Boq Of Circulating Area
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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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
SCHEDULE OF ITEMS RATE AND QUANTITYES (BOQ) Name of work: Construction of Miscellaneous External Development Works at Anantnag, (Package M-12) on Qazigund - Baramulla Section of New BG Rail Line Project (J&K) BOQ Item Tender Sl no Description of Item Quantity Unit Rate no Rate
Tender Amount
SCHEDULE A: 45% Above 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
SUB HEAD NO-1: EARTH WORK Earth work 4,200.00 Excavating trenches for pipes 800.00 Extra for excavating trenches 50.00 EW in excavation 6,000.00 Extra for excavating for 4,000.00 additional 1.5m Filling with available soil 8,000.00 SUB HEAD NO-2: WATER SUPPLY GI pipes 32 mm NB 800.00 GI pipes 40 mm NB 1,200.00 GI pipes 50 mm NB 400.00 GI pipes 65 mm NB 600.00 GI pipes 80 mm NB 300.00
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
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
22
4.1
23
4.2
24
4.3
25
4.4
26
4.5
27
5.1
28
6.1
29
7.1
30
1
31 32
1.1 1.2
33 34
1 2
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
cum metre metre cum
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
cum
12.45
18.05
72,210.00
cum
30.25
43.86
350,900.00
metre metre metre metre metre
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
15.00 8.00 5.00 5.00 4.00
metre metre metre metre metre
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
800.00 1,200.00 400.00 600.00 300.00
metre metre metre metre metre
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
800.00
metre
16.60
24.07
19,256.00
1,200.00
metre
16.80
24.36
29,232.00
400.00
metre
17.40
25.23
10,092.00
600.00
metre
27.50
39.88
23,925.00
300.00
metre
28.35
41.11
12,332.25
1
nos
3940.00
5713.00
5,713.00
25
nos
385.70
559.27
13,981.63
8
nos
2187.65
3172.09
25,376.74
cum
1383.00
2005.35
401,070.00
cum cum
1335.20 240.05
1936.04 348.07
1,936,040.00 -
sqm sqm
52.00 13.30
75.40 19.29
SUB HEAD NO-3: BRICK WORK Brick work in 1:4 morter 200.00 SUB HEAD NO-4: STONE MASONRY CRM 1,000.00 extra in CRM above plinth SUB HEAD NO-5: FINISHING 12 MM Thk morter 2,000.00 Net Cement punning 2,000.00
L:\M-12\BOQ OF CIRCULATING AREA.xls
Page 19 of 36
150,800.00 38,570.00
35
3
Synthetic enamel paint 80.00 sqm SUB HEAD NO-6: FLOORING 50 mm thk flooring 400.00 sqm SUB HEAD NO-7: CEMENT CONCRETE 1:2:4 Concrete 50.00 cum 1:4:8 PCC 500.00 cum SUB HEAD NO-8: REINFORCED CEMENT CONCRETE M-20 Concrete 1,000.00 cum Wall column piller 100.00 cum Beam, girder etc. 50.00 cum Add for M-25 concrete 1,000.00 cum Centring shuttering at 100.00 sqm foundation Centring shuttering at wall etc. 1,200.00 sqm Centring shuttering at roof etc. 120.00 sqm Centring shuttering for column 20.00 sqm etc.
36
1.1
37 38
1.1 1.2
39 40 41 42
1.1 1.2.1 1.2.2 2.1
43
3.1
44 45
3.2 3.3
46
3.4
47
3.5
Centring shuttering at Lintel etc.
48
3.6
49
3.7.1
50 51
1 2
52 53
1.1.1 1.2.1
54
2.1.1
55
2.2.1
56 57 58 59 60
3 4.1.1 5.1 6.1 7.1
61
8
62
9.1
63
10.1
Centring shuttering at Stair. 100.00 Centring shuttering at Edges of slab and break in floor and walls 1,500.00 under 20cm wide. SUB HEAD NO-9: FENCING 2.5m long post RCC struts SUB HEAD NO-10: SEWERAGE 900x800x600 manhole 10 600mm dia SFRC cover 15 Extra for manhole size 1.20 900x800x600 Extra for manhole size 8.00 120x900x900 MS foot rest 25 Spun pipe 12.00 Stone ware pipe 600.00 Painting 100 mm dia pipe 16.00 Soak pit 2.50m Dia 3.0m deep 18 1:5:10 PCC around 150mm dia 900.00 SW pipe 150mm dia CI drop connection 4 extra for 150mm dia CI drop 8.00 connection SUB HEAD NO-11: ROADS & PATHWAYS
64
1
65
2.1
66
2.2
67
2.3
68
3.1
69
3.2
70
3.3
71
4
Excavation for road 39cm depth Stone aggregate 90 to 45 mm 150mm thk Stone aggregate 65 to 45 mm 100mm thk 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. Morrum supply
L:\M-12\BOQ OF CIRCULATING AREA.xls
24.25
35.16
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
3311.87 3496.53 3651.46 121.80
3,311,872.50 349,653.00 182,573.13 121,800.00
61.10
88.60
8,859.50
106.40 111.20
154.28 161.24
185,136.00 19,348.80
