sudha nallah compartive

8/6/2019 SUDHA NALLAH COMPARTIVE

1/16

Particulars of item

UNIT NOS Length Breadth Height QTY Rate

1

R.D 158-290 Mt. cum 1 x 1 132.8 6.5 0.8 690.56

cum 2 x 0.5 132.8 2.9 3 1155.36

1845.92

a) All kind of soil 80%1476.74 150

b) Ordinary rock 20% 369.18 250

2

cum 1 x 1 132.8 15 0.25 498.00 350

3

cum 1 x 1 132.8 11.7 0.15 233.06 3000

4

Flair cum 2 x 2 10 0.85 2.8 95.20

Taking 80% Qty 76.16 3200

5

Bed cum 1 x 1 132.8 11.2 0.35 520.58

Walls cum 1 x 2 112.8 0.28 2.5 155.10

Restoration/Remodelling of Sudha nallah/Spill channel RD. 158-290 Mt. of SHP Stage-IIIMashka.

(WorkNo.14)

BOQ

Earth work in excavation over areas(exceeding 30 cm in depth, 1.5m inwidth as well as 10 sqm on plan)including disposal of excavated earth,and lift upto 1.5m disposed earth to beleveled and neatly dressed

d) Dismantling concrete grouted stonepitching in aprons drains etc includingstacking of serviceable material anddisposal of unserviceable material,stacking/ disposal lead upto 100 meters

P/L in cement concrete in kerbs, stepsand the live at or new grown levelexcluding the cost of centering andshuttering all works upto plinth level1:3:6 nallah aggregate (1 cement: 3coarse sand: 6 aggregate stone

aggregate 20mm nominal size)

Providing and laying in position cementconcrete of specified grade excludingthe cost of centering and shuttering all works upto plinth level:

b) 1:2:4( 1 cement: 2 coarse sand: 4graded stone aggregate 20mm nominalsize) Nallah

Providing and laying in positionspecified grade of reinforced cementconcrete excluding the cost ofcentering, shuttering, finishing andreinforcement all works upto plinthlevel.

b) 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20mmnominal size)


2/16

Haunch cum 2 x 0.5 112.8 0.2 0.2 4.51

680.19 7200

8

qty vide item no 5 No 1 x 1 680.19 8.2 5578 40

9

DESCRIPTIONDIA

NOS

10 12

Bottam & Top Raft 10 885 X 2 X 1 11.80 20886

10 96 X 2 X 1 132.7 25478.4

Walls Horizantal bars 10 17 X 2 X 2 132.7 9023.6

Walls Vertical upto 1.50m ht. 10 564 X 2 X 2 2.35 5301.6


Flair Walls R.D.158-168M(Horz) 10 19 X 2 X 1 10.00 380

Flair Walls R.D.158-168M(Ver.)) 10 67 X 2 X 1 3.4 455.6

Flair Walls R.D.280-290M(Horz) 10 17 X 2 X 1 10 340


overlaps in walls 10 8 X 67 X 1 0.6 321.6


overlaps in bed 10 2 X 885 X 1 0.6 1062

Haunch 10 2 X 410 X 1 1.2 984

Chairs 12 1300 X 1 X 1 1.25 1625

73054.9 1625

0.62 0.89

45294.0 1443

46737 52

10

Add extra over items of reinforcementcement concrete (Beams/ columns/slabs/ tank) for supply and applicationof synthetic fibre (Polyester 12mmRecron 3.5 or equivalent) properlymixed with sand/ cement/ aggregates

including casting of slab (with does of125gms per 50 kg of cement i.e. 0.25%by weight of cement or in ratio asspecified by manufactures specificationor as directed by the Engineer-in-charge

Perpack

of125gms

Reinforcement for RCC work includingstrengthening, cutting , bending,placing in position and binding allcomplete

Mild steel and medium tensile steelbars

BAR

INMTRS

LENGTH OF

BAR IN MTRS

Reinforcement for R.C.C. workincluding straightening, cutting,bending, placing in position and bindingall complete

Centering and shuttering includingstrutting, propping etc and removal ofform work for R/wall, return walls.


