Description A.

W (S%) Rate Amount

Unit No L B D Qnty Basic Rate
SLNOof Item

Farth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches,
foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical
specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other
ldeleteriouS matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or 79309.69
sorting &stacking the selected stuff for reuse in a radius of 50 mand lift upto 1.5 mincluding cost of labour, 242.00 12.10 254.10
Itools &other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m

(PWD VOL-1, SR 2023-24. Page-5. Item No 1.4.1)

Dreain 1.00 280.00 1.20 0.90 302.40
Deck 1.00 9.00 1.20 0.90 9.72
Cum Total Qty 312.12

foundation. The
Providing and laying in position Cement Concrete for levelling course for all works
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine
mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead
& lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other
appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40
mm nominal 283.20 5947.20 206248.90
5664.00
2 size graded crushed coarse aggregates
(PWD VOL-1, SR 2023-24, Page-15, Item No 2.1.2)
1.00 280.00 1.20 0.10 33.60
0.10 1.08
Deck 1.00 9.00 1.20
Total Qty 34.68
Cum
Concrete for all Sub structures of building, Irigation works, Sub
Providing and laying in position Cement
from 0.50m to 3.50 m height. The
structure works of bridges, Drain works & other parallel works
granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine
needle vibrators, providing weep holes
mixed with super plasticisers, laid in layers, well compacted using
wherever necessary, including all lead & lifts, cost of all materials of
quality, confirming to the requirements of
relevant IS codes, labour, Usage charges of machinery, curing and 20 all other appurtenances required to complete
Mix Using mm nominal size graded crushed coarse
the work as per technical specifications.M20 Design
aggregates.
2.4.2)
(PWD VOL-1, SR 2023-24, Page-16, Item No

0.90 0.10 25.20 6323.00 316.15 6639.15 535978.58

Drain Bed 1.00 280.00
3

0.15 0.60 50.40

2.00 280.00
Drain VWalls

0.90 0.10 0.81

Drain deck 1.00 9.00
Bed
0.15 0.60 1.62
Drain deck 2.00 9.00
Walls

1.20 0.25 2.70

1.00 9.00
Drain slab
Total Qty 80.73
Cum
basis
Fomwork formwork shallbe added on percentage
|As per the Recommendation of Technical working group rates for
to the finished concrete item rate.
(rate-5968*35%)
Consider 35% of item concrete
rate for drain walls 2213.05 2213.05 117512.96
Page 111)
(PWD UNI SR 2023-24, Appendix-1
53.10
1.00
Total Qty 53.10
Sqmt
basis
Formwork formwork shall be added on percentage
Technical working goup rates for
|As per the Recommendation of
to the finished concrete item rate.
(rate-5968*5%)
drain bed 316.15 7966.98
|Consider 5% of item concrete rate for
316.15
2023-24, Appendix-I Page 111)
(PWD UNI SR
25.20
L.00
Total Qty 25.20
Sgmt including cost of all materials
Supplying, fitting and placing TMT FE
550 / 550D Steel Reinforcenent
laping/welding joints, tying with binding
cutting, bending, hooking,
machinery, labour, cleaning, straightening, ancilary operations complete as per drawing
and technical
wire / soft annealed steel wire and other
specification,b) Foundations of Bridges
(PWD SR VOLI, 2023-24, Page
18, Item No 2.4.1)
8 mm dia 1Omm dia 12mm dia
 3.2 5977.6
I868,00

280.00 3640
13

192
60.00 3.2
71684,0M0 3584.20 75268.2(a
6 117 417387.1%
13 9.00

96
60.00

9.00 J44
J6

3640.00 6238,60 288,00

Total Oty
3640,00 0 40 Kg/m 1438,02
8mm dia
6238.60 0 62 Kgm 3850.99
1Omm dia
288.00 0.89 Kg/m 256.32
12mm dia
Total Qty 5.55
Tonne
of foundations and other similar
|Filling available excavated earth (excluding rock) in trenches, plinth, sides
watering.
works etc. in layers not exceeding 20cm in depth, consolidating cach deposited layer by ramming and
lead up to 50 m and lift upto 1.5 m.
(PWD SR VOLI 2023-24, Page 07, Item No 1.9)
266.00 13.30 279.30
7
280,00 0.20 0.80 89.60 25829.66
Drain 2,00

Drain deck 0.80 2,88

2,00 9.00 0.20
Bed
Cum Total Qty 92,48
Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite,
rolling and lowering into trenches, laying truc to line and level and perfect linking at joints, testing and
commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including
jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour
with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or
selected earh available from the excavation ete. complete and giving necessary hydraulic test to the required
pressure as per 1SS (Contractor will make hís own arrangements for procuring water for testing) etc. Complete
for, PVCpipes 25mm dia, 10 kg'sqem &class 48.00 2.40 50.40 604.80

(PWD SR VOLS, 2023-24, Page 113, Item No 10.1.1)

1,00 12,00 12.00

m Total Qty 12,00

Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite,
rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing:and
commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including
jointing of PVC pipes and specials (excludingcost of specials) with jointing of approved type, with all labour
with all lead &lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or
selected earth available from the excavation etc, complete and giving necessary hydraulíc test to the required
pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. Complete
9
for,PVC pipes 63mm dia., 6kg/sqcm & class 3 161.00 8,05 169.05 2028.60

