Balance External Development Works Anantnag

Balance External Development Works at Anantnag Station Yard on on QazigundBaramulla New BG Rail Line Project. Sl no

BOQ Item

Description of Item

Unit

Rate (in Rs.)

BOQ Qty.

BOQ Amount

Ref:

SCHEDULE A: Quoted rete 0% Above SUB HEAD NO-1: EARTH WORK

1

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 as directed, within a lead of 50 m.

DSR-2007 2.8, Page 64

All kinds of soil. SUB HEAD NO-2: WATER SUPPLY 2

4

Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall. 15mm dia NB

cum

103.40

61.00

6,307.40

2.8.1

metre

144.75

3.30

477.68

18.11.1

SUB HEAD NO-3: BRICK WORK & FINISHING Brick work with F.P.S. bricks of class designation 75 in foundation and plinth cum in:Cement mortar 1:4 (1 cement : 4 coarse sand)

2293.40

25.00

57,335.00

6.1.1, P-99

5

12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand)

sqm

97.90

225.00

22,027.50

13.7.2, Page201

6

Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.

sqm

598.65

3.30

1,975.55

11.37, Page177

7

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

sqm

556.60

7.00

3,896.20

11.36, Page177

sqm

35.35

36.00

1,272.60

13.61, Page 206

8

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work SUB HEAD NO-7: CEMENT CONCRETE Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

-

9

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

cum

3257.45

15.20

49,513.24 4.1.3, Page-79

10

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

cum

2449.00

16.00

39,184.00 4.1.8, Page-79

25865598.xls

Page 1 of 4

Sl no

BOQ Item

11

Description of Item

Unit

Rate (in Rs.)

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-25 grade reinforced cement concrete by using 410kg. of cement per cum of concrete. All work up to floor V level.

cum

4147.40

0.20

829.48

sqm.

187.35

2.00

374.70 5.9.5, Page-89

sqm.

632.50

67.50

cum

90.00

250.00

Centering and shuttering including strutting, propping etc. and removal of form for : Shelves (Cast in situ) Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 Grade made by block making machine with strong vibratory compaction & of approved size & design/shape laid in required colour & pattern over including the base of 50 mm thick compacted bed of coarse , filling the joints with coarse sand etc. all complete as per direction of Engineer In Charge

BOQ Qty.

BOQ Amount

42,693.75

Note : (1) The sand used shall be slightly moist and the moisture content shall be about 4% by weight. (2) After laying the paver block, the top surface shall be vibrated to final level and sweep the extra sand over the blocks into the joints and vibrate into place. (3) The shape and size shall be approved by the Engineer-in-charge. (4) The payment shall be made on laid area basis, without deducting joints if any. However the width of the joint should not be more than specified.

12

Earth work in filling in embankment with contractor’s own earth of approved quality obtained from approved quarry outside Rly limits including excavation, loading into contractor’s vehicles, leading to site of embankment, unloading, spreading in layers, breaking clods, levelling, mechanical compaction, sectioning to profile and dressing of slopes and surfaces, bunding at top, with all lead and lifts, labour, tools, plant, dag-belling etc, complete as per MORTH specifications for mechanical compaction and as directed by the Engineer-in-charge.

i) The rate quoted includes all charges for obtaining earth, royality, seigniorage and other taxes, etc. ii) Before starting the work Bushes, Shrubs and Jungle are to be cleared and the rate quoted is deemed to include such cost. iii) The payment shall be made on crosssectional area basis after compaction. iv) The rate includes mechanical compaction as per specifications.

25865598.xls

Page 2 of 4

22,500.00

Ref:

5.33, Page-93

NS Item

Sl no

BOQ Item

13

Description of Item

15

15

Rate (in Rs.)

BOQ Qty.

