Improvement Development of drain from Sanatan Dharam Mandir to water supply store New
Seelampur [ -- Sanatan Dharam Mandir to water supply store ] by pdg.RCC Item from in Jafrabad
18-37
Sr.No
Item No.
1
1.1.1
2
11.20.1
3
13.18
4
13.4.2
5
16.69
6
19.19.4.1
7
2.8.1
8
4.1.10
9
5.22.3
10
5.37
11
5.9.1
12
mcd8
Description
1.1 Carriage of material by mechanical transport including
loading, unloading and stacking 1.1.1 Lime, moorum,
building rubbish ;
11.20 Chequerred precast cement concrete tiles 22 mm thick
in footpath and courtyard jointed with neat cement slurry
mixed with pigment to match the shade of tiles including
rubbing and cleaning etc. complete on 20 mm thick bed of
cement mortar 1:4 (1 cement: 4 coarse sand). 11.20.1 Light
shade using white cement.
13.18 Neat cement punning
13.4 12 mm cement plaster of mix : 13.4.2 1:6 (1 cement: 6
coarse sand)
16.69 Providing and laying at or near ground level factory
made kerb stone of M-25 grade cement in position to the
required line, level and curvature jointed with cement mortar
1:3 (1 cement: 3 coarse sand) including making joints with or
without grooves (thickness of joints except at sharp curve
shall not to more than 5mm) including making drainage
opening wherever required complete etc. as per direction of
Engineer-in-charge (length of finished kerb edging shall be
measured for payment). (Precast C.C. kerb stone shall be
approved by Engineer-in-charge).
19.19 Providing and fixing in position pre-cast R.C.C.
manhole cover and frame of required shape and approved
quality 19.19.4 EHD - 35 19.19.4.1 Circular shape 560 mm
internal dia.
2.8 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. 2.8.1 All kinds of soil.
4.1 Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level : 4.1.10 1:5:10 (1
cement : 5 coarse sand : 10 graded stone aggregate 40 mm
nominal size)
5.22 Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all
complete upto plinth level. 5.22.3 Cold twisted bars
5.37 Providing and laying in position ready mixed concrete
manufactured in fully automatic batching plant and
transported to site of work in transit mixer for a lead up to
10kms having continuous agitated mixer, manufactured as
per mix design of specified grade for reinforced cement
concrete work including pumping of R.M.C. from transit
mixer to site of laying , excluding the cost of centering,
shuttering finishing and reinforcement including cost of
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
the Engineer - in - charge. M-25 grade Reinforced cement
concrete by using 380 kg of cement per cum of concrete. All
works up to Plinth level.
5.9 Centering and shuttering including strutting, propping
etc. and removal of form for : 5.9.1 Foundations, footings,
bases of columns, etc. for mass concrete.
mcd8 Constructing cement concrete chanel 1:2:4 (1cement:
Quantity
Rate
Unit
Amount
119.63
104.04
cum
12446.31
86.25
775.45
sqm
66882.56
191.25
21.40
sqm
4092.75
191.25
72.70
sqm
13903.88
3.38
4252.70
cum
14352.86
2.00
1223.00
each
2446.00
119.63
103.40
cum
12369.23
10.88
2237.75
cum
24335.53
6150.00
42.70
kg
262605.00
61.50
4192.80
cum
257857.20
337.50
119.25
sqm
40246.88
75.00
131.15
metre
9836.25
13
mcda30
2coarse sand: 4graded stone aggregate 20mm nominal size)
75mm thick and 30cm wide over a bed layer 75mm thick
cement concrete 1:5:10 (1cement: 5fine sand: 10graded
stone aggregate 40mm nominal size) finished with a floating
coat of neat cement on chanel including necessary
excavation and removal of excavated earth upto 50m lead.
mcda30 P/F precast R.C.C slab/grating 70 mm thick
manufactured with C.C 1:2:4 (1 cement:2 coarse sand :4
graded stone aggregate 20mm normal size) reinforced with
96 kg/m3 of R.C.C i.e lapping all four side with M.S. sheet 1.6
mm thick placed in position complete.(Drain cover with or
without holes
9.20
916.20
Sub Total
sqm
8429.04
729803.49