.10 674.40 809,274.00

74 6.1 1,000.00 sqm 11.50 16.68 16,675.00

75 7.1 Asphalt paving 10,000.00 sqm 105.00 152.25 1,522,500.00 76 8.1 Brick edging 2,000.00 metre 35.80 51.91 103,820.00

SUB HEAD NO-12: DRAINAGE 0.00 - 77 1.1 20 cm deep BW drain 300.00 metre 195.20 283.04 84,912.00

78 2 1,200.00 metre 452.95 656.78 788,133.00

79 3 50.00 metre 360.95 523.38 26,168.87


80 1 1,000.00 cum 425.80 617.41 617,410.00

81 2.1 Rain water pipe 110 mm dia. 2,000.00 metre 126.65 183.64 367,285.00 82 3 300mm dia S&S spun pipe 60.00 metre 1820.85 2640.23 158,413.95

83 4 300 mm dia lead caulked jionts. 2 nos 176.00 255.20 510.40

84 5 0.100 Quintal 3781.15 5482.67 548.27

TOTAL OF SCHEDULE A : 19,344,169.64

SCHEDULE B : 28% AboveDSR STEEL ITEM

85 1.1 2,500.00 metre 38.50 49.28 123,200.00

86 2.1 300.00 metre 55.90 71.55 21,465.60

87 3 40mm GI pipe hand rail 700.00 kg 37.30 47.74 33,420.80 TOTAL OF SCHEDULE B : 178,086.40

SCHEDULE C : 30% Above88 1 TMT steel bar 80,000.00 kg 40.60 52.78 4,222,400.00

89 2 structural steel in builtup section 1,200.00 kg 48.35 62.86 75,426.00

90 3 800.00 kg 44.00 57.20 45,760.00

TOTAL OF SCHEDULE C : 4,343,586.00

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.

Stone screening 13.2 mm nominal size (Type-A)

Stone screening 11.1mm nominal size (Type-B)

Tack coat using bitumen on WBM



Supply and filling of stone aggregate 90 to 45mm

Supplying pig lead at site of work.






Tender Rate

SCHEDULE D : 32% AboveDRAINAGE AND SEWARAGE

91 1 400 mm wide drain cover 2,000.00 metre 715.00 943.80 1,887,600.00

92 2 25 nos 880.00 1161.60 29,040.00

93 3 3 nos 22110.00 29185.20 87,555.60

94 4 2 nos 11110.00 14665.20 29,330.40

95 5 2 nos 1155.00 1524.60 3,049.20

96 6 700.00 sqm 632.50 834.90 584,430.00

97 7 Kerb stone 300.00 metre 165.00 217.80 65,340.00 98 8 earth filling in embankment. 30,000.00 cum 90.00 118.80 3,564,000.00

99 9 400.00 metre 726.00 958.32 383,328.00

100 10 20.00 metre 1089.00 1437.48 28,749.60

101 11 150.00 sqm 589.00 777.48 116,622.00

102 12 GSB 3,500.00 cum 400.00 528.00 1,848,000.00 TOTAL OF SCHEDULE D : 8,627,044.80

32,492,886.84









Sl no Description of Item Total Quantity Unit Rate

SCHEDULE A: SUB HEAD NO-1: EARTH WORK1 1.1 Earth work 4,200.00 576.00 4,776.00 cum 91.50

2 2.1.1 800.00 1,000.00 1,800.00 metre 95.55

3 3 50.00 200.00 250.00 metre 125.17

4 4 EW in excavation 6,000.00 3,000.00 9,000.00 cum 93.55

5 5.1 4,000.00 300.00 4,300.00 cum 12.45

6 6 8,000.00 3,500.00 11,500.00 cum 30.25

SUB HEAD NO-2: WATER SUPPLY7 1.1 GI pipes 32 mm NB 800.00 400.00 1,200.00 metre 103.558 1.2 GI pipes 40 mm NB 1,200.00 960.00 2,160.00 metre 116.509 1.3 GI pipes 50 mm NB 400.00 320.00 720.00 metre 161.90