(PWD SR VOLI 2023-24, Page-1 13, Item No 10.1.4)

1.00 12.00 12.00

Total Qty 12,00

Clearing Grass and Removal of Rubbish &dumping to outside periphery by manual means
(PWD SR VOL3 2023-24, Page 09,Item No 2.3)
39510.45
370.00 18.50 388.50
1.00 226.00 45.00 101.70

100 sqmt Total Qty 101.70

lConstruction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or

borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, gading to
Irequired slope and compacting to meet the requirement complete as per specifications, including cost of
labour,rolling,water,all materials, usage& all other appurtenaces required to complete the work. 604705

11 474.00 23.70 497.70

(PWD SR VOLI 2023-24, Page7, Item No 1.8)
Construction of
1.00 60.00 45,00 0.45 1215.00
Embankment

Cum Total Qty 1215.00

 Two cont applied @ 0.90L/10 m²
Surface Paint to give an even shnde.
Painting Steel work with Deluxe Multi approved brand and manufacture including proparing
0.8O L10 m² of
lover an under coat of primer applied @greasc, dirt and foreign matter, cost of materials, labour complcte as per
1459.50
the surface afler thorougly cleaning oil,Engineer-in-charge. 6.95
145.94

specifications and as per directions of 139.00

(PWD SR VOL2 2023-24, Page 47,

Item No 8.33.3)
12
10,00
1.00 4.00 2.50
Steel painting, Gate
10.00
Total Qty
Sqmt
shadeTwo coats
manufacture to give an even
paint of approved brand and
Wall painting with acrylic emulsion surface to remove all dirt, dust, mortar
drops and foreign matter
brooming the
lon new work after thoroughly materials, labour complete as per
and sand paper smooth, cost of
including preparing the surface even
Engineer-in-charge
specifications and as per directions of

Item No 8.39)
(PWD OL-2, SR 2023-24, Page-48,
2.50 607.50
1.00 243.00 347710. 13
walll 133.35
2.50 525.00 127.00 6.35
1.00 210.00
wall2
2.50 120.00
1.00 48.00
wall3
2.50 105.00
wall4 1.00 42.00
300.00
Toilet 1.00
Watch man 300.00
1.00
TOOM. 650.00
Shelter 1.00

Total Qty 2607.50

Sqmt

Ino. Base slab, Ino. Back rest, 2no. Legs, made up

Providing and fixing 1.5m length granite seating bench with inclusive
of granite stone with nice edge and fillet cormer finishes is conveyed to work site it is
finish chamfered
charges, over heads, hire charges of machinery all
of all lead and lift, labour, transportation loading unloading
out as per the detailed specification, Architect
and placing in position etc., complete work shall be caried work includes all other incidental works
drawing and direction of the engineer in charge of the work. The
of the equipment at all times in all respects
required to complete the work in all respects for smooth functioning
equipment on site as per the site condition. The cost
|for its intended use. The works required in fixing the etc., required to complete the work. As per 12744.00
12744.00 101952.00
machinery
14 includes, cost of transportation, cost of labour, HOM of
the direction of engineer in charge.

no-zobay0t/ect-34/2024-25 S-18-06
(Data rate approval from SE,Tumkur city corporation vide letter
2024)
R00
Granite seating bench 8.00

Total Qty 8.00

Each
bulb ... W with OPAL acrylic diffuser comprising of LED source
Supplying & fixing of retrofit type - LED
life> 25000 burning hours and Compliance to
with CCT 6500 degree K, CRI> 70%. efficacy >80 lunen per W, electronic driver integrated in the system.
IS 10322/1EC 60598, LM 79 & LM 80. The LED are driven by
HF
open circuit protection to be integrated
with PF>0.95. power loss should < 5% of lamp Wage., short circuit &
operating input voltage should be between 130 to
in the circuit, THD less than 20%, Life as per LM 79. The
275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2years Warranty against any
18W, 6500K 21.30 447.30 2683.80
manufacturing defect working under standard electrical condition.
426.00

11.11.7)
(PWD VOL-6, SR 2023-24,PWD ELE SR, Page-47, Item No
6.00
LED bulb 6.00
Total Qty 6.00
Each
compacting graded stone aggregate to wet mix macadam specification
Providing, laying, spreading and carriage of mixed Material by
plant
including premixing the Material with water at OMC in mechanical mix
course on well prepared surface and
|tipper to site, laying in uniform layers with paver/grader in sub-base / base
(PWD VOL-3, SR 2023-24, Page-48, Item No 8.) 2559.00 127.95 2686.95 7254.77
16

60.00 0.45 0.10 2,70

1.00
Total Qty 2.70
Cum
 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed
with CM 1:3 fixcd and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid
extra)300 x 250 x 100 mm size
17 (PWD VOL-3, SR 2023-24, Page-48, Item No 8.) 303.00 15.15
318.15
1.00 60.00 60.00 19089 00
M Total Qty 60.00

Total Amount.Rs

GST 18% 2S172324N

Miscellaneous and unforseen charges 0.8% 45310138
Miscellaneous 20137.86
Grand Total Rs. 9521.89
3000000,.00

Junior Engineer Assitant Executive Engineer

Tumkur City Corporation Tumkur City Corporation

84|202u-s

...tore
A3..P TOONPWD/PRE: