Empanelment Of Contractor for the work of Construction Of Compound Wall, Compound Gate, Barbed Wire and chain link jali Fencing in all AUDA Area. job no - 38 2025 - 26

Name of work :-Empanellment of Contract for the Work of Construction of Compound

Wall, Compound Gate, Barbed Wire Fencing and chain link jali in All Auda Area.

ITEM DESCRIPTION RATE PER

1 Clearing and grubbing road land including upropting rank, vegitation, gras, 80243.80 Hect

bushes, shrubs, saplling and tress girth upto 300 mm removal of stumps of tress

cut earlier and disposal fo unsevicebles materials and stacking of serviceable

materials to be use of auctioned up to 100 meters including removal of top organic

soil not exceding 150 mm in thick.a) in area of jungle.(B) By Mechanically means

in area of throny jungle

2 Earthwork for Embankment including , breaking clods, dressing with all leads & 206.15 Cmt.

lifts & Including watering, Rolling & consolidation of sub grade in layers at

O.M.C. to required dry density including filling the depression which occur during

the process using vibratory roller 8 T - 10 T with all lead and lift etc completed as

per directed engineer in charge.

3 Providing and Supllying on rental basis Excavator of 76 HP capacity at site of 718.98 Hrs

work along driver and diesel on Hours basic for work as per directed by engineer

4 Providing and Supllying on rental basis Tractor with trolly & Pavada at site of 1677.64 Day

work along driver and diesel on fix hours per day basis for work as per directed by

engineer in charge.

5 Hiring 25 H.P.Fighter with necessary suction & delivery pipe with operators 151.49 Hrs

6 Supplying Unskilled labour. 456.52 Each

7 Boring holes 3.5m deep in all type of soil for under reaming inside the bore holes 1524.09 Nos

of under reamed piles and getting out the soil and disposal of surplus excavated

soil as directed with all lead and lift for 300mm dia pile.

8 . Providing and laying controlled cement concreteM.200 and curing complete 4017.66 Cum

excluding the cost of formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base of

columns and Mass concrete, pile work etc

9 Providing and laying controlled cement concrete 7990.09 Cum

M.200 exposed work with curing etc. complete

including the cost of formwork but excluding the

cost of reinforcement for R.C.C. work in (A) BEAMS,Copping: (iii) Having cross-

sectional area more than 0.12Sq.M and upto 0.18 Sq.M

10 Brick work using common burnt clay building bricks having crushing strength not 4789.53 Cum

less than 35 kg/sq.c.m in foundation and plinth & work in super structure above

floor per floor per two level in cement mortar 1:6 (1 cement:6 fine sand) (C) Fly

11 Providing 20 mm th. sand faced Cement plaster on walls up to height 10 meters 358.10 Smt

above ground level consisting of 12mm th. Backing coat of C.M. 1:3 (1 Cement :

3 Sand) and 8 mm th. Finishing coat of C.M. 1:1 (1 cement : 1 sand) etc.

Complete. Including Finishing wall with water proofing cement paint (Two coats)

to give an approved brand & manufacture & required shape even shade after

througly brushing the surface to remove all dirt & remains of loose powderd

materials.(297.68+56.87)

12 Providing TMT bar FE 500D for reinforcement for R.C.C. work including 76.22 Kg

bending, blinding and placing in position complete for all floors.

13 Providing & Fixing 1.20 meter hight fencing with 2.0 Mt. lomg M.S. angle posts. 389.26 Rmt

40mm x 40mm x 6mm and oil painting 3 coats, fixed at 2.5 Mt. C/C with five

Horizontal lines and two diagonals of galvanised steel barbed wire weighing

kg. per 100 meter, stained and fixed to posts with G.I. staples, incl. fixing the

posts in ground with 0.5 M x 0.5 M x0.5 M block in C.C. 1:5:10 etc. complete.

14 Providing & Fixing M.S. Compound gate fixed with 'c' section column anbeded in 84.14 kg

C.C. 1:2:4 base of size 0.45x0.45x0.60mt at required depth in foundation & gate

with M.S. angle & flats at required spacing etc. including one coat of primer &

two coats of oil paint.