10 1.4 GI pipes 65 mm NB 600.00 600.00 1,200.00 metre 195.2511 1.5 GI pipes 80 mm NB 300.00 250.00 550.00 metre 275.15

12 2.1 Gate vulve 32 mm NB 15.00 13.00 28.00 metre 230.8513 2.2 Gate vulve 40 mm NB 8.00 9.00 17.00 metre 287.3514 2.3 Gate vulve 50 mm NB 5.00 7.00 12.00 metre 427.1515 2.4 Gate vulve 65 mm NB 5.00 7.00 12.00 metre 566.9516 2.5 Gate vulve 80 mm NB 4.00 3.00 7.00 metre 902.20

17 3.1 800.00 400.00 1,200.00 metre 3.10

18 3.2 1,200.00 960.00 2,160.00 metre 3.50

19 3.3 400.00 320.00 720.00 metre 4.15

20 3.4 600.00 600.00 1,200.00 metre 5.10

21 3.5 300.00 250.00 550.00 metre 5.95

22 4.1 800.00 400.00 1,200.00 metre 16.60

23 4.2 1,200.00 960.00 2,160.00 metre 16.80

24 4.3 400.00 320.00 720.00 metre 17.40

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 no

Anantnag Qty

Bijbehera Qty

Excavating trenches for pipes

Extra for excavating trenches

Extra for excavating for additional 1.5m

Filling with available soil

Painting 32 mm NB Pipes








25 4.4 600.00 600.00 1,200.00 metre 27.50

26 4.5 300.00 250.00 550.00 metre 28.35

-

27 5.1 1 1 2 nos 3940.00

28 6.1 25 28 53 nos 385.70

29 7.1 8 9 17 nos 2187.65

- SUB HEAD NO-3: BRICK WORK

30 1 200.00 800.00 1,000.00 cum 1383.00

SUB HEAD NO-4: STONE MASONRY31 1.1 CRM - - - cum 1335.20

32 1.2 - - - cum 240.05

SUB HEAD NO-5: FINISHING33 1 12 MM Thk morter 2,000.00 2,300.00 4,300.00 sqm 52.0034 2 Net Cement punning 2,000.00 2,300.00 4,300.00 sqm 13.30

35 3 80.00 50.00 130.00 sqm 24.25

SUB HEAD NO-6: FLOORING36 1.1 50 mm thk flooring 400.00 750.00 1,150.00 sqm 133.60

SUB HEAD NO-7: CEMENT CONCRETE37 1.1 1:2:4 Concrete 50.00 560.00 610.00 cum 1843.0038 1.2 1:4:8 PCC 500.00 720.00 1,220.00 cum 1404.70

SUB HEAD NO-8: REINFORCED CEMENT CONCRETE39 1.1 M-20 Concrete 1,000.00 580.00 1,580.00 cum 2284.0540 1.2.1 Wall column piller 100.00 250.00 350.00 cum 2411.4041 1.2.2 Beam, girder etc. 50.00 60.00 110.00 cum 2518.25

42 2.1 Add for M-25 concrete 1,000.00 890.00 1,890.00 cum 84.00

43 3.1 100.00 95.00 195.00 sqm 61.10

44 3.2 1,200.00 1,080.00 2,280.00 sqm 106.40

45 3.3 120.00 260.00 380.00 sqm 111.20

46 3.4 20.00 40.00 60.00 sqm 87.95

47 3.5 22.00 480.00 502.00 sqm 135.80

48 3.6 100.00 70.00 170.00 sqm 106.40

49 3.7.1 1,500.00 1,360.00 2,860.00 metre 29.90



Double acting CI air vulve



Brick work in 1:4 morter

extra in CRM above plinth

Synthetic enamel paint

Centring shuttering at foundation

Centring shuttering at wall etc.

Centring shuttering at roof etc.

Centring shuttering for column etc.

Centring shuttering at Lintel etc.

Centring shuttering at Stair.