87.95
127.53
2,550.55
sqm
135.80
196.91
4,332.02
sqm
106.40
154.28
15,428.00
metre
29.90
43.36
65,032.50
nos nos
488.00 165.05
707.60 239.32
nos nos
2437.24 3796.85
3534.00 5505.43
35,339.98 82,581.49
metre
1702.15
2468.12
2,961.74
metre
2039.15
2956.77
23,654.14
nos metre metre metre nos
70.00 361.45 111.60 12.65 6396.25
101.50 524.10 161.82 18.34 9274.56
2,537.50 6,289.23 97,092.00 293.48 166,942.13
metre
233.35
338.36
304,521.75
nos
3268.85
4739.83
18,959.33
metre
1265.25
1834.61
14,676.90
5,000.00
sqm
37.27
54.04
270,207.50
975.00
cum
374.65
543.24
529,661.44
650.00
cum
389.65
564.99
367,245.13
650.00
cum
432.55
627.20
407,678.38
975.00
cum
128.90
186.91
182,232.38
650.00
cum
122.00
176.90
114,985.00
650.00
cum
122.00
176.90
114,985.00
1,200.00
cum
264.70
383.82
460,578.00
22.00
Page 20 of 36
-
72
5.1
Stone screening 13.2 mm nominal size (Type-A)
1,200.00
cum
470.95
682.88
819,453.00
73
5.2
Stone screening 11.1mm nominal size (Type-B)
1,200.00
cum
465.10
674.40
809,274.00
74
6.1
sqm
11.50
16.68
16,675.00
75 76
7.1 8.1
sqm metre
105.00 35.80
77
1.1
metre
195.20
152.25 51.91 0.00 283.04
1,522,500.00 103,820.00 84,912.00
78
2
metre
452.95
656.78
788,133.00
79
3
metre
360.95
523.38
26,168.88
80
1
cum
425.80
617.41
617,410.00
81 82
2.1 3
metre metre
126.65 1820.85
183.64 2640.23
367,285.00 158,413.95
83
4
2
nos
176.00
255.20
510.40
84
5
0.100
Quintal
3781.15
5482.67
548.27
Tack coat using bitumen on 1,000.00 WBM Asphalt paving 10,000.00 Brick edging 2,000.00 SUB HEAD NO-12: DRAINAGE 20 cm deep BW drain 300.00 laying PCC 1:5:10 around 300 1,200.00 dia hume pipe laying PCC 1:5:10 around 500 50.00 dia hume pipe SUB HEAD NO-13: MISCELLANEOUS Supply and filling of stone 1,000.00 aggregate 90 to 45mm Rain water pipe 110 mm dia. 2,000.00 300mm dia S&S spun pipe 60.00 300 mm dia lead caulked jionts. Supplying pig lead at site of work. TOTAL OF SCHEDULE A :
19,344,169.64
SCHEDULE B : 28% Above 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. 40mm GI pipe hand rail TOTAL OF SCHEDULE B :
2,500.00
metre
38.50
49.28
123,200.00
300.00
metre
55.90
71.55
21,465.60
700.00
kg
37.30
47.74
33,420.80 178,086.40
SCHEDULE C : 30% Above 88
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
structural steel work in single section TOTAL OF SCHEDULE C :
L:\M-12\BOQ OF CIRCULATING AREA.xls
4,343,586.00
Page 21 of 36
SCHEDULE D : 32% Above 91
1
92
2
93
3
94
4
95
5
96
6
97 98
7 8
99
9
100
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 :
2,000.00
metre
715.00
943.80
1,887,600.00
25
nos
880.00
1161.60
29,040.00
3
nos
22110.00 29185.20
87,555.60
2
nos
11110.00 14665.20
29,330.40
2
nos
1155.00
1524.60
3,049.20
700.00
sqm
632.50
834.90
584,430.00
300.00 30,000.00
metre cum
165.00 90.00
217.80 118.80
65,340.00 3,564,000.00
400.00
metre
726.00
958.32
383,328.00
20.00
metre
1089.00
1437.48
28,749.60
150.00
sqm
589.00
777.48
116,622.00
3,500.00
cum
400.00
528.00
1,848,000.00 8,627,044.80
32,492,886.84
L:\M-12\BOQ OF CIRCULATING AREA.xls
Page 22 of 36
2)
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Page 23 of 36
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Page 24 of 36
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Page 25 of 36
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Page 26 of 36
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 app station building, Circulating area, roads, Flood opening channels, Culvert, boundary fencings, retaining walls, water supply, sew drainage arrangement and other ancilliary works at Anantnag and Bijbehera Station Yard of Qazigund Baramulla section of N Line Project, J&K. BOQ Item Anantnag Description of Item no Qty SCHEDULE A: SUB HEAD NO-1: EARTH WORK 1 1.1 Earth work 4,200.00 Excavating trenches 2 2.1.1 800.00 for pipes Extra for excavating 3 3 50.00 trenches 4 4 EW in excavation 6,000.00 Extra for excavating 5 5.1 4,000.00 for additional 1.5m Filling with available 6 6 8,000.00 soil SUB HEAD NO-2: WATER SUPPLY 7 1.1 GI pipes 32 mm NB 800.00 8 1.2 GI pipes 40 mm NB 1,200.00 9 1.3 GI pipes 50 mm NB 400.00 10 1.4 GI pipes 65 mm NB 600.00 11 1.5 GI pipes 80 mm NB 300.00
Bijbehera Qty
