Restoration, Re-use and Development of old ward office located at Kabutar Khana , Rander Surat (2nd Attempt)

Name of work : “Restoration, Re-use and Development of old ward

office located at Kabutar Khana , Rander" Surat.(2nd Attempt)

SR NO DEATAIL AMOUNT

1 CIVIL WORK ESTIMATE Rs.

2 ELECTRICAL WORK ESTIMATE Rs.

Total (1+2) Rs.

Date & Signature of contractor Executive Engineer

Surat Municipal Corporation

Name of work : “Restoration, Re-use and Development of old ward office located at Kabutar

Khana , Rander" Surat.(2nd Attempt)

Ite Description

m Quantity Rate Unit Amount Rs.

PART A- Civil & Conservation work

1 Excavation for foundation upto 1.5 mts. Depth including

sorting out and stacking of useful materials and disposing off

the excavated stuff upto 50 meter lead. (A) loose or soft soil 10.00 117.26 Cu. Mt.

2 Excavation for foundation upto 1.5 mts. Depth including

sorting out and stacking of useful materials and disposing off

the excavated stuff upto 50 meter lead. (B) dense or hard 10.00 149.67 Cu. Mt.

3 Excavation for foundation upto 1.5 mts. Depth including

sorting out and stacking of useful materials and disposing off

the excavated stuff upto 50 meter lead. (C) Hard Murrum 4.00 256.12 Cu. Mt.

4 Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (A) 3.00 129.98 Cu. Mt.

loose or soft soil

5 Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (B) 3.00 162.38 Cu. Mt.

dense or hard soil

6 Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (C) 3.00 275.28 Cu. Mt.

7 Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and

disposing off the

excavated stuff upto 50 Meter lead.

(A) loose or soft soil 0.00 142.52 Cu.Mt

(B)Dense or hard soil 5.00 175.97 Cu.Mt

8 Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out

and stacking of useful materials and disposing off the 7.00 21.12 Cu.Mt

excavated stuff upto 50 m lead.(B) Dense or Hard soil

9 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp. (A) Loose or Soft soil-

Executed With Manual Labours.

(A) Up to 1.5 Mt. depth 160.00 203.83 Cu.Mt

(B) 1.5 to 3.0 Mt. depth 20.00 224.95 Cu.Mt

(C) 3.0 to 5.0 Mt. depth 10.00 246.06 Cu.Mt

10 Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited 160.00 130.39 Cu.Mt

layer by ramming and watering.

Ite Description

m Quantity Rate Unit Amount Rs.

11 Providing and fixing double scaffolding system (cup lock

type) on the exterior side, up to seven story height made

with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal

& vertical tubes joining with cup & lock system with M.S.

tubes, M.S. tube challies, M.S. clamps and M.S. staircase

system in the scaffolding for working platform etc. and

maintaining it in a serviceable condition for the required

duration as approved and removing it there after. The

scaffolding system shall be stiffened with bracings, runners,

connection with the building etc wherever required for

inspection of work at required locations with essential safety 1235.00 278.94 Sq.Mt.

features for the workmen etc. complete as per directions and

approval of Engineer-in-charge. The elevational area of the

scaffolding shall be measured for payment purpose. The

payment will be made once irrespective of duration of

scaffolding. Note: This item to be used for maintenance work

judicially, necessary deduction for scaffolding in the existing

item to be done.

12 Demolition and disposal of unserviceable materials with all

(A) lime concrete 4.00 529.72 Cu. Mt.

(B) unreinforced cement concrete 4.00 609.26 Cu. Mt.

13 Demolition including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. (i)

14 Demolition of brick work and stone masonary including

stacking of serviceable material and disposal of

unserviceable material with all lead and lift

(1) in lime mortar 60.00 365.87 Cu. Mt.

(2) in cement mortar 210.00 550.40 Cu. Mt.

15 Demolition of terrace including stacking of serviceable

materilas and disposal of unserviceable materials with all

lead and lift.(i) Brick tile covering.

(1) With brick tile covering 25.00 63.63 sq. Mt.

16 Dismentling tiled of stone floors laid in mortar including

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.

17 Dismentling of sheet roofing inlcuding ridges, Hips, Valleys,

Gutters etc. stacking of serviceable materials and disposal

of unserviceable materials with all lead and lift. (i) G.I. sheet 370.00 47.72 sq. Mt.

18 Dismentling of sheet roofing including ridges, Hips, Valleys,

Gutters etc. stacking of serviceable materilas and disposal

of unserviceable materials with all lead and lift.(ii) A.C. 15.00 54.09 sq. Mt.

19 Dismentling wood work wrought framed and fixed in frames

trusses including stacking the materials with all lead and lift 7.00 1759.37 Cu. Mt.

20 Dismantling manglore of country tile roofing with battenes

boarding etc.including stacking of the serviceable materials

and disposal of unserviceable materials with all lead and lift 330.00 87.50 sq. Mt.

21 Dismentling steel work including dismembering and stacking

the materials with all lead and lift

Ite Description

m Quantity Rate Unit Amount Rs.

22 Dismentling door, windows, ventilators etc.(wood or steel)

shutters including chowkhatsarchitraces, holdfasts and other

attacement etc. complete and stacking them within all lead 40.00 187.71 each

and lift. (i) Not exceeding 3 Sq.M. in area.

23 Dismentling door, windows, ventilators etc.(wood or steel)

shutters including chowkhats architraces, holdfasts and

other attacement etc. complete and stacking them within all 10.00 251.34 each

lead and lift. (i) Exceeding 3 Sq.M. in area.

24 Dismentling C.I. pipes G.S.W. pipes and A.C. rain water

pipes with fittings and clamps including stacking the

materials with all lead and lift. (for any dia, of pipe) 90.00 74.77 Rmt

25 Dismantling sanitary fitting like washbasin, WC pan indian

and European type flushing tank etc. including stacking the

materials with all lead and lift 20.00 405.65 each

26 Dismentling of wooden floors including stacking of

serviceable materilas and disposal of unserviceable

materials with all lead and lift. 310.00 71.59 sq. mt.

27 Removing/ dismambering of disturbed "Ashlar stone work"

(plain work) of temple by machenical/manual system

carefully with proper marking and complete documentation

including all scaffolding and shuttering work, stacking the 10.49 3775.00 Cu. Mt.

useful parts in proper sequence at the place as directed by

Engineer incharge.

28 Conveying, carting and removing of the surplus excavated

stuff from site to lead stated below as directed by the

Engineer-in-charge including loading, unloading, carting,

dumping or spreading etc. complete. (all excavated material)

Upto 1.0 km 50.00 37.67 Cu. Mt.

Upto 2.0 km 50.00 49.04 Cu. Mt.

upto 3.00 km 50.00 60.19 Cu. Mt.

upto 4.00 km 50.00 70.88 Cu. Mt.

upto 5.00 km 50.00 81.15 Cu. Mt.

Above 5.00 to 10.00 Km 250.00 88.64 Cu. Mt.

29 Removing dry or oil bound distemper/enamel by washing

and scraping and sand papering the wall surface smooth

including necessary repairs the scratches complete 120.00 11.30 sq. Mt.

30 Dismantling of exterior/interior plaster upto 100 mm

thickness upto height of one floor, with careful

workmanship, so that the original surface(stone work, brick

work) behind the plaster should not be disturbed, with 710.00 185.00 sq. Mt.

stacking of unserviceable material and disposing it upto

meters with all lead and lift complete with tools

31 Dismentling aluminium/ Gypsum partitions, doors, windows,

fixed glazing and false ceiling including disposal of

unserviceable surplus material and stacking of serviceable

material with in 50 meters lead as directed by Engineer-in-

Ite Description

m Quantity Rate Unit Amount Rs.

32 Dismantling expanded metal or I.R.C. fabrics with necessary

battens and beading including stacking the serviceable

material within 50 metres lead. 5.00 30.10 sq. Mt.