Centring shuttering at Edges of slab and break in floor and walls under 20cm wide.

SUB HEAD NO-9: FENCING50 1 2.5m long post 500 340 840 nos 488.0051 2 RCC struts 45 30 75 nos 165.05

SUB HEAD NO-10: SEWERAGE -

52 1.1.1 10 16 26 nos 2437.24

53 1.2.1 15 17 32 nos 3796.85

54 2.1.1 1.20 1.00 2.20 metre 1702.15

55 2.2.1 8.00 10.00 18.00 metre 2039.15

56 3 MS foot rest 25 23 48 nos 70.0057 4.1.1 Spun pipe 12.00 8.00 20.00 metre 361.4558 5.1 Stone ware pipe 600.00 560.00 1,160.00 metre 111.60

59 6.1 16.00 12.00 28.00 metre 12.65

60 7.1 18 8 26 nos 6396.25

61 8 900.00 560.00 1,460.00 metre 233.35

62 9.1 4 4 8 nos 3268.85

63 10.1 8.00 7.00 15.00 metre 1265.25

SUB HEAD NO-11: ROADS & PATHWAYS

64 1 5,000.00 8,650.00 13,650.00 sqm 37.27

65 2.1 975.00 1,690.00 2,665.00 cum 374.65

66 2.2 650.00 1,130.00 1,780.00 cum 389.65

67 2.3 650.00 1,130.00 1,780.00 cum 432.55

68 3.1 975.00 1,690.00 2,665.00 cum 128.90

69 3.2 650.00 1,130.00 1,780.00 cum 122.00

70 3.3 650.00 1,130.00 1,780.00 cum 122.00

71 4 Morrum supply 1,200.00 955.00 2,155.00 cum 264.70

72 5.1 1,200.00 955.00 2,155.00 cum 470.95

73 5.2 1,200.00 955.00 2,155.00 cum 465.10

74 6.1 1,000.00 8,650.00 9,650.00 sqm 11.50

900x800x600 manhole

600mm dia SFRC cover



Painting 100 mm dia pipe

Soak pit 2.50m Dia 3.0m deep

1:5:10 PCC around 150mm dia SW pipe

150mm dia CI drop connection

extra for 150mm dia CI drop connection

Excavation for road 39cm depth



Stone aggregate 53 to 22.4 mm 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.

Stone screening 13.2 mm nominal size (Type-A)

Stone screening 11.1mm nominal size (Type-B)

Tack coat using bitumen on WBM

75 7.1 Asphalt paving 10,000.00 8,650.00 18,650.00 sqm 105.0076 8.1 Brick edging 2,000.00 2,255.00 4,255.00 metre 35.80

SUB HEAD NO-12: DRAINAGE -

77 1.1 20 cm deep BW drain 300.00 370.00 670.00 metre 195.20

78 2 1,200.00 795.00 1,995.00 metre 452.95

79 3 50.00 65.00 115.00 metre 360.95


80 1 1,000.00 660.00 1,660.00 cum 425.80

81 2.1 2,000.00 2,370.00 4,370.00 metre 126.65

82 3 60.00 63.00 123.00 metre 1820.85

83 4 2 3 5 nos 176.00

84 5 0.100 0.125 0.23 Quintal 3781.15

TOTAL OF SCHEDULE A :

SCHEDULE B : DSR STEEL ITEM

85 1.1 2,500.00 813.00 3,313.00 metre 38.50

86 2.1 300.00 542.00 842.00 metre 55.90

87 3 700.00 245.00 945.00 kg 37.30

TOTAL OF SCHEDULE B :

SCHEDULE C :88 1 TMT steel bar 80,000.00 52,573.00 132,573.00 kg 40.60

89 2 1,200.00 968.00 2,168.00 kg 48.35

90 3 800.00 673.00 1,473.00 kg 44.00

TOTAL OF SCHEDULE C :

SCHEDULE D : DRAINAGE AND SEWARAGE

91 1 2,000.00 1,639.00 3,639.00 metre 715.00

92 2 25 50 75 nos 880.00

93 3 3 3 6 nos 22110.00

94 4 2 3 5 nos 11110.00



Supply and filling of stone aggregate 90 to 45mm

Rain water pipe 110 mm dia.