Total Quantity
Unit
Rate
576.00
4,776.00
cum
91.50
1,000.00
1,800.00
metre
95.55
200.00
250.00
metre
125.17
3,000.00
9,000.00
cum
93.55
300.00
4,300.00
cum
12.45
3,500.00
11,500.00
cum
30.25
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
103.55 116.50 161.90 195.25 275.15
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
800.00
400.00
1,200.00
metre
3.10
1,200.00
960.00
2,160.00
metre
3.50
400.00
320.00
720.00
metre
4.15
600.00
600.00
1,200.00
metre
5.10
300.00
250.00
550.00
metre
5.95
800.00
400.00
1,200.00
metre
16.60
1,200.00
960.00
2,160.00
metre
16.80
400.00
320.00
720.00
metre
17.40
Sl no
12 13 14 15 16
2.1 2.2 2.3 2.4 2.5
17
3.1
18
3.2
19
3.3
20
3.4
21
3.5
22
4.1
23
4.2
24
4.3
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 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 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
25
4.4
26
4.5
Zone V sand filling around the pipes 65 mm NB Zone V sand filling around the pipes 80 mm NB
600.00
600.00
1,200.00
metre
27.50
300.00
250.00
550.00
metre
28.35
27
5.1
28
6.1
29
7.1
Double acting CI air vulve Masonry Chamber 300x300x500 Masonry Chamber 600x600x750
1
1
2
nos
3940.00
25
28
53
nos
385.70
8
9
17
nos
2187.65
cum
1383.00
cum
1335.20
cum
240.05
sqm sqm
52.00 13.30
sqm
24.25
sqm
133.60
cum cum
1843.00 1404.70
cum cum cum
2284.05 2411.40 2518.25
30
1
31
1.1
32
1.2
33 34
1 2
35
3
36
1.1
37 38
1.1 1.2
39 40 41
1.1 1.2.1 1.2.2
42
2.1
43
3.1
44
3.2
45
3.3
46
3.4
47
3.5
48
3.6
SUB HEAD NO-3: BRICK WORK Brick work in 1:4 200.00 800.00 1,000.00 morter SUB HEAD NO-4: STONE MASONRY CRM extra in CRM above plinth SUB HEAD NO-5: FINISHING 12 MM Thk morter 2,000.00 2,300.00 4,300.00 Net Cement punning 2,000.00 2,300.00 4,300.00 Synthetic enamel 80.00 50.00 130.00 paint SUB HEAD NO-6: FLOORING 50 mm thk flooring 400.00 750.00 1,150.00 SUB HEAD NO-7: CEMENT CONCRETE 1:2:4 Concrete 50.00 560.00 610.00 1:4:8 PCC 500.00 720.00 1,220.00 SUB HEAD NO-8: REINFORCED CEMENT CONCRETE M-20 Concrete 1,000.00 580.00 1,580.00 Wall column piller 100.00 250.00 350.00 Beam, girder etc. 50.00 60.00 110.00 Add for M-25 concrete 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.
1,000.00
890.00
1,890.00
cum
84.00
100.00
95.00
195.00
sqm
61.10
1,200.00
1,080.00
2,280.00
sqm
106.40
120.00
260.00
380.00
sqm
111.20
20.00
40.00
60.00
sqm
87.95
22.00
480.00
502.00
sqm
135.80
100.00
70.00
170.00
sqm
106.40
49
3.7.1
50 51
1 2
52
1.1.1
53
1.2.1
54
2.1.1
55
2.2.1
56 57 58
3 4.1.1 5.1
59
6.1
60
7.1
61
8
62
9.1
63
10.1
64
1
65
2.1
66
2.2
67
2.3
68
3.1
69
3.2
70
3.3
71
4
72
5.1
Centring shuttering at Edges of slab and break in floor and 1,500.00 1,360.00 walls under 20cm wide. SUB HEAD NO-9: FENCING 2.5m long post 500 340 RCC struts 45 30 SUB HEAD NO-10: SEWERAGE 900x800x600 10 16 manhole 600mm dia SFRC 15 17 cover Extra for manhole size 1.20 1.00 900x800x600 Extra for manhole size 8.00 10.00 120x900x900 MS foot rest 25 23 Spun pipe 12.00 8.00 Stone ware pipe 600.00 560.00 Painting 100 mm dia 16.00 12.00 pipe Soak pit 2.50m Dia 18 8 3.0m deep 1:5:10 PCC around 900.00 560.00 150mm dia SW pipe 150mm dia CI drop 4 4 connection extra for 150mm dia 8.00 7.00 CI drop connection SUB HEAD NO-11: ROADS & PATHWAYS Excavation for road 5,000.00 8,650.00 39cm depth Stone aggregate 90 to 975.00 1,690.00 45 mm 150mm thk Stone aggregate 65 to 650.00 1,130.00 45 mm 100mm thk 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. Morrum supply Stone screening 13.2 mm nominal size (Type-A)
2,860.00
metre
29.90
840 75 -
nos nos
488.00 165.05
26
nos
2437.24
32
nos
3796.85
2.20
metre
1702.15
18.00
metre
2039.15
48 20.00 1,160.00
nos metre metre
70.00 361.45 111.60
28.00
metre
12.65
26
nos
6396.25
1,460.00
metre
233.35
8
nos
3268.85
15.00
metre
1265.25
13,650.00
sqm
37.27
2,665.00
cum
374.65
1,780.00
cum
389.65
650.00
1,130.00
1,780.00
cum
432.55
975.00
1,690.00
2,665.00
cum
128.90
650.00
1,130.00
1,780.00
cum
122.00
650.00
1,130.00
1,780.00
cum
122.00
1,200.00
955.00
2,155.00
cum
264.70
1,200.00
955.00
2,155.00
cum
470.95
73
5.2
74
6.1
75 76
7.1 8.1
77
1.1
78
2
79
3
80
1
81
2.1
82
3
83
4
84
5
SCHEDULE B : 85
1.1
86
2.1
87
3