33 Cutting of trees, including cutting of trunks, branches and

removal of stumps, roots, stacking of serviceable material

with all lifts and up to a lead of 1000 mtrs and earth filling in

the depression/pit to required compaction as per MoRT&H

specification clause 201. (Measurment of girth to be done at

height of 1 m above ground level)

(1) Girth from 300 mm to 600 mm 9.00 391.102 each

(2) Girth from 600 mm to 900 mm 9.00 637.288 each

(3) Girth from 900 mm to 1800 mm 9.00 1332.203 each

34 De-vegetation from monument by removing bushes, trees

including complete uprooting from the wall & roofs/structures

carefully including suitable chemical treatment (chlorpyrifos

20% EC /Glyphosphate or similar) to roots to avoid further

growth including disposal of rubbish with in 50 mtr. Lead as 150.00 370.339 sq. mt.

per direction of Engineer in-charge.

35 Dismentalling cement asbestos, plaster of paris hard board

in ceiling or partiion walls wooden treilles work including

frames, stacking of the serviceable materials and disposal of 2.00 30.30 sq. Mt.

unserviceable materials including all lead and lift

36 Removal of electrical fittings in terms of switches, wires,

conduits, fans, light fittings of any type and kind, concealed

and open all types of wiring including stacking of serviceable 200.00 49.50 Rmt

items and disposal of unserviceable with lead and lift

37 Removal of all kind of drainage and sewarage lines running

below the floor upto the depth of 1.5 mts with junctions and

all kind of brick work below it with all kinds of lead and lift 50.00 47.47 rmt

and including excavation with equipments

38 Providing formwork of ordinary timber plankings so as to

give a rough finish including centering, shuttering , strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4m and removal of

the same for cast in situ reinforced concrete and plain

(A) foundation, footings, bases of columns, etc. and mass

(B) Flat surfaces such as soffits of columns, landings and

(B)(1) Floors etc. upto 200 mm in thickness 180.00 256.12 sq. Mt.

(B)(2) Floors etc above 200 mm thickness 2.00 275.20 sq. Mt.

(C) Vertical surface such as walls (any thickness) partitions

and the like including attached buttresses & string course & 81.00 233.85 sq. Mt.

(G) Columns, pillars, post and strusts

(1) Suare rectangular polygonal in plan 2.00 305.42 sq. Mt.

(H)(1)Sides and soffits of beams, beam haunchings,

cantilever, girders bressumers, and lintel not exceeding 1 2.00 197.25 sq. Mt.

(H)(2)Sides and soffits of beam, beam haunchings,

cantilever, girders breassumers and lintel exceeding 1 mt. in 2.00 262.48 sq. Mt.

(I) Edges of slabs and breaks in floors and walls . 2.00 70.16 sq. Mt.

Ite Description

m Quantity Rate Unit Amount Rs.

(K) Small surfaces, such as cantilever ends brackets and

ends of steps, caps and bases to pilasters and columns and 2.00 529.72 sq. Mt.

(L) Chullah hoods, weather shades, chajjas corbels etc

including edge.

(M) Staircases with sloping or stepped soffits including risers

and stringers excluding landing.

(Q) Vertical fins and vertical sun breakers. 2.00 386.56 sq. Mt.

39 Extra for additional height of propping and centeringwhere

the height of propping and centering exceeds 4.0 M between

supporting floor to ceiling including temporary brick or stone

pillars for supporting as required.

(i) Height more than 4.0 M.and upto 5.0 M. 10.00 390.34 sq. Mt.

(ii) Height more than 5.0 M.and upto 6.0 M. 10.00 688.83 sq. Mt.

(iii) Height more than 6.0 M. and upto 7.0 M 10.00 579.03 sq. Mt.

40 Providing and fixing steel work welded, in built up sections,

framed work including cutting, hoisting fixing in position not

applying a primer coat. Necessary supports for protection of

structure and the adjoining structures, during opening up or

dismantling of the portion of the structure. Special sized of

supports shall be required depending upon the fabric of the

heritage structure and respect the fabric of the heritage

structure. All the supporting systems shall be free of the

heritage structure to restore the fabric of the heritage

structure. the supporting system should be used of the very

high quality and with precise dimensions.

(A)in beams & joists channels angles, tees, flats with

connection plates or angle cleats as in main & cross

beams,hip & trussed purlins connected to 60.00 9,047.86 Qtl.

common raffers & the like.

(C) in trusses & trussed purlins upto 25m.Span

&15m.Overall height

41 Brick work with bricks of class designation 7.5 in super

structure above plinth level and upto floor V level in all shape

and size including all scaffolding in lime mortar 1:1:1 (1 lime 40.00 7803.96 Cu. Mt.

putty : 1 surkhi : 1 course sand)

42(A) Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in

Foundation and Plinth level in Lime Mortar 1: 2 (1- Lime

putty : 2 -fine sand).

(B) Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm.in Super

Structure above Plith level uptp floor two level in Lime 0.00 4161.26 Cu. Mt.

Mortar 1: 2 (1- Lime putty : 2 -fine sand).

(C) Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. above floor

two level in Lime Mortar 1: 2 (1- Lime putty : 2 -fine sand).

43 Brick work in plain arches in superstructure above plinth

level and upto floor five level including centering and

shuttering complete, for span up to 6 meters with common

burnt clay F.P.S. (non modular) bricks of class designation

7.5 in lime mortar 1:1:1 (1 lime putty : 1 surkhi : 1 coarse

Ite Description

m Quantity Rate Unit Amount Rs.

44 Uncoursed Rubble Masonry with hard stone of approved

quality in foundations and plinth in Cement Mortar 1:5 (1-

cement : 5-coarse sand including levelling up etc. complete 3.00 2542.30 Cu. Mt.

45 Uncoursed Rubble Masonry with hard stone of approved

quality in foundations and plinth in Cement Mortar 1:5 (1-

cement : 5-coarse sand including levelling upto above plinth 2.00 2908.93 Cu. Mt.

level upto floor two level etc. complete +

46 Random rubble /coarse rubble masonry with hard stones in

foundation and plinth including levelling up with lime concete

using 40mm stone aggregate upto plinth level with lime

mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand).

47 Random rubble masonry with hard stones in super structure

including levelling with lime concete (1 lime : 3 surkhi :

coarse sand) with 40mm stone aggregate in lime mortar:

1:1:1 (1 Lime : 1 Surkhi : 1 Coarse sand) at window sills,

48 Stone work in plain ashlar masonry in super-structure upto

floor five level in lime mortar 1:1:1 (1 lime : 1 surkhi :

coarse sand) including pointing with lime mortar and an

admixture of pigment matching the stone shade.

Both face dressed

White Sand Stone 5.00 35114.24 Cu. Mt.

49 Stone work in plain ashlar in arches in super-structure upto

floor five level in lime mortar 1:1:1 (1 lime : 1 surkhi :

coarse sand) including centering, shuttering and pointing

with lime mortar and an admixture of pigment matching the

Both face dressed

White Sand Stone 4.00 35620.65 Cu. Mt.

50 Raking out joints of stone masonry surface to the required

width and depth, with due care and precaution, by

mechanical/ manual means, including preparing and

cleaning the surface for re-pointing/ refilling of joints,

incLuding disposal of rubbish to the dumping ground Within

51 Pointing on Brickwork with cement mortar 1:3 (1-cememnt:3

(B) Ruled pointing 400.00 100.22 sq. mts

52 Lime concrete on floors with 25mm nominal size brick

aggregate and 50% lime mortar 1:3:6 (1lime putty: 3 surkhi:6

Coarse Sand) rammed and finished with gur and belgiri

53 Providing & laying cement concrete 1:1.5:3 (1 cement:1.5

sand:3 graded stone agg. 20 mm nominal size)& curing

comp. Includ. cost of form work but exclu. Cost of

reinforcement for reinforced concrete work in : (A)

Foundation, footing, Base of columns and Mass concrete.

Ite Description

m Quantity Rate Unit Amount Rs.

54 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

size) finishing smooth curing etc. comp. Incld. Cost of form

work but excl. Cost of reinforcement for R.C.C. Work in : Up

(1)Having c/s area up to 0.08 s.mt 2.00 12632.60 Cu. Mt.

(1)Having c/s area up to 0.08 s.mt 2.00 9102.61 Cu. Mt.

55 Providing & laying ordinary cement

con.1:1.5:3(1cement:1.5sand:3 graded graded stone agg.