15 Providing & Fixing 1.20 x 1.00 m sign board using 35 x 35 x 5mm all round & 4374.31 Nos

middle supported angle in periferri & for two sopports having total hight of

2.40m & 2mm thick M.S. sheet including spliting the angle at bottom and

anchoring in C.C. 1:2:4 of size 0.45 x 0.45 x 0.60 m with necessary lettering in

proper size by oil paint colour and painting with one coat of red oxide & two coats

of oil paint etc. complete.

16 Providing and preparing AUDA logo in CM 1:3 on Compound wall outside of 252.50 Nos

plot as per approved drg. Including finishing comp. As directed by Engineer In

17 Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 hand 2680.21 Cmt.

brocken stone aggregates 40 mm nominal size) and curing complete excluding

cost of forwork in (A) Foundation and plinth.

18 Supplying and fixing reinfored concrete heavy duty non-pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specification

including setting and jointing the pipes in CM. 1:2 watering and laying (To level

or slope) of class NP3 of following internal daimeters.

(i) Class NP 3 of 900 mm dia. 3446.51 Rmt

(ii) Class NP 3 of 600 mm dia. 1952.00 Rmt

(iii) Class NP 3 of 300 mm dia. 649.93 Rmt

19 Filling in foundation and plinth with murrum or selected soil in layers of 20cm 289.07 Cmt.

thickness including watering, ramming and consolidating etc complete with all

20 Demolition of brick masonry and stone masonry in cement mortar including 550.40 Cmt.

stacking of serviceable materials and disposal of unserviceable materials with all

21 Demolition of reinforced cement concrete including stacking of serviceable 1057.86 Cmt.

materials and disposal of unserviceable materials with all lead and lift.

22 Providing and fixing razor coil concertina barbed wire fencing approved quality 580.75 Rmt

galvanized zinc coated. Size diaa 0.75 mt. 3.76 / 4.88 mm, 3 mtr. Hight mash 50 x

50 x mm coated with brace rail pipe with double arm. 50 x 50 x 5 epoxy angle

plate with using M.S. angle posts. 45 x 45 x 6 and oil painting three coats, fixed at

2.50 meter C/C, strained and fixed to posts with G.I staples, including fixing the

posts in ground with 0.50 meter x 0.50 meter x 0.50 meter block in C.C 1:5:10 etc

23 Providing & Fixing in Position 10 guage thick GI Chain Link Jali having opening 401.98 Smt

of 50 x 50 mm as per design including necessary materials ( i.e Screws, Nut

Bolts), cutting, welding and fixing in position with necessary frame work as

directed by engineer in charge .

24 Painting two coat on new steel and other metal surfaces with synthetic 65.31 Smt

enamel paint brushing to give an even shade incl. Cleaning the surface of all

dirt, dust and other foreign matter.

25 Excavation for foundation up to 1.5 M. depth including sorting out & stacking of 241.80 Cmt

useful materials and disposing of the excavated stuff up all lead and lift (B) Dense

26 Providing and laying cement concrete 1:2:4 (1-Cement:2-Coarse Sand:4-graded 3697.92 Cmt

stone aggregate 20 mm nominal size) and curing comp. excluding cost of

formwork in (A)in foundation and plinth

27 Supplying and fixing at site precast RCC compound wall (prestressed) of grade M- 1433.19 Rmt

25, with columns of size 15cmX15cm prestressed with minimum 7 nos of 3mm

dia steel wires and 244cm (8 feet) length, fixed in foundation concrete of size

60X60X60cm below ground level, 60cm column length to be embedded in

foundation concrete and remaining 184cm (6 feet) length above ground level,

including providing and fixing panels of size 213X30X5 cm (7' X 1' X 2")

prestressed with minimum four nos of 3mm dia steel wires including all labour,

machinery, lead and lift etc. complete.