3/16

Foundation Sqm 1 x 2 132.8 0.5 132.80 150

Walls Sqm 2 x 2 112.8 2.5 1128.00 200

22

1 x 1 132 20 2640.00 2.5

28

Sqm 1 x 9 10.35 0.35 32.60

Sqm 2 x 9 2.5 0.28 12.60

45.20 1000

Rmt 1 x 9 15.5 139.5 1000

kg 1 x 2 112.8 0.25 10.69 602.92 150

32

Cum 1 x 2 132.9 1.3 3 1036.62 45

36

i) 3 kims

Qty vide item no.3 Cum 1 x 1 233.06 0.92 214.42



910.26 80

c) Soling stone

i) 3 kms Cum 1 x 1 95.20 0.2 19.04 90

MT 46.74 300

a) Walls (any thickness) includingattached pilasters, buttresses, plinthand string courses etc.

a) Clearing jungle including uprooting ofrank vegetation, grass brush wood,trees and saplings of girth upto 30cms

measured at the height of 1M uptoground level and removal of rubbishupto a distance of 50m outside theperiphery of the area cleared

100sqm

a) Providing and fixing of 12mm thickbituminous mastic felt sheets in jointsbetween CC or in masonry structurebehind PVC seals including cost andcarriage of mastic felt and connectedcharges complete

b) Providing and fitting of PVC waterstop with approved material shown inthe drawing as per specificationincluding cost and carriage of allmaterial labour , plant, machinery etcand including vulcanization of joints,fitting of water face site of the grount

b) Providing and fixing of GI Sheets 16guage for construction joints includingall leads & lifts & carriage upto site forthe complete job.

Filling of available earth in spacebehind RCC wall

Carriage of materials by mechanicaltransport including loading, unloadingand stacking for an average lead

b) sand, Stone, aggregate below 40mmnominal size)

d) Steel/GI sheet(50 km lead fromBasohli (store) to site


4/16

Qty vide item no.3 MT 1 x 1 233.06 4.4 51.27



354.52 250

e) Cement (50 km lead from Basohli(store) to site

Total


5/16

Particulars of item UNIT NOS Length Breadth Height QTY Rate

1

R.D 158-290 Mt. cum 1 x 1 132.8 6.5 0.8 690.56

cum 2 x 0.5 132.8 2.9 3 1155.36

1845.92

a) All kind of soil 80% 1476.74 150

b) Ordinary rock 20% 369.18 250

2

cum 1 x 1 132.8 15 0.25 498.00 350

3

cum 1 x 1 132.8 11.7 0.1 155.38 3000

4

Flair cum 2 x 2 10 0.85 2.8 95.20

Taking 80% Qty 76.16 3200

Restoration/Remodelling of Sudha nallah/Spill channel RD. 158-290 Mt. of SHP Stage-IIIMashka.

(WorkNo.14)

BOQ

Earth work in excavation over areas(exceeding 30 cm in depth, 1.5m inwidth as well as 10 sqm on plan)including disposal of excavated earth,and lift upto 1.5m disposed earth to beleveled and neatly dressed

d) Dismantling concrete grouted stonepitching in aprons drains etc includingstacking of serviceable material anddisposal of unserviceable material,stacking/ disposal lead upto 100 meters

P/L in cement concrete in kerbs, stepsand the live at or new grown levelexcluding the cost of centering andshuttering all works upto plinth level1:3:6 nallah aggregate (1 cement: 3coarse sand: 6 aggregate stoneaggregate 20mm nominal size)

Providing and laying in position cementconcrete of specified grade excludingthe cost of centering and shuttering all works upto plinth level:

b) 1:2:4( 1 cement: 2 coarse sand: 4graded stone aggregate 20mm nominalsize) Nallah


6/16

5

Bed cum 1 x 1 132.8 11 0.25 365.20

Walls cum 1 x 2 112.8 0.2 2.5 112.80

Haunch cum 2 x 0.5 112.8 0.2 0.2 4.51

482.51 7200

8

qty vide item no 5 No 1 x 1 482.51 8.2 3957 40

9

DESCRIPTION

DIA

NOS

10 12

Bottam & Top Raft 10 885 X 2 X 1 11.80 20886

10 96 X 2 X 1 132.7 25478.4

Walls Horizantal bars 10 17 X 2 X 2 132.7 9023.6



Flair Walls R.D.158-168M(Horz) 10 19 X 2 X 1 10.00 380Flair Walls R.D.158-168M(Ver.)) 10 67 X 2 X 1 3.4 455.6