20 mm nominal size) finishing smooth curing etc. comp.

Incl.. Cost of form work but excl. Cost of reinforcement for

R.C.C. Work in :

(1)Having c/s area up to 0.08 s.mt- Ground Floor 4.00 12632.60 C.M.

(1)Having c/s area up to 0.08s.mt- Ground Floor 2.00 9102.61 C.M.

(3) Slabs having more than 10 cm. & upto 13 cm. Th'.- G.F.

56 Providing and applying anticarrasive treatment with polymer

base materials to the steel reinforcement including descaling

the dust and applying the preventive coating of approved

make(for the R.C.C. structures near coastal area only)

57 Boring holes 3.5 mt.deep in ordinary soil (for cast in situ

piles) & disposal of the surplus excavated soil as directed

within a lead of 50 M. For following diameter of piles.

58 Extra for under reaming inside the bore Holes for under

reamed piles of following Diameter.

59 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M20 Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

(A) foundation, footing, base of columns and mass concrete

60 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M20 Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

(B) Vertical and horizontal fins 2.00 9275.80 Cu. Mt.

(B) Vertical and horizontal fins 0.00 9315.40 Cu. Mt.

(B) Vertical and horizontal fins 2.00 9355.00 Cu. Mt.

61 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M20 Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

(1) Slab:Slabs having more than 8 Cm & upto 10 Cm

Ite Description

m Quantity Rate Unit Amount Rs.

(2) Slabs having more than 10 Cm & upto 13 Cm

(1) Slab:Slabs having more than 8 Cm & upto 10 Cm

(2) Slabs having more than 10 Cm & upto 13 Cm

thickness. 0.00 7308.13 Cu. Mt.

62 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M20 Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

(1) Having cross sectional area up to 0.085sq.mt. 0.00 12550.27 cu. Mt.

(2) Having cross sectional area more than 0.085 sq. mt .up

(3) Having cross sectional area more than 0.12 sq. mt .

(1) Having cross sectional area up to 0.085sq.mt. 5.00 12589.87 cu. Mt.

(2) Having cross sectional area more than 0.085 sq. mt .up

(3) Having cross sectional area more than 0.12 sq. mt .

63 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M20 Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

(1) Having cross sectional area up to 0.085sq.mt. 2.00 8957.39 Cu. Mt.

(2) Having cross sectional area more than 0.085 sq. mt .up

(3) Having cross sectional area more than 0.12 sq. mt .

(1) Having cross sectional area up to 0.085sq.mt. 0.00 8996.99 Cu. Mt.

(2) Having cross sectional area more than 0.085 sq. mt .up

(3) Having cross sectional area more than 0.12 sq. mt .

64 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M20 Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

GROUND FLOOR 0.00 9381.78 Cu. Mt.

FIRST FLOOR 0.00 9421.38 Cu. Mt.

65 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M20 Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

GROUND FLOOR 0.00 6875.78 Cu. Mt.

FIRST FLOOR 0.00 6915.38 Cu. Mt.

Ite Description

m Quantity Rate Unit Amount Rs.

66 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M20 Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

(F) Stair cases including landings

GROUND FLOOR 0.00 7062.46 Cu. Mt.

FIRST FLOOR 0.00 7102.06 Cu. Mt.

67 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M25 Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

(A) foundation, footing, base of columns and mass concrete

68 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M25Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

(B) Vertical and horizontal fins 0.00 9030.72 Cu. Mt.

(B) Vertical and horizontal fins 0.00 9070.32 Cu. Mt.

(B) Vertical and horizontal fins 2.00 9109.92 Cu. Mt.

69 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M25 Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

(1) Slab:Slabs having more than 8 Cm & upto 10 Cm

(2) Slabs having more than 10 Cm & upto 13 Cm

(1) Slab:Slabs having more than 8 Cm & upto 10 Cm

(2) Slabs having more than 10 Cm & upto 13 Cm

70 Providing, mixing, placing, compacting by machine vibrator,

curing, testing M20 Design mix concrete as per IS 456:2000

(latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost

of reinforcement.

(1) Having cross sectional area up to 0.085sq.mt. 0.00 12587.74 Cu. Mt.

(2) Having cross sectional area more than 0.085 sq. mt .up

(3) Having cross sectional area more than 0.12 sq. mt .

(1) Having cross sectional area up to 0.085sq.mt. 2.00 12627.34 Cu. Mt.

(2) Having cross sectional area more than 0.085 sq. mt .up

(3) Having cross sectional area more than 0.12 sq. mt .

71 Providing & laying cement concrete 1:4:8 (1 cement:4

sand:8 graded stone agg. 40 mm nominal size) & curing

comp. excl.cost of form work in (A) Foundation and Plinth

Ite Description

m Quantity Rate Unit Amount Rs.

72 Providing & laying cement concrete 1:2:4 (1 cement:2

sand:4 graded stone agg. 20 mm nominal size)& curing

comp. Includ.cost of form work but exclu. Cost of

reinforcement for reinforced concrete work in:

(A)Foundation, footing, Base of columns and Mass concrete.

73 Providing & laying cement concrete 1:3:6 (1 cement:

coarse sand:6 crushed stone agg. 20mm nominal size) &

curing comp. include cost of form work in : 7.00 3005.76 Cu. Mt.

( A) foundation & plinth.

74 Providing & fixing IS Mark FE 500/500D TMT/CRS bar

reinforcement for R.C.C. work incl. bending, binding, &

placing in position etc. comp. upto G.L/P.L/Ground Floor

First Floor 0.00 77.21 kg

Second Floor 0.00 78.21 kg

75 20mm thick lime plaster of mix in two layers. Under layer

12mm thick finished with a top layer 8 mm thick.

1:1:1 (1 lime putty : 1 surkhi : 1 fine sand) 0.00 412.95 Sq.Mt.

1:1:2 (1 lime putty : 1 surkhi : 2 coarse sand) 750.00 413.10 Sq.Mt.

76 P & L Lime Sand Plaster with lime sand mortar 1:2 (1 Lime :

2 Sand) including preparation of mortar by traditional

practice (by grinding) in specified course for base coarse

and subsequent course & Loi, tamping, beating, till the

shrinkage cracks are disappear. The work is done with all

leads as the work is of restoration nature as per Jaipur

practice including adding gur, methi & gugal on old walls

including removal of all old loose and decade plaster, each

coat to be done after 3 days of previous coat.

1.) 25 mm thick in three coats 10.00 275.42 sq. Mt.

2.) 33 mm thick in four coats 0.00 371.61 sq. Mt.

3.) 45 mm thick in four coats 0.00 408.47 sq. Mt.

77 P & L Lime Surkhi Plaster lime surkhi mortar 1:2 (1 Lime :

Surkhi) including preparation of mortar by traditional practice

(by grinding) in specified course for base coarse and

subsequent course & Loi, tamping, beating, curing till the

shrinkage cracks are disappear. The work is to be done with

all lead as the work is of restoration nature as per Jaipur

practice including adding gur, methi & gugal on old walls

including removal of all old loose and decade plaster, each

coat to be done after 3 days of previous coat.

1.) 33 mm thick in four coats 10.00 351.69 sq. Mt.

2.) 45 mm thick in four coats 0.00 380.08 sq. Mt.

3.) 75 mm thick in Seven coats 0.00 598.31 sq. Mt.

78 Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki

powder) grinding mortar with grinding mill/manually on lime

base, on ceiling and all flat surface in two coats. First coat

applying 3 mm to 4 mm thick and curing properly at least

days, second finishing coat done after 7 days of previous 750.00 595.76 Sq.Mt.

coat as per traditional practice.(thickness not more than

Ite Description

m Quantity Rate Unit Amount Rs.

79 Providing and spray/brushing of Gur, gugal & methi solution

for bonding of lime work as per specification (200gm gugal,

200gm belgiri powder, 200g,m methi powder and 1kg Gur

mixed in 20 ltr of water and boiled and stirred till the solution 552.00 30.00 sq. mt.

volume reduce upto 3/4th) using 15 ltr solution in 10 sq. mts.