300mm dia S&S spun pipe

300 mm dia lead caulked jionts.

Supplying pig lead at site of work.



40mm GI pipe hand rail

structural steel in builtup section


400 mm wide drain cover




95 5 2 3 5 nos 1155.00

96 6 700.00 470.00 1,170.00 sqm 632.50

97 7 Kerb stone 300.00 300.00 600.00 metre 165.00

98 8 30,000.00 75,000.00 105,000.00 cum 90.00

99 9 400.00 795.00 1,195.00 metre 726.00

100 10 20.00 65.00 85.00 metre 1089.00

101 11 150.00 131.00 281.00 sqm 589.00

102 12 RRM 1,000.00 1,900.00 2,900.00 cum 1259.75103 13 GSB 3,500.00 1,000.00 4,500.00 cum 400.00

TOTAL OF SCHEDULE D :

Anantnag Total Amount: Rs.Bijbehera Total Amount: Rs.

GRAND TOTAL



earth filling in embankment.




Amount Antg Bij

437,004.00 2.6.1 384,300.00 52,704.00

171,990.00 2.10.1.2 76,440.00 95,550.00

31,292.50 2.11 6,258.50 25,034.00

841,950.00 2.8.1 561,300.00 280,650.00

53,535.00 27.1 49,800.00 3,735.00

347,875.00 2.26 242,000.00 105,875.00

- - - 124,260.00 20.3.4 82,840.00 41,420.00 251,640.00 20.3.5 139,800.00 111,840.00 116,568.00 20.3.6 64,760.00 51,808.00 234,300.00 20.3.7 117,150.00 117,150.00 151,332.50 20.3.8 82,545.00 68,787.50 - - - 6,463.80 20.9.4 3,462.75 3,001.05 4,884.95 20.9.5 2,298.80 2,586.15 5,125.80 20.9.6 2,135.75 2,990.05 6,803.40 20.9.7 2,834.75 3,968.65 6,315.40 20.9.8 3,608.80 2,706.60 - - -

3,720.00 20.78.4 2,480.00 1,240.00

7,560.00 20.78.5 4,200.00 3,360.00

2,988.00 20.78.6 1,660.00 1,328.00

6,120.00 20.78.7 3,060.00 3,060.00

3,272.50 20.78.8 1,785.00 1,487.50

- - -

19,920.00 20.79.4 13,280.00 6,640.00

36,288.00 20.79.5 20,160.00 16,128.00

12,528.00 20.79.6 6,960.00 5,568.00

QUANTITYES (BOQ)

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

Station Yard of Qazigund Baramulla section of New BG Rail

Refference DSR-02

33,000.00 20.79.7 16,500.00 16,500.00

15,592.50 20.79.8 8,505.00 7,087.50

- - -

7,880.00 20.101.2 3,940.00 3,940.00

20,442.10 20.50.2 9,642.50 10,799.60

37,190.05 20.51.2 17,501.20 19,688.85

- - - - - -

1,383,000.00 6.2.1 276,600.00 1,106,400.00

- - - - 7.7.1 - -

- 7.8 - -

- - - 223,600.00 13.11.2 104,000.00 119,600.00 57,190.00 13.26 26,600.00 30,590.00

3,152.50 13.93.1 1,940.00 1,212.50

- - - 153,640.00 11.4.3 53,440.00 100,200.00 - - - 1,124,230.00 4.5.3 92,150.00 1,032,080.00 1,713,734.00 4.5.8 702,350.00 1,011,384.00 - - - 3,608,799.00 5.42.1 2,284,050.00 1,324,749.00 843,990.00 4.42.2.1 241,140.00 602,850.00 277,007.50 5.42.2.2 125,912.50 151,095.00