SCHEDULE C : 88 1 89
2
90
3
SCHEDULE D : 91
1
92
2
Stone screening 11.1mm nominal size (Type-B)
1,200.00
955.00
2,155.00
cum
465.10
9,650.00
sqm
11.50
18,650.00 4,255.00 670.00
sqm metre
105.00 35.80
metre
195.20
1,995.00
metre
452.95
115.00
metre
360.95
1,660.00
cum
425.80
4,370.00
metre
126.65
123.00
metre
1820.85
5
nos
176.00
0.23
Quintal
3781.15
813.00
3,313.00
metre
38.50
542.00
842.00
metre
55.90
245.00
945.00
kg
37.30
52,573.00
132,573.00
kg
40.60
968.00
2,168.00
kg
48.35
673.00
1,473.00
kg
44.00
1,639.00
3,639.00
metre
715.00
50
75
nos
880.00
Tack coat using 1,000.00 8,650.00 bitumen on WBM Asphalt paving 10,000.00 8,650.00 Brick edging 2,000.00 2,255.00 SUB HEAD NO-12: DRAINAGE 20 cm deep BW drain 300.00 370.00 laying PCC 1:5:10 around 300 dia hume 1,200.00 795.00 pipe laying PCC 1:5:10 around 500 dia hume 50.00 65.00 pipe SUB HEAD NO-13: MISCELLANEOUS Supply and filling of stone aggregate 90 to 1,000.00 660.00 45mm Rain water pipe 110 2,000.00 2,370.00 mm dia. 300mm dia S&S spun 60.00 63.00 pipe 300 mm dia lead 2 3 caulked jionts. Supplying pig lead at 0.100 0.125 site of work. TOTAL OF SCHEDULE A : DSR STEEL ITEM 1.8m fencing with GI 2,500.00 barbed wire. 1.2m fencing with GI 300.00 barbed wire. 40mm GI pipe hand 700.00 rail TOTAL OF SCHEDULE B :
TMT steel bar 80,000.00 structural steel in 1,200.00 builtup section structural steel work in 800.00 single section TOTAL OF SCHEDULE C : DRAINAGE AND SEWARAGE 400 mm wide drain 2,000.00 cover 560 mm dia SFRC 25 Manhole cover
93
3
94
4
95
5
96
6
97
7
98
8
99
9
100
10
101
11
102 103
12 13
Trolley mounted 22.5kg capacity fire 3 extinguisher Trolley mounted 50ltr capacity foam tipe fire 2 extinguisher Sand bucket fire 2 extinguisher set. M-30 grade interlocking paver 700.00 block Kerb stone 300.00 earth filling in 30,000.00 embankment. 300 mm dia NP3 RCC 400.00 hume pipe 500 mm dia NP3 RCC 20.00 hume pipe M-40 grade Precast cement concrete 150.00 chequred tiles. RRM 1,000.00 GSB 3,500.00 TOTAL OF SCHEDULE D :
3
6
nos
22110.00
3
5
nos
11110.00
3
5
nos
1155.00
470.00
1,170.00
sqm
632.50
300.00
600.00
metre
165.00
75,000.00
105,000.00
cum
90.00
795.00
1,195.00
metre
726.00
65.00
85.00
metre
1089.00
131.00
281.00
sqm
589.00
1,900.00 1,000.00
2,900.00 4,500.00
cum cum
1259.75 400.00
Anantnag Total Amount: Rs. Bijbehera Total Amount: Rs.
GRAND TOTAL
YES (BOQ)
proaches and/ or stair cases approaches to etaining walls, water supply, sewarage and Qazigund Baramulla section of New BG Rail Amount
Refference DSR-02
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
82,840.00 139,800.00 64,760.00 117,150.00 82,545.00 3,462.75 2,298.80 2,135.75 2,834.75 3,608.80 -
41,420.00 111,840.00 51,808.00 117,150.00 68,787.50 3,001.05 2,586.15 2,990.05 3,968.65 2,706.60 -
124,260.00 251,640.00 116,568.00 234,300.00 151,332.50 6,463.80 4,884.95 5,125.80 6,803.40 6,315.40 -
20.3.4 20.3.5 20.3.6 20.3.7 20.3.8 20.9.4 20.9.5 20.9.6 20.9.7 20.9.8
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
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 57,190.00
13.11.2 13.26
104,000.00 26,600.00
119,600.00 30,590.00
3,152.50
13.93.1
1,940.00
1,212.50 100,200.00 1,032,080.00 1,011,384.00 1,324,749.00 602,850.00 151,095.00
153,640.00 1,124,230.00 1,713,734.00 3,608,799.00 843,990.00 277,007.50
5.42.1 4.42.2.1 5.42.2.2
53,440.00 92,150.00 702,350.00 2,284,050.00 241,140.00 125,912.50
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
11.4.3 4.5.3 4.5.8
85,514.00
5.14.17.1
44,850.00
40,664.00
409,920.00 12,378.75 -
17.23 17.24.1
244,000.00 7,427.25 -
165,920.00 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 7,229.00 129,456.00
21.17.1 19.48.1.2 21.1.2
1,750.00 4,337.40 66,960.00
1,610.00 2,891.60 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
1,958,250.00 152,329.00 130,784.00
17.58.2 17.14.1 21.35.2.2
1,050,000.00 71,600.00 58,560.00
908,250.00 80,729.00 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
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
-
-
209,866.80 NS item
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 1,800,000.00 19,729,814.00
7.1.1 NS item
1,259,750.00 1,400,000.00 23,532,773.90