80 Repairing ornamental plaster works to match with the

existing design using lime plaster (1lime putty:1surkhi) 265.00 3458.87 Sq.M

81 Providing and fixing well seasoned Valsadi Sagwan Wood

for Truss Work making as per existing size & pattern,

including lifting and shifting as per the site requirement with

crane and allnecessary equipment complete.

82 Providing and fixing well seasoned Valsadi Sagwan Wood

for Purlins, Rafters, column posts, door- window frame &

Shutters etc for any other members as per the site 11.70 250652.00 Cu.mt

requirement. with crane and all necessary equipment

83 Providing and fixing heritage type glass to match the existing

windiows and doors, selected quality and fixed with wooden

beading including the cost of beadings and cutting of glass. 32.00 2501.00 Sq.Mt.

84 Providing and fixing on wall face C.I. rain water pipe

including filling the joints with spun yarn soaked in neat

cement slurry and cement mortar 1:2 (1 cement : 2 fine

85 Providing and fixing M.S. Holder bat clamps of approved

design to C.I. of S.C.I pipes embedded in and including

cement concrete blocks 100 mm x 100 mm x 100 mm size

of 1:2:4 (1 cement : 2 sand : 4 graded stone aggregates of

20 mm nominal size) and cost of cutting holes and making

the good the wall etc. complete.

(A) 75 mm dia 13.00 118.20 each

86 Providing & laying Full body Vitrified kota stone tiles of

11mm thick (as per approved by architect) in flooring laid on

bed of 25 mm (Average) base of cement mortar 1:6 (1

Cement : 6 Coarse sand) on new surface and jointed with

cement slurry including finished with flush pointing &

cleaning the surface etc. comp.Size 24" x 48".as per

approved by architect.

87 Providing and laying polished kota stone slab 25mm thick in

risers of steps,skirting Dedo and pillars laid on 10mm thick

cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed

with graycement slury mixed with pigment to match the

shade of slab including rubbing and polishing etc.complete.

88 Providing 15 mm thick cement plaster in single coat on brick

wall for interior plastering upto floor two level and finished

even and smooth/ unfinished in wired strokes and complete

(i) cement mortar in 1:3 340.00 189.30 sq. mt.

89 extra over above item for providing and mixing water

proofing material in mortar in proportion recommended of

cement by the manufacturers per (Bag of 50 kgs used in 5.00 49.26 Kg

Ite Description

m Quantity Rate Unit Amount Rs.

90 Providing 15 mm thick cement plaster in single coat on

plastering on ceiling and soffits of stair upto floor two level

instead of plastering on the walland finished even and

smooth/ unfinished in wired strokes and complete .(i)

cement mortar in 1:3

91 Applying priming coat over new steel and other metal

surface after over and including preparing the surface by

thoroughly cleanning oil, grease dirt and other foreign matter

and scoured with brushes fine steel wool, scrapers and sand 180.00 35.00 sq. mt.

paper with ready mixed priming paint brushing red lead

92 painting two coat (excluding priming coat) on new steel and

other metal surface with synthetic enemal paint, brushing to

give an even shade including cleaning the surface of all dirt, 180.00 65.31 sq. mt.

dust and other foreign matters

93 Applying priming coat over new wood and wood based

surface after icluding preparing the surface by thoroughly

cleaning oil, grease, dirt and other foreign matter sand

papering and knotting.

(B) ready mixed paint, brushing wood primer pink 460.00 41.05 sq. mt.

94 Extra over item no:-93 for every subsequent coat of priming

coat (C) ready mixed paint, brushing priming for enamel

95 painting two coat (excluding priming coat) on new wood and

other wood based surface with synthetic enamel paint,

brushing to give an even shade including cleaning the

surface of all dirt, dust and other foreign matters papering 46.00 88.45 sq. mt.

96 varnishing two coats (excluding priming coat) on new wood

and wood based surfaces, under coating with flatting varnish

and finishing coat with varnish to give an even surface

including cleaning the surface of all dirt, dust and sand 46.00 54.41 sq. mt.

papering so as to produce a smooth dry surface.

97 Providing and applying natural polish of required finish to

woodwork internally including knotting and preparing

surface by scraping, applying polishing complete.

98 coal tarring two coats on new wood and wood based

surfaces using 0.16 and 0.12 liters of coal tar per sq. mt. in

the first and second coat respectively to give an even shade 15.00 34.21 sq. mt.

including cleaning of all dirt and dust and other foreign

Ite Description

m Quantity Rate Unit Amount Rs.

99 Providing & applying two coats of weather shield max paint (3

coats may be required in case of darker colors.) of ICI Dulux or

Apex ultima of Asian paint including applying exterior acrylic

primer coat as per manufacture’s specification and directions

in shade and color approved by architects, on exterior surfaces

of the building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the

architects and manufacturers.

Surface preparation:

Surface is thoroughly clean, dry and free from all loose dirt,

chalk, grease, fungi, algae and flaking paint. This can be

achieved by brushing with a wire/ stiff coir brush, followed by

water jetting if required. Fill up all minor cracks and defects

with white cement and sand mixture in the ratio 1: 3. For

application on previously painted wall, previous coatings of

paint must be thoroughly scraped off and clean the surface

thoroughly using wire brushes.

Apply a liberal coat of exterior acrylic primer and allow it to dry

for 4-5 hours. Application of putty is not recommended.

Minimum 4-6 hours duration is required between each coat of

whether shield max paint.

100 Applying two coats of Birla or asian acrylic putty and two

coats of primer of approved brand and manufacture on new

wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other

matter and sand papered smooth.

101 Providing and fixing Mangalore tiled roofing with class'AA'

tiles including securing the last course of tiles near the

eaves with steel flat 40mm x30mm and 1.22 mm wire fixing

country teakwood sloping battens of 25x12 mm teak wood

horizontal battens of 50mmx25mm over the slopping 330.00 1202.00 sq. mt.

battens, all iron work and coaltarring the battens

etc.complete (Excluding ridge and hip tiles).

102 Providing & Fixing New Approx. 20-25 mm thk wooden

boarding with tounge and groove using 1st class well

seasoned Valsadi wood as approved by the Design

Architect. Rate to include all necessary hardwares,

Adhesives or Fevicols, required support.

103 Providing and fixing Wood battens(1st class well seasoned )

of size 50mmx25mm/matching to existing battens for

mangalore tile roof work with all iron works, scaffolding etc.

complete. Battens to be place two way c/c spacing as

required. Rate to include all necessary hardwares complete.

104 Carrying out timber treatment to all wood work including

drilling holes and spraying oil based chemical solution on

surface of timber work for termite control including labor and

material etc. complete. Using Chlorpyriphos20 EC as per

6313 2013 Part III (1% concentration by mass) is

recommended one litre chemical emulsion diluted with 19 380.00 60.14 sq. mt.

liters of kerosene. Total diluted concentration will be

liters inclusive of 1 liter chemical emulsion application in

drilled holes and 0.75 / Litre chemical per one Sqmt two coat

on wood surface not protected by paint or varnish.

Ite Description

m Quantity Rate Unit Amount Rs.

105 Applying general insecticide pest control treatment to floors,

cupboards etc including labour materials etc. complete.

Using Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075%

concentration by mass) is recommended 10.5ml chemical

diluted with 5 liters of water application 0.5 litre chemical

/Sqm of surface is recommended as per I.S.

106 carrying out plinth treatment to post construction/existing

structure by spraying chemical solution for termite control

treatment including labour and material consistent with ISI

specification. Using chlordene and chiorpurifiles 20 EC. as

per 6131Part II concentration weight 1 % is recommended 70.00 82.89 sq. mt.

i.e 1litre 20 EC checmical emulsion with 19 litre will give

1% concentration inclusive of 1 litre chemical emulsion

application at the rate of 5 litre chemical/sq.mt of surfaces is

recommended as per I. S

107 Providing and laying broken china mosaic flooring for terrace

using 12 mm to 20 mm broken pieces of glazed tiles to be

laid over cement mortar 1:3 to plain or slope and to be

tempered to bring mortar crème out upto surface using with

white cement including rounding of junctions and extending 101.00 747.29 Sq.Mt.

them upto 15 cms along the wall cleaning with water oxalic

acide etc. complete as directed.

