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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)
8/6/2019 SUDHA NALLAH COMPARTIVE
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
Walls Vertical upto 2.50m ht. 10 564 X 2 X 2 3.35 7557.6
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
Flair Walls R.D.280-290M(Ver.)) 10 67 X 2 X 1 3.15 422.1
overlaps in walls 10 8 X 67 X 1 0.6 321.6
overlaps in walls 10 2 X 78 X 9 0.6 842.4
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.
8/6/2019 SUDHA NALLAH COMPARTIVE
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
Qty vide item no.4 Cum 1 x 1 76.16 0.92 70.07
Qty vide item no.5 Cum 1 x 1 680.19 0.92 625.77
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
8/6/2019 SUDHA NALLAH COMPARTIVE
4/16
Qty vide item no.3 MT 1 x 1 233.06 4.4 51.27
Qty vide item no.4 MT 1 x 1 76.16 6.4 24.37
Qty vide item no.5 MT 1 x 1 680.19 8.2 278.88
354.52 250
e) Cement (50 km lead from Basohli(store) to site
Total
8/6/2019 SUDHA NALLAH COMPARTIVE
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
8/6/2019 SUDHA NALLAH COMPARTIVE
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
Walls Vertical upto 1.50m ht. 10 564 X 2 X 2 2.35 5301.6
Walls Vertical upto 2.50m ht. 10 564 X 2 X 2 3.35 7557.6
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
Flair Walls R.D.280-290M(Ver.)) 10 67 X 2 X 1 3.15 422.1
overlaps in walls 10 8 X 67 X 1 0.6 321.6
overlaps in walls 10 2 X 78 X 9 0.6 842.4
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
8/6/2019 SUDHA NALLAH COMPARTIVE
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
Qty vide item no.4 Cum 1 x 1 76.16 0.92 70.07
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)
8/6/2019 SUDHA NALLAH COMPARTIVE
8/16
Qty vide item no.5 Cum 1 x 1 482.51 0.92 443.91
656.92 80
c) Soling stone
i) 3 kms Cum 1 x 1 95.20 0.2 19.04 90
MT 46.74 300
Qty vide item no.3 MT 1 x 1 155.38 4.4 34.18
Qty vide item no.4 MT 1 x 1 76.16 6.4 24.37
Qty vide item no.5 MT 1 x 1 482.51 8.2 197.83
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
8/6/2019 SUDHA NALLAH COMPARTIVE
9/16
Amount
221510.4
92296
174300
699192
243712
at
8/6/2019 SUDHA NALLAH COMPARTIVE
10/16
###
###
###
8/6/2019 SUDHA NALLAH COMPARTIVE
11/16
19920
225600
6600
45202.5
139500
90437.4
46647.9
72820.72
1713.6
14021.11
8/6/2019 SUDHA NALLAH COMPARTIVE
12/16
8/6/2019 SUDHA NALLAH COMPARTIVE
13/16
Amount
221510.4
92296
174300
466128
243712
at
8/6/2019 SUDHA NALLAH COMPARTIVE
14/16
###
###
8/6/2019 SUDHA NALLAH COMPARTIVE
15/16
###
19920
225600
6600
45202.5
139500
90437.4
46647.9
8/6/2019 SUDHA NALLAH COMPARTIVE
16/16
52553.93
1713.6
14021.11
64095.96
###