158,760.00 5.44.1 84,000.00 74,760.00

11,914.50 5.14.1 6,110.00 5,804.50

242,592.00 5.14.2 127,680.00 114,912.00

42,256.00 5.14.3 13,344.00 28,912.00

5,277.00 5.14.5 1,759.00 3,518.00

68,171.60 5.14.6 2,987.60 65,184.00

18,088.00 5.14.7 10,640.00 7,448.00

85,514.00 5.14.17.1 44,850.00 40,664.00

- - - 409,920.00 17.23 244,000.00 165,920.00 12,378.75 17.24.1 7,427.25 4,951.50 - - -

63,368.24 21.11.2.2 24,372.40 38,995.84

121,499.20 21.11.3.2 56,952.75 64,546.45

3,744.73 21.12.1.2 2,042.58 1,702.15

36,704.70 21.12.2.2 16,313.20 20,391.50

3,360.00 21.17.1 1,750.00 1,610.00 7,229.00 19.48.1.2 4,337.40 2,891.60 129,456.00 21.1.2 66,960.00 62,496.00

354.20 19.96.2 202.40 151.80

166,302.50 21.39.2 115,132.50 51,170.00

340,691.00 21.2.2 210,015.00 130,676.00

26,150.80 21.22.2 13,075.40 13,075.40

18,978.75 21.23.2 10,122.00 8,856.75

- - -

508,735.50 17.1 186,350.00 322,385.50

998,442.25 17.4.1 365,283.75 633,158.50

693,577.00 17.4.2 253,272.50 440,304.50

769,939.00 17.4.3 281,157.50 488,781.50

343,518.50 17.6.1 125,677.50 217,841.00

217,160.00 17.6.2 79,300.00 137,860.00

217,160.00 17.6.3 79,300.00 137,860.00

570,428.50 17.8 317,640.00 252,788.50

1,014,897.25 17.10.1 565,140.00 449,757.25

1,002,290.50 17.10.2 558,120.00 444,170.50

110,975.00 17.47.1 11,500.00 99,475.00

1,958,250.00 17.58.2 1,050,000.00 908,250.00 152,329.00 17.14.1 71,600.00 80,729.00 - - -

130,784.00 21.35.2.2 58,560.00 72,224.00

903,635.25 21.2.5 543,540.00 360,095.25

41,509.25 21.3.8 18,047.50 23,461.75

- -

706,828.00 17.4.1 425,800.00 281,028.00

553,460.50 12.78.2 253,300.00 300,160.50

223,964.55 20.27.7 109,251.00 114,713.55

880.00 20.45.7 352.00 528.00

850.76 20.46 378.12 472.64

25,478,510.28 - - - - - -

127,550.50 17.26.1 96,250.00 31,300.50

47,067.80 17.32.1 16,770.00 30,297.80

35,248.50 10.33.3 26,110.00 9,138.50

209,866.80 - - - -

NS item - - 5,382,463.80 3,248,000.00 2,134,463.80

104,822.80 58,020.00 46,802.80

64,812.00 35,200.00 29,612.00

5,552,098.60 - - - - - -

2,601,885.00 NS item 1,430,000.00 1,171,885.00

66,000.00 NS item 22,000.00 44,000.00

132,660.00 NS item 66,330.00 66,330.00

55,550.00 NS item 22,220.00 33,330.00

5,775.00 NS item 2,310.00 3,465.00

740,025.00 NS item 442,750.00 297,275.00

99,000.00 NS item 49,500.00 49,500.00

9,450,000.00 NS item 2,700,000.00 6,750,000.00

867,570.00 NS item 290,400.00 577,170.00

92,565.00 NS item 21,780.00 70,785.00

165,509.00 NS item 88,350.00 77,159.00

3,653,275.00 7.1.1 1,259,750.00 2,393,525.00 1,800,000.00 NS item 1,400,000.00 400,000.00 19,729,814.00 - -

23,532,773.90 27,437,515.78 50,970,289.68 23,532,773.90 27,437,515.78

50,970,289.68

Documents

Boq of Circulating Area