108 Providing Rubble Pitching with hard stone of approved

quality in cement mortar 1:6 (1 Cement : 6 Coarse sand)

including leveling up ,Curing etc. complete excluding 23.00 2550.00 Cu.Mt

109 Providing and applying two coats of (Basic white and

terracota ) of protectguard colour including applying two coat

of primer coat (Imperguard SF) as per approved by

architects, on exposed brick work and lime based exterior

surface of the building including scaffolding, preparing the 750.00 951.00 Sq.Mt.

surface, watering, curing, etc. complete and as directed by

the architect and engineer incharge.

110 Applying art work in china mosic as per described pattern

including water proofing treatment as described etc. 100.00 576.00 sqmt

111 Providing & laying granite slab 18mm thick in skirting, risers

of steps, dedo, toilet Dedo, Door Frames, Window Frames

and pillars laid on 10mm thick cement mortar 1:4 (1 Cement

: 4 Coarse sand) and finished with flush pointing in white or

colour cement including rubbing & polishing comp.

112 Providing and fixing Dungree cloth in roof so as to avoid

rain water infiltration.

113 Providing and fixing plain Aluminium sheet of 0.80 mm

thickness in roof and including fastening with screws,

washers etc complete as suggested by Architect.

114 Providing and fixing Decorative Eaves board made from well

seasoned Valsadi wood 25 mm thick x250 mm wide. 168.00 3694.00 R.mt.

115 Providing and fixing antic Valsadi wooden cladding( 15mm -

25 mm thick) on steel member including carving & fixing etc. 101.00 6301.00 sq. mt.

116 Providing and fixing 20-25 mm thick Fibre Cement sheet on

M.S sections as directed by architect.

Ite Description

m Quantity Rate Unit Amount Rs.

117 Mangalore tile dipped in surface hardener and water

repellent chemical.

118 Providing & applying two coats of surface hardener and

water repellent on exposed brickwork and/or stone facade 300.00 408.00 sq. mt.

119 Providing and fixing 150 mm thick spotless black basalt

flooring of different sizes varying from 150 x 150 mm upto

600 x 600 mm in lime mortar 1:1 / cement mortar 1:3 , in 102.00 6798.00 sq. mt.

areas suggested by the Architect.

120 Providing and fixing of old (salvage) wooden work 5.00 37400.00 cu.mt.

121 Providing and fixing Brass hardware such as door handles,

stoppers, hinges, aldrops, etc as per the design approved 500.00 2893.00 kg

by the architect.

122 Repairing & refixing old doors & windows with necessary

123 Providing & constructing cornice in lime mortar 200mm deep

and 250 mm high on brick façade as per existing design

including carving and finishing etc. Complete as directed by

124 Providing & fixing 40 micron plastic sheet before laying

basalt flooring etc.complete.

125 Providing & fixing semi circular (dia 1225 mm) window

frame with two radial supports sized 110 x 50 mm made out

of Valsadi wood including carving, fixing & scaffolding etc.

126 Providing & fixing brick bat with lime mortar plaster upto

mm deep, including scaffolding etc complete. 90.00 1098.00 sq. mt.

127 Providing & fixing curved shape wooden support of

mm curved length made out of 100 mm x 150 mm Valsadi

wood with necessary carving for chajja complete as directed

128 Providing and fixing pointing with colored lime putty in

exposed brick including scrapping upto original face of the

wall and washing with water jet machine complete

129 Providing and fixing weather shed e-board, with wooden

texture, 8 mm thick, fixed in planks of size varying from 100-

200 mm, with overlapping on wooden chajja as directed by

130 Providing and fixing Manglore type ridge class "AA" tiles

including pointing with colored cement mortar, curing etc 100.00 536.00 rmt

131 Providing and fixing temporary galvenized sheet roofing on

M.S. Pipes, angle supports etc complete for monsoon

protection including security against wind pressure

132 Scrapping out old paint or varnish or any type of finish on old

wood by using sandpaper including scaffolding upto ceiling 380.00 285.00 sqmt

133 Providing and applying slacked lime water spray on lime

plastered wall for three months and should be applied after 250.00 82.00 sqmt

every three days.

134 Providing and fixing integrated termite control treatment with

tube installation method below flooring etc. complete. 222.00 324.00 sqmt

135 Providing & constructing cornice in lime mortar 200mm deep

and 250 mm high on brick façade as per existing design

including carving and finishing etc. Complete as directed by 50.00 1518.00 rmt

Ite Description

m Quantity Rate Unit Amount Rs.

136 Extra labour rate for “C” channel shaped water spout made

out of stone of 325 x 250 mm, water channel size 175x

mm, upto 1.5 mt length, in façade wall including carving & 10.00 1742.00 nos

fixing etc. complete as directed by architect.

137 Extra for additional cutting in brick work to match the existing

size of the brick (approximately upto 25 mm thickness visible

on the brick surface ) as per existing pattern as directed by

138 Providing and fixing SS bolt (threaded) with nuts and safety

washers (304 grade ) 16 mm dia. 750 mm long complete

with bending , drilling holes , cleaning,grouting in lime 50.00 1567.00 nos

mortar/cement mortar etc. Complete.

139 Providing and fixing SS pins (304 grade ) 10 mm dia.

mm long complete with drilling holes , cleaning,grouting in 140.00 672.00 nos

lime mortar etc. Complete.

140 Providing & laying high density plastic sheet (Tadpatri) over

any existing structure for monsoon protection including 410.00 123.00 sqmt

security against wind pressure.

141 Providing and filling in depressions of Bath and W.C. At all

floor levels, after completing plumbing work of pans,

pipes,traps etc.with cinder or fly ash as directed by

Engineer in charge etc. comp.

142 Providing and laying water proofing treatment on roofs of

slabs by applying cement slurry mixed with water proofing

cement compound consisting of applying : a) after surface

preparation, first layer of slurry of cement @ 0.488 kg/sqm

mixed with water proofing cement compound @

kg/sqm. b) laying second layer of Fibre glass cloth when the

first layer is still green. Overlaps of joints of fibre cloth should

not be less than 10 cm. c) third layer of 1.5 mm thickness

consisting of slurry of cement @ 1.289 kg/sqm mixed with

water proofing cement compound @ 0.670 kg/sqm and

coarse sand @ 1.289 kg/sqm. This will be allowed to air

cure for 4 hours followed by water curing for 48 hours. The

entire treatment will be taken upto 30cm on parapet wall and

tucked into groove in parapet all around. d) fourth and final

layer of brick tiling with cement mortar (which will be paid for

separately For the purpose of measurement the entire

treated surface will be measured.

143 Granite Edge

(I)Labour Charges For Half Round Edge For Granite 50.00 150.00 R.M.

Labour Charges For Quater Round Edge For Granite 50.00 90.00 R.M.

Labour Charges For Edge Finished For Granite 50.00 50.00 R.M.

144 Providing and fixing Wash Down Water closet wallhung type

W.C. pan 2058EWC(S1041111 CRUSE P Trap PAGE:-116

) of CERA make with integral P trap including jointing the

trap with soil pipe in cement mortar 1:1 (1 cement : 1 find 4.00 4733.00 No.

sand) (seat and cover to be measured and paid for

separately) (A) Viterous china pattern - I (i) in white colour

145 Providing and fixing plastic hydraulic and soft close seat

cover 2328 B of CERA make for wash down water closet

with C.P. brass hinges and rubber buffers in white colour

Ite Description

m Quantity Rate Unit Amount Rs.