BOQ Amount

Painting runways/ taxi track/ apron marking with adequate no. of coats to give uniform finish with road marking paint of superior make as approved by the engineer-in-charge ie. Cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete. Old work (One or more coats)

14

Unit

Ref:

DSR2007:16.47 Page 247

sqm

Providing and fixing CP brass bib cock of approved quality conforming to IS :8931; 15 each mm Nominal Bore

Providing and fixing precast Kerb stone RM (Konkrete make or of equivalent make) of size 300x300x150 in M-20 cement concrete and setting in position with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggreate 12.5mm nominal size) of 400 mm wide and 75 mm thick including cost of excavtion etc with all contractors material, labour, transportation, lead & lift etc. Complete including cost of incident charges for successful completion of work and as directed by Engineer-in-charge at site. NOTE:(1) The thickness shall be 150 mm. Precast 400x500 drain cover RM TOTAL OF SCHEDULE A : 100% OF SCHEDULE A : Quoted Rate 0% Above

43.10

313.10

0.00

3.00

18.49.1, Page-: Correction No-I: 118/SE/(S&S) 939.30 IEEI/CS-DSR2007/66; Dated 13-03-2008 N.S. Item

165.00

70.00

11,550.00

715.00

0.00

260,876.39 260,876.39

SCHEDULE B: Quoted rete 0% Above DSR STEEL ITEM Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars 17

Fencing with GI barbed wire. 9.38 kg per 100m (minimum); Payment to be made per metre cost of total length of barbed wire used.

18

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

kg

42.70

6.00

metre

8.45

4,480.00

5.22.3, Page92

37,856.00

16.18.1, Page242

10.25

kg

51.20

400.00

TOTAL OF SCHEDULE B :

20,480.00 58,592.20

GRAND TOTAL

25865598.xls

256.20

Page 3 of 4

319,468.59

10.25.2, Page 166

Balance External Development Works at Anantnag Station Yard on on Qazigund-Baramulla New BG Rail Line Project. Sl no

BOQ Item

Description of Item

Unit

Rate (in Rs.)

BOQ Qty.

BOQ Amount

SCHEDULE A: Quoted rete 0% Above 1

2 3 4 5 6 7 8

SUB HEAD NO-1: EARTH WORK Earth work in excavation All kinds of soil. cum SUB HEAD NO-2: WATER SUPPLY GI Pipe 25mm dia NB metre GI Pipe 15mm dia NB metre SUB HEAD NO-3: BRICK WORK & FINISHING Brick work . cum 12 mm cement plaster sqm Providing and laying Ceramic glazed floor sqm tiles Providing and fixing Ist quality ceramic sqm glazed wall tiles. Painting with synthetic enamel paint. sqm SUB HEAD NO-7: CEMENT CONCRETE

103.40

61.00

6,307.40

179.65 144.75

3.30

477.68

2293.40 97.90

25.00 225.00

57,335.00 22,027.50

598.65

3.30

1,975.55

556.60

7.00

3,896.20

35.35

36.00

1,272.60

9

1:2:4 Concrete

cum

3257.45

15.20

49,513.24

10

cum cum sqm.

2449.00 4147.40 187.35

16.00 0.20 2.00

39,184.00 829.48 374.70

sqm.

632.50

67.50

12

1:4:8 concrete M-25 Concrete Shuttering of shelves. Providing and laying 60 mm thick factory made cement concrete interlocking paver block. Earth work in filling.

cum

90.00

250.00

13

Providing and fixing CP brass bib cock.

each

313.10

3.00

939.30

14 15

Providing and fixing precast Kerb stone. RM Precast 400x500 drain cover RM TOTAL OF SCHEDULE A : 100% OF SCHEDULE A : Quoted Rate 0% Above

165.00 275.00

70.00 -

11,550.00 260,876.39 365,226.95

11

42,693.75 22,500.00

SCHEDULE B: Quoted rete 0% Above DSR STEEL ITEM Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars 17 18

kg

Fencing with GI barbed wire. 9.38 kg per metre 100m. Steel work welded in built up sections kg TOTAL OF SCHEDULE B : 100% OF SCHEDULE B : Quoted Rate 0% Above

42.70

6.00

8.45

4,480.00

37,856.00

51.20

400.00

20,480.00 58,592.20 84,958.69

GRAND TOTAL

25865598.xls

Page 4 of 4

256.20

450,185.64