Flair Walls R.D.280-290M(Horz) 10 17 X 2 X 1 10 340




overlaps in bed 10 2 X 885 X 1 0.6 1062

Haunch 10 2 X 410 X 1 1.2 984

Chairs 12 1300 X 1 X 1 1.25 1625

73054.9 1625

Providing and laying in positionspecified grade of reinforced cementconcrete excluding the cost ofcentering, shuttering, finishing andreinforcement all works upto plinthlevel.

b) 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm

nominal size)

Add extra over items of reinforcementcement concrete (Beams/ columns/slabs/ tank) for supply and applicationof synthetic fibre (Polyester 12mmRecron 3.5 or equivalent) properlymixed with sand/ cement/ aggregatesincluding casting of slab (with does of125gms per 50 kg of cement i.e. 0.25%

by weight of cement or in ratio asspecified by manufactures specificationor as directed by the Engineer-in-charge

Perpack

of125gms

Reinforcement for RCC work includingstrengthening, cutting , bending,placing in position and binding allcomplete

Mild steel and medium tensile steelbars

BARIN

MTRS

TOTAL LENGTH OFBAR IN MTRS

Reinforcement for R.C.C. workincluding straightening, cutting,bending, placing in position and bindingall complete


7/16

0.62 0.89

45294.0 1443

46737.0 52

10

Foundation Sqm 1 x 2 132.8 0.5 132.80 150

Walls Sqm 2 x 2 112.8 2.5 1128.00 200

22

1 x 1 132 20 2640.00 2.5

28

Sqm 1 x 9 10.35 0.35 32.60

Sqm 2 x 9 2.5 0.28 12.60

45.20 1000

Rmt 1 x 9 15.5 139.5 1000

kg 1 x 2 112.8 0.25 10.69 602.92 150

32

Cum 1 x 2 132.9 1.3 3 1036.62 45

36

i) 3 kims

Qty vide item no.3Cum 1 x 1 155.38 0.92 142.95


Centering and shuttering includingstrutting, propping etc and removal ofform work for R/wall, return walls.

a) Walls (any thickness) including

attached pilasters, buttresses, plinthand string courses etc.

a) Clearing jungle including uprooting ofrank vegetation, grass brush wood,trees and saplings of girth upto 30cmsmeasured at the height of 1M uptoground level and removal of rubbishupto a distance of 50m outside theperiphery of the area cleared

100sqm

a) Providing and fixing of 12mm thickbituminous mastic felt sheets in jointsbetween CC or in masonry structurebehind PVC seals including cost andcarriage of mastic felt and connectedcharges complete

b) Providing and fitting of PVC waterstop with approved material shown in

the drawing as per specificationincluding cost and carriage of allmaterial labour , plant, machinery etcand including vulcanization of joints,fitting of water face site of the grount

b) Providing and fixing of GI Sheets 16guage for construction joints includingall leads & lifts & carriage upto site forthe complete job.

Filling of available earth in space

behind RCC wall

Carriage of materials by mechanicaltransport including loading, unloadingand stacking for an average lead

b) sand, Stone, aggregate below 40mmnominal size)


8/16


656.92 80

c) Soling stone

i) 3 kms Cum 1 x 1 95.20 0.2 19.04 90

MT 46.74 300




256.38 250

d) Steel/GI sheet(50 km lead fromBasohli (store) to site

e) Cement (50 km lead from Basohli

(store) to site

Total


9/16

Amount

221510.4

92296

174300

699192

243712

at


10/16

###

###

###


11/16

19920

225600

6600

45202.5

139500

90437.4

46647.9

72820.72

1713.6

14021.11


12/16


13/16

Amount

221510.4

92296

174300

466128

243712

at


14/16

###

###


15/16

###

19920

225600

6600

45202.5

139500

90437.4

46647.9


16/16

52553.93

1713.6

14021.11

64095.96

###

sudha nallah compartive

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