2,393,525.00 400,000.00 27,437,515.78
23,532,773.90 27,437,515.78
50,970,289.68
50,970,289.68
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
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 36
SCHEDULE OF ITEMS RATE AND QUANTITYES (BOQ) Name of work: Construction of Miscellaneous External Development Works at Anantnag, (Package M-12) on Qazigund - Baramulla Section of New BG Rail Line Project (J&K) BOQ Item Tender Sl no Description of Item Quantity Unit Rate no Rate
Tender Amount
SCHEDULE A: 45% Above 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
SUB HEAD NO-1: EARTH WORK Earth work 4,200.00 Excavating trenches for pipes 800.00 Extra for excavating trenches 50.00 EW in excavation 6,000.00 Extra for excavating for 4,000.00 additional 1.5m Filling with available soil 8,000.00 SUB HEAD NO-2: WATER SUPPLY GI pipes 32 mm NB 800.00 GI pipes 40 mm NB 1,200.00 GI pipes 50 mm NB 400.00 GI pipes 65 mm NB 600.00 GI pipes 80 mm NB 300.00
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
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
22
4.1
23
4.2
24
4.3
25
4.4
26
4.5
27
5.1
28
6.1
29
7.1
30
1
31 32
1.1 1.2
33 34
1 2
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
cum metre metre cum
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
cum
12.45
18.05
72,210.00
cum
30.25
43.86
350,900.00
metre metre metre metre metre
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
15.00 8.00 5.00 5.00 4.00
metre metre metre metre metre
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
800.00 1,200.00 400.00 600.00 300.00
metre metre metre metre metre
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
800.00
metre
16.60
24.07
19,256.00
1,200.00
metre
16.80
24.36
29,232.00
400.00
metre
17.40
25.23
10,092.00
600.00
metre
27.50
39.88
23,925.00
300.00
metre
28.35
41.11
12,332.25
1
nos
3940.00
5713.00
5,713.00
25
nos
385.70
559.27
13,981.63
8
nos
2187.65
3172.09
25,376.74
cum
1383.00
2005.35
401,070.00
cum cum
1335.20 240.05
1936.04 348.07
1,936,040.00 -
sqm sqm
52.00 13.30
75.40 19.29
SUB HEAD NO-3: BRICK WORK Brick work in 1:4 morter 200.00 SUB HEAD NO-4: STONE MASONRY CRM 1,000.00 extra in CRM above plinth SUB HEAD NO-5: FINISHING 12 MM Thk morter 2,000.00 Net Cement punning 2,000.00
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Page 19 of 36
150,800.00 38,570.00
35
3
Synthetic enamel paint 80.00 sqm SUB HEAD NO-6: FLOORING 50 mm thk flooring 400.00 sqm SUB HEAD NO-7: CEMENT CONCRETE 1:2:4 Concrete 50.00 cum 1:4:8 PCC 500.00 cum SUB HEAD NO-8: REINFORCED CEMENT CONCRETE M-20 Concrete 1,000.00 cum Wall column piller 100.00 cum Beam, girder etc. 50.00 cum Add for M-25 concrete 1,000.00 cum Centring shuttering at 100.00 sqm foundation Centring shuttering at wall etc. 1,200.00 sqm Centring shuttering at roof etc. 120.00 sqm Centring shuttering for column 20.00 sqm etc.
36
1.1
37 38
1.1 1.2
39 40 41 42
1.1 1.2.1 1.2.2 2.1
43
3.1
44 45
3.2 3.3
46
3.4
47
3.5
Centring shuttering at Lintel etc.
48
3.6
49
3.7.1
50 51
1 2
52 53
1.1.1 1.2.1
54
2.1.1
55
2.2.1
56 57 58 59 60
3 4.1.1 5.1 6.1 7.1
61
8
62
9.1
63
10.1
Centring shuttering at Stair. 100.00 Centring shuttering at Edges of slab and break in floor and walls 1,500.00 under 20cm wide. SUB HEAD NO-9: FENCING 2.5m long post RCC struts SUB HEAD NO-10: SEWERAGE 900x800x600 manhole 10 600mm dia SFRC cover 15 Extra for manhole size 1.20 900x800x600 Extra for manhole size 8.00 120x900x900 MS foot rest 25 Spun pipe 12.00 Stone ware pipe 600.00 Painting 100 mm dia pipe 16.00 Soak pit 2.50m Dia 3.0m deep 18 1:5:10 PCC around 150mm dia 900.00 SW pipe 150mm dia CI drop connection 4 extra for 150mm dia CI drop 8.00 connection SUB HEAD NO-11: ROADS & PATHWAYS
64
1
65
2.1
66
2.2
67
2.3
68
3.1
69
3.2
70
3.3
71
4
Excavation for road 39cm depth Stone aggregate 90 to 45 mm 150mm thk Stone aggregate 65 to 45 mm 100mm thk 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. Morrum supply
L:\M-12\BOQ OF CIRCULATING AREA.xls
24.25
35.16
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
3311.87 3496.53 3651.46 121.80
3,311,872.50 349,653.00 182,573.13 121,800.00
61.10
88.60
8,859.50
106.40 111.20
154.28 161.24
185,136.00 19,348.80
87.95
127.53
2,550.55
sqm
135.80
196.91
4,332.02
sqm
106.40
154.28
15,428.00
metre
29.90
43.36
65,032.50
nos nos
488.00 165.05
707.60 239.32
nos nos
2437.24 3796.85
3534.00 5505.43
35,339.98 82,581.49
metre
1702.15
2468.12
2,961.74
metre
2039.15
2956.77
23,654.14
nos metre metre metre nos
70.00 361.45 111.60 12.65 6396.25
101.50 524.10 161.82 18.34 9274.56
2,537.50 6,289.23 97,092.00 293.48 166,942.13
metre
233.35
338.36
304,521.75
nos
3268.85
4739.83
18,959.33
metre
1265.25
1834.61
14,676.90
5,000.00
sqm
37.27
54.04
270,207.50
975.00
cum
374.65
543.24
529,661.44
650.00
cum
389.65
564.99
367,245.13
650.00
cum
432.55
627.20
407,678.38
975.00
cum
128.90
186.91
182,232.38
650.00
cum
122.00
176.90
114,985.00
650.00
cum
122.00
176.90
114,985.00
1,200.00
cum
264.70
383.82
460,578.00
22.00
Page 20 of 36
-
72
5.1
Stone screening 13.2 mm nominal size (Type-A)
1,200.00
cum
470.95
682.88
819,453.00
73
5.2
Stone screening 11.1mm nominal size (Type-B)
1,200.00
cum
465.10
674.40
809,274.00
74
6.1
sqm
11.50
16.68
16,675.00
75 76
7.1 8.1
sqm metre
105.00 35.80
77
1.1
metre
195.20
152.25 51.91 0.00 283.04
1,522,500.00 103,820.00 84,912.00
78
2
metre
452.95
656.78
788,133.00
79
3
metre
360.95
523.38
26,168.88
80
1
cum
425.80
617.41
617,410.00
81 82
2.1 3
metre metre
126.65 1820.85
183.64 2640.23
367,285.00 158,413.95
83
4
2
nos
176.00
255.20
510.40
84
5
0.100
Quintal
3781.15
5482.67
548.27
Tack coat using bitumen on 1,000.00 WBM Asphalt paving 10,000.00 Brick edging 2,000.00 SUB HEAD NO-12: DRAINAGE 20 cm deep BW drain 300.00 laying PCC 1:5:10 around 300 1,200.00 dia hume pipe laying PCC 1:5:10 around 500 50.00 dia hume pipe SUB HEAD NO-13: MISCELLANEOUS Supply and filling of stone 1,000.00 aggregate 90 to 45mm Rain water pipe 110 mm dia. 2,000.00 300mm dia S&S spun pipe 60.00 300 mm dia lead caulked jionts. Supplying pig lead at site of work. TOTAL OF SCHEDULE A :
19,344,169.64
SCHEDULE B : 28% Above 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. 40mm GI pipe hand rail TOTAL OF SCHEDULE B :
2,500.00
metre
38.50
49.28
123,200.00
300.00
metre
55.90
71.55
21,465.60
700.00
kg
37.30
47.74
33,420.80 178,086.40
SCHEDULE C : 30% Above 88
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
structural steel work in single section TOTAL OF SCHEDULE C :
L:\M-12\BOQ OF CIRCULATING AREA.xls
4,343,586.00
Page 21 of 36
SCHEDULE D : 32% Above 91
1
92
2
93
3
94
4
95
5
96
6
97 98
7 8
99
9
100
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 :
2,000.00
metre
715.00
943.80
1,887,600.00
25
nos
880.00
1161.60
29,040.00
3
nos
22110.00 29185.20
87,555.60
2
nos
11110.00 14665.20
29,330.40
2
nos
1155.00
1524.60
3,049.20
700.00
sqm
632.50
834.90
584,430.00
300.00 30,000.00
metre cum
165.00 90.00
217.80 118.80
65,340.00 3,564,000.00
400.00
metre
726.00
958.32
383,328.00
20.00
metre
1089.00
1437.48
28,749.60
150.00
sqm
589.00
777.48
116,622.00
3,500.00
cum
400.00
528.00
1,848,000.00 8,627,044.80
32,492,886.84
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2)
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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 app station building, Circulating area, roads, Flood opening channels, Culvert, boundary fencings, retaining walls, water supply, sew drainage arrangement and other ancilliary works at Anantnag and Bijbehera Station Yard of Qazigund Baramulla section of N Line Project, J&K. BOQ Item Anantnag Description of Item no Qty SCHEDULE A: SUB HEAD NO-1: EARTH WORK 1 1.1 Earth work 4,200.00 Excavating trenches 2 2.1.1 800.00 for pipes Extra for excavating 3 3 50.00 trenches 4 4 EW in excavation 6,000.00 Extra for excavating 5 5.1 4,000.00 for additional 1.5m Filling with available 6 6 8,000.00 soil SUB HEAD NO-2: WATER SUPPLY 7 1.1 GI pipes 32 mm NB 800.00 8 1.2 GI pipes 40 mm NB 1,200.00 9 1.3 GI pipes 50 mm NB 400.00 10 1.4 GI pipes 65 mm NB 600.00 11 1.5 GI pipes 80 mm NB 300.00
Bijbehera Qty
Total Quantity
Unit
Rate
576.00
4,776.00
cum
91.50
1,000.00
1,800.00
metre
95.55
200.00
250.00
metre
125.17
3,000.00
9,000.00
cum
93.55
300.00
4,300.00
cum
12.45
3,500.00
11,500.00
cum
30.25
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
103.55 116.50 161.90 195.25 275.15
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
800.00
400.00
1,200.00
metre
3.10
1,200.00
960.00
2,160.00
metre
3.50
400.00
320.00
720.00
metre
4.15
600.00
600.00
1,200.00
metre
5.10
300.00
250.00
550.00
metre
5.95
800.00
400.00
1,200.00
metre
16.60
1,200.00
960.00
2,160.00
metre
16.80
400.00
320.00
720.00
metre
17.40
Sl no
12 13 14 15 16
2.1 2.2 2.3 2.4 2.5
17
3.1
18
3.2
19
3.3
20
3.4
21
3.5
22
4.1
23
4.2
24
4.3
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 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 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
25
4.4
26
4.5
Zone V sand filling around the pipes 65 mm NB Zone V sand filling around the pipes 80 mm NB
600.00
600.00
1,200.00
metre
27.50
300.00
250.00
550.00
metre
28.35
27
5.1
28
6.1
29
7.1
Double acting CI air vulve Masonry Chamber 300x300x500 Masonry Chamber 600x600x750
1
1
2
nos
3940.00
25
28
53
nos
385.70
8
9
17
nos
2187.65
cum
1383.00
cum
1335.20
cum
240.05
sqm sqm
52.00 13.30
sqm
24.25
sqm
133.60
cum cum
1843.00 1404.70
cum cum cum
2284.05 2411.40 2518.25
30
1
31
1.1
32
1.2
33 34
1 2
35
3
36
1.1
37 38
1.1 1.2
39 40 41
1.1 1.2.1 1.2.2
42
2.1
43
3.1
44
3.2
45
3.3
46
3.4
47
3.5
48
3.6
SUB HEAD NO-3: BRICK WORK Brick work in 1:4 200.00 800.00 1,000.00 morter SUB HEAD NO-4: STONE MASONRY CRM extra in CRM above plinth SUB HEAD NO-5: FINISHING 12 MM Thk morter 2,000.00 2,300.00 4,300.00 Net Cement punning 2,000.00 2,300.00 4,300.00 Synthetic enamel 80.00 50.00 130.00 paint SUB HEAD NO-6: FLOORING 50 mm thk flooring 400.00 750.00 1,150.00 SUB HEAD NO-7: CEMENT CONCRETE 1:2:4 Concrete 50.00 560.00 610.00 1:4:8 PCC 500.00 720.00 1,220.00 SUB HEAD NO-8: REINFORCED CEMENT CONCRETE M-20 Concrete 1,000.00 580.00 1,580.00 Wall column piller 100.00 250.00 350.00 Beam, girder etc. 50.00 60.00 110.00 Add for M-25 concrete 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.
1,000.00
890.00
1,890.00
cum
84.00
100.00
95.00
195.00
sqm
61.10
1,200.00
1,080.00
2,280.00
sqm
106.40
120.00
260.00
380.00
sqm
111.20
20.00
40.00
60.00
sqm
87.95
22.00
480.00
502.00
sqm
135.80
100.00
70.00
170.00
sqm
106.40
49
3.7.1
50 51
1 2
52
1.1.1
53
1.2.1
54
2.1.1
55
2.2.1
56 57 58
3 4.1.1 5.1
59
6.1
60
7.1
61
8
62
9.1
63
10.1
64
1
65
2.1
66
2.2
67
2.3
68
3.1
69
3.2
70
3.3
71
4
72
5.1
Centring shuttering at Edges of slab and break in floor and 1,500.00 1,360.00 walls under 20cm wide. SUB HEAD NO-9: FENCING 2.5m long post 500 340 RCC struts 45 30 SUB HEAD NO-10: SEWERAGE 900x800x600 10 16 manhole 600mm dia SFRC 15 17 cover Extra for manhole size 1.20 1.00 900x800x600 Extra for manhole size 8.00 10.00 120x900x900 MS foot rest 25 23 Spun pipe 12.00 8.00 Stone ware pipe 600.00 560.00 Painting 100 mm dia 16.00 12.00 pipe Soak pit 2.50m Dia 18 8 3.0m deep 1:5:10 PCC around 900.00 560.00 150mm dia SW pipe 150mm dia CI drop 4 4 connection extra for 150mm dia 8.00 7.00 CI drop connection SUB HEAD NO-11: ROADS & PATHWAYS Excavation for road 5,000.00 8,650.00 39cm depth Stone aggregate 90 to 975.00 1,690.00 45 mm 150mm thk Stone aggregate 65 to 650.00 1,130.00 45 mm 100mm thk 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. Morrum supply Stone screening 13.2 mm nominal size (Type-A)
2,860.00
metre
29.90
840 75 -
nos nos
488.00 165.05
26
nos
2437.24
32
nos
3796.85
2.20
metre
1702.15
18.00
metre
2039.15
48 20.00 1,160.00
nos metre metre
70.00 361.45 111.60
28.00
metre
12.65
26
nos
6396.25
1,460.00
metre
233.35
8
nos
3268.85
15.00
metre
1265.25
13,650.00
sqm
37.27
2,665.00
cum
374.65
1,780.00
cum
389.65
650.00
1,130.00
1,780.00
cum
432.55
975.00
1,690.00
2,665.00
cum
128.90
650.00
1,130.00
1,780.00
cum
122.00
650.00
1,130.00
1,780.00
cum
122.00
1,200.00
955.00
2,155.00
cum
264.70
1,200.00
955.00
2,155.00
cum
470.95
73
5.2
74
6.1
75 76
7.1 8.1
77
1.1
78
2
79
3
80
1
81
2.1
82
3
83
4
84
5
SCHEDULE B : 85
1.1
86
2.1
87
3
SCHEDULE C : 88 1 89
2
90
3
SCHEDULE D : 91
1
92
2
Stone screening 11.1mm nominal size (Type-B)
1,200.00
955.00
2,155.00
cum
465.10
9,650.00
sqm
11.50
18,650.00 4,255.00 670.00