28 Finishing wall with water proofing cement paintof on wall surfaces (Twocoats) to 57.44 Smt

givean approved brand andmanufacture and of required shape

evenshadeafterthoroughlybrushingthesurfaceto remove all dirt and remains of

loose powered materials.

29 Steel work welded, in built up sections, framed work including cutting, hoisting, 5818.66 Qtl.

fixing in position and applying a priming coat of red lead paint :(A) In beams and

joists, channels angles,Pipes, tees, flats with connecting plates mor angle cleats as

in main & cross beamnship & jack rafters, purlins connected to common rafters

30 Pre cast concrete kerb for liner kerbing in plan Providing & fixing M25 grade 1360.81 Rmt.

of concrete precast exposed/ fare finish/ texture finish kerb stones

(manufactured on vacuum wet press machine with hydraulic pressing of wet

concrete mixture to a minimum of 400 tons with simultaneous vacuuming,

using ECO filters and developing texture finish) of Vyara or equivalent make;

as per sample approved of following sizes. Kerbs shall be fixed on the

foundation prepared of M15 grade concrete as of approved design including

curing, formwork etc. complete. The rate shall also include for erecting and

fixing the pieces in position for complete Kerb systems with Chamfered type of

kerbs including necessary accessories of kerb like Radius Kerbs, Angles and

Quadrant Kerbs etc complete as per drawing. The rate shall also include the

flush pointing in CM (1:2) for all joints of the kerb stones. (Sample must

be approved). The contractor rate shall also include the cost of excavation,

base PCC M15 grade and finish good, curing, etc complete as directed by

engineer in charge. 450mm (H) x 125/ 150 (W) mm Kerb stone ( RA - 01)

31 Providing and fixing pre-cast Rubber Dye /steel Dye inter locking concrete block 686.91 Sqm

60mm thick with grade of concrete M300 pnumatic compressed /vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including

35mm Sand layer for levelling and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc. Complete. (S.O.R.24-25.pg no-130

32 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete 361.65 Rmt.

block 30cm length, 30cm height and 15cm thick of M250 grade concret as per

approved design and including excavation for fixing in proper line and level,

filling the joint with C:M 1:3 (1 cement: 3 fine sand) etc complete. (S.O.R. 24-25

Pg.130/ It. Code. 14032)

33 Providing and laying cast in situ concrete kerb stone of gray cement based 480.53 Rmt.

concrete block 30cm height and 15cm thick of M200 grade concret Kerbs shall

be fixed on the foundation prepared of M15 grade concrete as of approved

design including curing, formwork etc. complete. as per approved design and

including excavation for fixing in proper line and level, filling the joint with C:M

1:2 (1 cement: 2 fine sand) etc complete. (RA - 2)

34 Pre-cast concrete kerb Providing & placing M25 grade of concrete factory-made 16008.50 cmt

precast exposed/ fair finish kerb stones of approved make and as per sample

approved of any sizes, any shape. Kerb shall have chamfered type/ pencil corner

edges. Kerbs shall be fixed on the base PCC with cement mortar 1:2 including

flush pointing in CM (1:2) for all joints of the kerbstones, curing, etc. complete.

The rate shall also include erecting by any means and fixing in position all

varieties/ shapes of kerbs (i.e. radius kerbs, corner kerb, quadrant kerbs, drain out

kerb, flat kerb, parking edge kerb, ramp kerb etc) as per drawing. Precast kerb

shall be protected with good quality plastic sheet for protection against

bituminous/ concrete work. The rate shall include the joining, curing, finishing,

protection etc complete as directed by the engineer in charge. Actual installed

kerb volume shall be measured in payment. Sample and Mock-up shall be carried

out suggestec by the Engineer in charge and as directed by the Engineer in charge.

Sample and mock shall not be payable if rejected. The actual laid area shall be

measured for payment without any wastage. damaged block shall not be used in

Assistant Engineer Dy. Executive Engineer Executive Engineer

A.U.D.A, Ahmedabad A.U.D.A, Ahmedabad A.U.D.A, Ahmedabad