146 Providing & fixing wash basin 1034A + CM103 of CERA

makewith cutting holes & making good the same incl. fittings

such as, capstan head screw down high pressure with

screws, shanks & back nuts, C.P. Brass waste trap, screw 4.00 2672.00 No.

down stop tap 15 mm. dia. etc. complete. (A) Vitreous

china flat back wash basin 550 mm.x 400 mm. size in white

colour For all Floor

147 Providing & fixing Concealed Urinal 5005 of CERA make

including conecting the Urinal with waste pipe, tap etc. 4.00 6202.00 No.

complete. (A) White earthenware flat back

148 Providing and fixing concealed Flush Tank 30151E of Kludi

make + 50311 chrome plate of Kludi for Water closet

wallhung type W.C. pan with integral trap including jointing it

with water pipeand complete with finishing with cement

mortar 1:1 (1 cement : 1 find sand)

149 Providing & fixing Laminated 8mm th mirror of Modi Guard

make, pasting 4mm mirror with 4mm glass of superior

quality at all floor levels, mounted on 12 mm. th. A.C. sheet

or plywood sheet & fixed to wooden plugs with C.P.brass 4.00 3011.00 Sq. Mt

screws and washers etc. For all Floor

150 Providing, Laying and jointing on true line and level UPVC

pipe (SCH-40) line of Prince/ Supreme/ Jain/ Astral/

Tulsi/ Finolex make including fittings make or equivalent as

approved by angineer-in-charge. Pipe shall be fixed on the

wall the help of clamp at every two meter C/C or shall be

concealed as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

151 Providing & Fixing S S (304) anti Cockroach Nanhi Trap

mm x 150 mm of Chili make at all floor levels of self cleaning

design with screwed down or hinged grating incl. cost of 10.00 700.00 No.

cutting making good the walls & floors etc. For all Floor

152 Providing & Fixing S S (304) Bottle Trap of F8060401

mm (12”) (Cat.:-Page No:- 97)of CERA make at all floor

levels of self cleaning design with screwed down or hinged

grating incl. cost of cutting making good the walls & floors

etc. For all Floor

153 Providing and fixing C. P. Brass two way bib cock CQ906A

of approved quality conforming to IS standrards and wighting

not less then 810 gms with 15 mm nominal bore. ( cat page 4.00 1696.00 No.

154 Providing and fixing CERA MAKE Brass long body bib cock

(CQ 904- F2009152 Bib cock with long nose Cat.Page No:- 8.00 1224.00 No.

64) with flange and aereater .

155 Providing and fixing CERA makes stop cock (concealed)

with 15 mm nominal bore. (Model No: CQ 927E F2009351

Stop cock - exposed set Cat.Page:-64 + CSC 153 8.00 1279.00 No.

F4050102 Stop cock - concealed part 15 mm Page:-64) .

Ite Description

m Quantity Rate Unit Amount Rs.

156 Providing and fixing CERA MAKE Angle cock with wall

flange(concealed) of CQ 908 F2009201 Angle cock 4.00 955.00 No.

Cat.Page No:- 64).

157 Providing erecting and fixing double coated

Syntex/Super/Reno PVC (ISI) mark water tank of required

capacity each with all necessary fittings & connection etc.

complete on terrace.

158 Providing & Fixing abonite ball cock of approved qualities

directed etc. comp. (A) 25 mm. dia. 8.00 102.91 No.

159 Providing & Fixing U-PVC pipe (SWR) confirming to IS no.

13592 (Type "B") of

Prince/Supreme/Jain/Astral/Tulsi/Finolex make for soil and

waste discharge system at all floor levels incl. All fixtures like

bends, tees, shoe etc. jointed with resin of approved brand &

manufacture etc. comp.

(a) 75mm Dia 50.00 412.00 Rmt.

160 Providing and fixing PVC SWR Nahni trap IS 14735 for drain

- 110x110 mm diameter with jali of the following nominal

diameter of self cleaning design with C.I. scread down or 10.00 558.36 No.

hinged grating including the cost of cutting and making good

161 Prov. & Fixing S.W. Gully trap with C.I.grating brick

masonary (C.M 1:5)chamber & water tight C.I. cover with

frame of 300mmx300mm size(inside) with weight includ.

plastering smooth inside & outside 15mm. th' in C.M.1:3 etc.

comp. (i) Square mouth traps

(A) 100mm x 100mm Size -P type 6.00 1292.19 No.

(B) 150mm x 100mm Size- P Type 6.00 1246.92 No.

162 Providing & Fixing in position PVC Cowl vent to pipes of

Prince/Supreme/Jain/Astral/Tulsi/Finolex make etc.Comp.

163 Providing & Fixing gun metal check or non return full way

wheel valve at all floors levels, etc. complete.

164 Providing & laying ordinary cement

con.1:1.5:3(1cement:1.5sand:3 graded

graded stone agg. 20 mm nominal size) finishing smooth

curing etc. comp. Incl.. Cost of form work but excl. Cost of

reinforcement for R.C.C. Work in

(1) Having cross sectional area up to 0.085sq.mt. 5.00 12632.60 cu. Mt.

(2) Having cross sectional area more than 0.085 sq. mt .up

(3) Having cross sectional area more than 0.12 sq. mt .

(1) Having cross sectional area up to 0.085sq.mt. 2.00 12672.24 cu. Mt.

(2) Having cross sectional area more than 0.085 sq. mt .up

(3) Having cross sectional area more than 0.12 sq. mt .

(1) Having cross sectional area upto 0.08 sq.mt. 2.00 12711.88 cu. Mt.

(2) Having cros sectional area more than 0.08 sq. mt and

upto 0.12 sq.mt.

Ite Description

m Quantity Rate Unit Amount Rs.

(3) Having cross sectional area more than 0.12 sq. mt .

(1) Having cross sectional area upto 0.08 sq.mt. 2.00 9102.61 cu. Mt.

(2) Having cros sectional area more than 0.08 sq. mt and

upto 0.12 sq.mt.

(3) Having cross sectional area more than 0.12 sq. mt .

(1) Having cross sectional area upto 0.08 sq.mt. 2.00 9142.25 cu. Mt.

(2) Having cros sectional area more than 0.08 sq. mt and

upto 0.12 sq.mt.

(3) Having cross sectional area more than 0.12 sq. mt .

(1) Having cross sectional area upto 0.08 sq.mt. 2.00 9181.89 cu. Mt.

(2) Having cros sectional area more than 0.08 sq. mt and

upto 0.12 sq.mt.

(3) Having cross sectional area more than 0.12 sq. mt .

(3) Slabs having more than 10 Cm & upto 13 Cm thickness.

(4) Slabs having more than 13 Cm thickness. 2.00 6813.01 cu. Mt.

(3) Slabs having more than 10 Cm & upto 13 Cm thickness.

(4) Slabs having more than 13 Cm thickness. 2.00 6852.65 cu. Mt.

(3) Slabs having more than 10 Cm & upto 13 Cm thickness.

(4) Slabs having more than 13 Cm thickness. 2.00 6892.29 cu. Mt.

165 STAIRCASE INCLUDING LANDING

166 VERTICAL AND HORIGENTAL FINS

167 (B) Providing and laying integral cement based water proofing

treatment including preparation of surface as required for

treatment of roofs, balconies,terraces etc. consisting of

following operations.(a) Applying and grouting a slurry coat of

neat cement using 2.75 kg/sqm of cement admixed with

proprietary water proofing compound comforming to IS:2645

over the R.C.C. slab including cleaning the surface before

tratment.(b) Laying cement concrete using broken bricks/brick

bats 25 mm to 100 mm size with 50% of cement mortar 1:5 (1

Cement : 5 Coarse sand) admixed with proprietary water

proofing compound conforming to IS:2645 ,brick bats is finally 0.00 511.00 Sq.mt

covered by jointless cement plaster 20mm th. in C.M. 1:4

added with special water proofing compound confirming to

IS:2645 & top smooth finished with trowel with false chequered

marking of 300 mm.size.The treatment is carried along the

vertical surface of the parapet & other adjoining wall up to

height of about 300 mm in a shape of quarter round vata Incl.

curing etc.Comp. With average thickness of 120 mm and

minimum thickness at khurra as 65 mm.

168 providing and fixing MS grills of required pattern to wooden

frames of window etc. with MS plate at required spacing and

frame around, square or round bar with rounded headed

bolts and nuts by screws.

Ite Description

m Quantity Rate Unit Amount Rs.

(AA) plain grill 700.00 104.20 kg

(BA) ornamental grill 700.00 153.20 kg

169 Barricading: Providing and installation of Barricades

including Supplying, Painting with Fluorescent Paint and

fixing 1.25mm th. M.S. CRC Plates with MS Channel ISMC

100 x 50 mm of 1.8 M height and M.S. angle 50 x 50 x 5 mm

at 2.5 m c/c or M.S Box Sections of Size 50 * 50 * 4 mm,

Erected at 1.2 m c/c & Application of Corrugated G.I Colour 80.00 2307.30 Sq.mt

Coated Profile Sheet of 2.5 m Height & shifting same as per

requirement during construction period and dismantling the

same after completion of work as directed by Engineer and

as per site requirements.

TOTAL OF PART A- Civil & Conservation work:-

PART B- Drainage work

170 Excavation for pipeline trenches for watersupply,

sewerageline, machinehole etc.all with shoring and struting if

required as per required gradient and line including safety

provisions using site rails and stacking excavated stuff

including upto all required lead cleaning the site etc.

complete for all lifts and strata as specified.

(A) Upto 1.50 mt. depth from G.L. 70.00 102.35 cu. Mt

171 Excavation in bituminous road as per required gradient and

line including safety provisions using site rails and stacking

excavated stuff including up to all required lead cleaning the

site etc. complete for all lift as specified.

B) Excavation in Bituminous Road 7.50 288.65 cu. Mt

172 Refilling the pipe line trenches including

ramming,watering,consolidating With disposal of surpluse

excavated stuff as directed within a radius of 3 KM.

173 providing and carting conveying stacking lowering laying and

jointing NP3/NP4 class pipes in standard length for spigot

and socket rubber ring roll on joint or rubber ring flush

confined joints in the trenches in line and gradient making

use of levelling instruments only. In case of Rubber ring joint

pipe the pipe shall be laid in such a way than it sould be

pushed in systematic manner so as to achive The leak proof

joint by using rubber ring as per relevant ISI

(B) 250 mm dia Np3 150.00 638.55 RMT

174 Providing and constructing Sewer machineholes, scraper

machineholes and unit house connection chamber as per

the type design in brick mansonry in C.M. 1:5 and inside and

outside 20mm thick plastering in C.M. 1:3 necessary 100mm

coping with reinforcement in R.C.C. M200 fixing C.I. steps

and fixing machinehole frame and covers (But excluding

supply of machinehole frame and covers) over

machineholes and house connection chambers and fixing

machinehole covers (but excluding supplying of

machinehole covers) over scraper machinehole etc.

complete, providing and fixing safety chain wherever

necessary as per the sitpulations in the type design

complete as per latest CPHEEO manual. (excl. excavation).

(A) Manhole type "A" circular type having inside diameter of

1200mm for depth upto 1.5 m depth (for 150mm to 500mm

1. Manhole type "A" as above for 1.0 M depth 8.00 12179.00 no

Ite Description

m Quantity Rate Unit Amount Rs.

Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type

manhole-machinehole

175 Making connection with the manhole by boring hole on the

masonary of manhole and jointing pipe with cement mortar

in prop. (1:2) inside as well as outside of existing

manhole,curing etc. complete as directed by Engineer-in- 1.00 1100.00 no

charge.Making Connection (a) upto 900mm dia

176 RCC precast M.H. frame & cover manufacture, supply &

Delivery at store or at site of work precast RCCM-200 frame

& cover suitable to drainage M.H. and as per type design &

Drawing including cost of reinforcement M.S. Angles or Flat,

curing mold work etc.

(A) For circular manhole-machinehole of ISI marks (Heavy

duty) 560 mm dia.

177 Prov. & Fix. 10 cm.x15 cm.(4" x 6") S.W. trap with Inside

dimension ,455 x 610 mm & 450 mm deep sewer trap

chamber with 23 cm th' B.B. masonary walls in C.M 1:5 with

cement plaster 15 mm th' in C.M. 1:3 inside & outside to

exposed faces, R.C.C. top slab with 1:2:4 mix ( 1 cement:

Sand : 4 Grade stone aggregate 20mm size) ,Foundation

concrete 1:5:10 & fixing C.I. cover with frame to be not less

than 38 kg. On top etc. comp. for single pipe.

178 Extra for every additional depth of 0.1 mt beyound 0.45 mt

TOTAL OF Drainage work B:-

Total Civil Work (PART A+ PART B)

(in words Rupees Two Crore Forty One Lacs Thirty Five Thousand Nine and Sixty Paisa Only)

Name of work :- “Restoration, Re-use and Development of old ward

office located at Kabutar Khana , Rander" Surat.(2nd Attempt)

Electrical Work Summary

Sr. No. Description Amount

A Internal Wiring Rs.

LT Switchgear, Distribution Boards & LT

C Cables,Wires & Termination Rs.

D Indoor Lighting Item Rs.

E Fans & Related Item Rs.

F Earthing System Rs.

G Water Coolers & Purifire Rs.

H Air Conditioner Rs.

I Fire Fighting Equipment Rs.

J Fire Alarm System Rs.

Total (A+B+C+D+E+F+G+H+I+J) Rs.

Name of work :- “Restoration, Re-use and Development of old ward office located at Kabutar Khana , Rander" Surat.(2nd

Electrical Work

ItemNo. ITEM Qty Rate(WithoutG PER Amount Rs.

A Internal Wiring

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of

sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires up to 10 mtr length , in below

type of pipe erected with 6A Modular type switch / bell push &

accessories and earth continuity of following type, erected on PVC

/ Metallic/Wooden box, single mounting base frame covered with

textured/metallic/white front plate modules erected on / in wall /

ceiling as per pipe erected, with necessary Lamp holder/ceiling rose

/ H.D.Connector as directed.

(a) with medium class Rigid PVC pipe and accessories erected

flushed on wall/ceiling complete.

Point wiring for Modular secondary light point with 2-1.5 sq.mm &

earth wire of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade

FRLS PVC insulated multi strand copper wires, in below type of pipe

to be erected complete with earth continuity and necessary

connection with primary light with accessories erected on Metal /

PVC / wooden box covered with 3 mm thick PC(Polycarbonate) /

Acrylic sheet for open / concealed wiring. with necessary Lamp

holder / ceiling rose / H.D.Connector as directed.

Note:- Maximum up to 6 mtrs length, excess will be considered as

Mains for Secondary Point.

(a) with medium class Rigid PVC pipe and accessories erected

flushed on wall/ceiling complete.

Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm

(Green) both are of .ISI marked 1.1 KV Grade FRLS PVC insulated

multi strand copper wires up to 10 mtr length, in below type of pipe

erected with 6A Modular type switch and hum free EME step type

electronic fan regulator mounted and accessories with earth

continuity of following type erected on PVC / Metallic/Wooden box,

3 single mounting base frame covered with textured/metallic/white 17 598.93 Pt.

front plate modules erected on / in wall / ceiling as per pipe

erected. with necessary ceiling rose / H.D.Connector as directed.(a)

with medium class Rigid PVC pipe and accessories erected flushed

on wall/ceiling complete.

ItemNo. ITEM Qty Rate(WithoutG PER Amount Rs.

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated

multi strand copper wires up to 10 mtr length, in below type of pipe

erected complete with Modular type switch & 5 pin Plug erected

on PVC / Metallic/Wooden box covered with appropriate front

plate modules erected on / in wall / ceiling as per pipe erected with

following type of accessories.

[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from

nearby switchboard/mcb db board

(a) with medium class Rigid PVC pipe and accessories erected

flushed on wall/ceiling complete.

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated

multi strand copper wires up to 10 mtr length, in below type of pipe

erected complete with Modular type switch & 5 pin Plug erected

on PVC / Metallic/Wooden box covered with appropriate front

plate modules erected on / in wall / ceiling as per pipe erected with

following type of accessories.

[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire

from mcb db board.

(a) with medium class Rigid PVC pipe and accessories erected

flushed on wall/ceiling complete.

Point wiring for on board Looped Plug with 6A Modular type switch

& 5 pin socket erected on PVC / Metallic/Wooden box, single

mounting base frame covered with textured / metallic/white front

plate modules erected on / in wall / ceiling with following type

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated

ISI marked stranded Copper conductor wire in following type of

pipe to be erected concealed in /flushed on wall/ceiling, with

sq. mm copper conductor FRLS PVC insulated stranded wire of

green colour for earth continuity of following size

(A) With medium class Rigid PVC pipe and accessories

7 (a) 2 wire 1.5 sq. mm 140 59.59 Mtr.