sqm metre
105.00 35.80
metre
195.20
1,995.00
metre
452.95
115.00
metre
360.95
1,660.00
cum
425.80
4,370.00
metre
126.65
123.00
metre
1820.85
5
nos
176.00
0.23
Quintal
3781.15
813.00
3,313.00
metre
38.50
542.00
842.00
metre
55.90
245.00
945.00
kg
37.30
52,573.00
132,573.00
kg
40.60
968.00
2,168.00
kg
48.35
673.00
1,473.00
kg
44.00
1,639.00
3,639.00
metre
715.00
50
75
nos
880.00
Tack coat using 1,000.00 8,650.00 bitumen on WBM Asphalt paving 10,000.00 8,650.00 Brick edging 2,000.00 2,255.00 SUB HEAD NO-12: DRAINAGE 20 cm deep BW drain 300.00 370.00 laying PCC 1:5:10 around 300 dia hume 1,200.00 795.00 pipe laying PCC 1:5:10 around 500 dia hume 50.00 65.00 pipe SUB HEAD NO-13: MISCELLANEOUS Supply and filling of stone aggregate 90 to 1,000.00 660.00 45mm Rain water pipe 110 2,000.00 2,370.00 mm dia. 300mm dia S&S spun 60.00 63.00 pipe 300 mm dia lead 2 3 caulked jionts. Supplying pig lead at 0.100 0.125 site of work. TOTAL OF SCHEDULE A : DSR STEEL ITEM 1.8m fencing with GI 2,500.00 barbed wire. 1.2m fencing with GI 300.00 barbed wire. 40mm GI pipe hand 700.00 rail TOTAL OF SCHEDULE B :
TMT steel bar 80,000.00 structural steel in 1,200.00 builtup section structural steel work in 800.00 single section TOTAL OF SCHEDULE C : DRAINAGE AND SEWARAGE 400 mm wide drain 2,000.00 cover 560 mm dia SFRC 25 Manhole cover
93
3
94
4
95
5
96
6
97
7
98
8
99
9
100
10
101
11
102 103
12 13
Trolley mounted 22.5kg capacity fire 3 extinguisher Trolley mounted 50ltr capacity foam tipe fire 2 extinguisher Sand bucket fire 2 extinguisher set. M-30 grade interlocking paver 700.00 block Kerb stone 300.00 earth filling in 30,000.00 embankment. 300 mm dia NP3 RCC 400.00 hume pipe 500 mm dia NP3 RCC 20.00 hume pipe M-40 grade Precast cement concrete 150.00 chequred tiles. RRM 1,000.00 GSB 3,500.00 TOTAL OF SCHEDULE D :
3
6
nos
22110.00
3
5
nos
11110.00
3
5
nos
1155.00
470.00
1,170.00
sqm
632.50
300.00
600.00
metre
165.00
75,000.00
105,000.00
cum
90.00
795.00
1,195.00
metre
726.00
65.00
85.00
metre
1089.00
131.00
281.00
sqm
589.00
1,900.00 1,000.00
2,900.00 4,500.00
cum cum
1259.75 400.00
Anantnag Total Amount: Rs. Bijbehera Total Amount: Rs.
GRAND TOTAL
YES (BOQ)
proaches and/ or stair cases approaches to etaining walls, water supply, sewarage and Qazigund Baramulla section of New BG Rail Amount
Refference DSR-02
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
82,840.00 139,800.00 64,760.00 117,150.00 82,545.00 3,462.75 2,298.80 2,135.75 2,834.75 3,608.80 -
41,420.00 111,840.00 51,808.00 117,150.00 68,787.50 3,001.05 2,586.15 2,990.05 3,968.65 2,706.60 -
124,260.00 251,640.00 116,568.00 234,300.00 151,332.50 6,463.80 4,884.95 5,125.80 6,803.40 6,315.40 -
20.3.4 20.3.5 20.3.6 20.3.7 20.3.8 20.9.4 20.9.5 20.9.6 20.9.7 20.9.8
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
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 57,190.00
13.11.2 13.26
104,000.00 26,600.00
119,600.00 30,590.00
3,152.50
13.93.1
1,940.00
1,212.50 100,200.00 1,032,080.00 1,011,384.00 1,324,749.00 602,850.00 151,095.00
153,640.00 1,124,230.00 1,713,734.00 3,608,799.00 843,990.00 277,007.50
5.42.1 4.42.2.1 5.42.2.2
53,440.00 92,150.00 702,350.00 2,284,050.00 241,140.00 125,912.50
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
11.4.3 4.5.3 4.5.8
85,514.00
5.14.17.1
44,850.00
40,664.00
409,920.00 12,378.75 -
17.23 17.24.1
244,000.00 7,427.25 -
165,920.00 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 7,229.00 129,456.00
21.17.1 19.48.1.2 21.1.2
1,750.00 4,337.40 66,960.00
1,610.00 2,891.60 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
1,958,250.00 152,329.00 130,784.00
17.58.2 17.14.1 21.35.2.2
1,050,000.00 71,600.00 58,560.00
908,250.00 80,729.00 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
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
-
-
209,866.80 NS item
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 1,800,000.00 19,729,814.00
7.1.1 NS item
1,259,750.00 1,400,000.00 23,532,773.90
2,393,525.00 400,000.00 27,437,515.78
23,532,773.90 27,437,515.78
50,970,289.68
50,970,289.68
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