8 (b) 2 wire 2.5 sq. mm 2800 78.78 Mtr.

9 (f) 4 wire 2.5 sq. mm 65 120.19 Mtr.

10 (g) 6 wire 2.5 sq. mm 65 163.62 Mtr.

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated

ISI marked stranded Copper conductor wire in following type of

pipe to be erected in / on wall / ceiling with 2.5 sq. mm copper

conductor FRLS PVC insulated stranded wire of green colour for

earth continuity of following size

(A) with medium class Rigid PVC pipe and accessories

11 (a) 2 wire 4 sq. mm 66 107.06 Mtr.

12 (b) 2 wire 6 sq. mm 66 140.39 Mtr.

ItemNo. ITEM Qty Rate(WithoutG PER Amount Rs.

Providing & erecting Switch board for Computer or electric

apparatus consisting of following modular type accessories

mounted with PVC / Metallic concealed/open box with single

mounting base frame covered with textured/metallic /white front

plate,modules erected with necessary connections as directed

1 no. 6A/16A universal plug-switch combined.

3 nos. 6A Switch

3 nos. 6A 5 pin Plug

For Modular Type Accessories

Supplying & erecting approved make LAN cable of following size in

14 existing pipe as per direction 385 45.45 RM

For Laying of Pipes on Stone Wall add to the following item rate per

Providing and erecting ISI mark Medium class RIGID PVC PIPES of

following size complete to be erected on/in wall or ceiling erected

with necessary PVC fittings & Junction boxes fixed with adhesive

solution & Clamps with following dia of pipes, in approved manner

(b) 25 mm (For Above Cat-6 & ELV Mains only)

Providing following type of Modular Type Accessories mounted

with PVC / metallic/Wooden box, single mounting base frame

covered with textured / metallic/white front plate , modules

19 erected with necessary connections as per site situation directed 7 153.52 Ea.

by Engineer In charge.

(3) Two Pin/RJ-11 Telephone Socket

[A] For One Gang - Cat III

20 (7) Blank Plate Single - Cat III 110 24.24 Ea.

21 (8) Computer RJ-45 socket - Cat III 10 153.52 Ea.

Supplying and laying UPVC cable trunking system comprising

unplasticised polyvinyl, chloride rigid material with ignition free and

flame proof confirming BS with necessary end caps Internal and

external bend, flat bends, coupler, tee etc..All necessary accessories

and measuring of following sizes

(1) 75 mm x 50 mm trunking

Sheets steel powder coated enclosure suitable for incorporating

One/Two nos. MCB.

ItemNo. ITEM Qty Rate(WithoutG PER Amount Rs.

B LT Switchgear, Distribution Boards & LT Panel

Providing and erecting Approved make Four pole moulded case

circuit breaker having breaking capacity ICU of 25 KA. at

V,having normal current rating up to 25 A to 100A. with Fixed

thermal & magnetic release suitable to work on A.C. supply 50 c/s.

with all internal connections, spreader tinned copper & complete

erected in existing 16 G.M.S. housing.

ICS=100% of ICU only

25 Add Rs. 10% extra for housing/Encloser of above MCCB 1 617.31 Ea.

Providing and erecting busbar chamber confirming to IS-375

fabricated from 16 G.M.S. sheet, dust & vermin proof having hinged

door with rubber gasket and necessary busbar supports with

COPPER busbar having current density not more than 1.6 Amp. /

sq.mm (Rated current / cross section area) duly wrapped with

colour insulation tape for phase sequence, three phase & neutral

each suitable for following current capacity with necessary painting

mounted on wall or pedestal frame of required size with necessary

(A) Suitable for 63/ 100 Amp. Capacity

providing and erecting Miniature circuit breaker single pole 6A to

25A suitable to operate on 240 V A.C. system and having breaking

27 capacity 10 KA to be erected in existing box. confirming to IS 52 112.11 Ea.

8828/1996 with ISI Mark

Providing & erecting 240 V MCB double pole switch for motor &

inductive load (C Curve) having 10 KA breaking capacity &

28 confirms to IS : 8828 in existing box having following capacity 3 299.97 Ea.

(A) 6 to 32 Amp.

Providing & erecting 415 V MCB Four Pole for Motor & Inductive

Load (C Curve) having 10KA breaking capacity & confirms to IS

29 :8828 in existing box having following capacity (a) 1 595.90 Ea.

Providing & erecting 415 V MCB Four Pole for Motor & Inductive

Load (C Curve) having 10KA breaking capacity & confirms to IS

30 :8828 in existing box having following capacity 1 737.30 Ea.

Providing and erecting Sheet Steel powder coated MCB distribution

board - flush / surface mounted fitted with busbar, neutral link,

earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 &

without MCB to house appropriate nos. of MCBs.(The DBs should

be used of same company of MCB to be used) suitable for

(A) single phase incoming and horizontal single phase outgoing.

(b) sheet steel double door (IP-43)

(B) three phase incoming and single phase horizontal type outgoing

Per phase isolation type (PPI)

(b) sheet steel double door

ItemNo. ITEM Qty Rate(WithoutG PER Amount Rs.

providing and erecting Approved make RCCBs conforming to IS:

12640 and having sensitivity of 30 mA and Short Circuit withstand

capacity of 10 KA and suitable for operation on single phase

33 V,50Hz. having characteristic of quick action & tripping with all 10 1,969.11 Ea.

advance feature & do not incorporate any electronic component.

for following Max. rating erected as directed

(i) 25 Amps.DP Cat.III

34 (ii) 40Amps. DP Cat.III 1 2,235.13 Ea.

Supplying and erecting HYLAM sheet on existing angle iron

35 frame.for following thickness. 2 2,311.89 Sq.Mt

C Cables,Wires & Termination

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable

multistrand / Solid Aluminium conductor for 1.1 KV. to be laid on

36 wall with necessary clamps or in existing trench / pipe of following 220 138.37 Mtr.

(C) 4 core 10 Sq. mm

Making trench in soft soil of suitable width of 90 cm deep for laying

37 cable or locating the fault all over the run and back filling the same 120 54.54 Mtr.

and making the surface as normal ground.

Providing & laying approved make Double walled corrugated pipes

(DWC) of polyethylene(conforming to IS 14930 II )with necessary

connecting accessories of same material at required depth in

existing trench for laying of cable. below ground / road surface for

enclosing cable

(A)50 mm outer dia

Providing and, fixing heavy duty flange type brass cable gland with

rubber ring for PVC insulated armoured cable complete with out

going tails, insulating tape etc for following size of cables.

(C) 2 to 4 core 10 Sq. mm

Solder less crimping type Aluminium lugs conforming to IS suitable

for cable of following size evenly crimped with high pressure tool &

40 connected to switchgear terminals with brass/cadmium plated nut 8 13.13 Each

bolts in an approved manner.

Solder less crimping type Copper lugs conforming to IS suitable for

cable of following size evenly crimped with high pressure tool &

41 connected to switchgear terminals with brass/cadmium plated nut 210 8.08 Each

bolts in an approved manner.

Supplying and erecting Flexible PVC insulated multi strand multi

core 1.1 kv grade ISI marked copper wires of following size to be

erected as directed.

(e) 1.50 Sq.mm 3 core round PVC sheathed

Sub Total Part-C

ItemNo. ITEM Qty Rate(WithoutG PER Amount Rs.

D Indoor Lighting Item

Supplying and erecting LED indoor fittings with LEDs of wattage

Watt to 0.5 Watt assembled on single MCPCB, with housing used as

a heat sink shall be made of thick sheet Steel conforming to IS:

513/CRCA/ aluminium die cast powder coated and high U.V. &

corrosion resistance with diffuser with company mark/name 160V

to 270V, Power Factor more than 0.95, THD < 15%,

CCT 3000 K to 6500K,

43 Luminaire efficacy> 85 lumens/watt ,LED 15 373.10 Ea.

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.)

(A) Tube Light with integral Driver. Cat III

(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet

Supplying and erecting led lamps with following wattage capacity of

220 to 240 voltage, minimum 15000 burning hours life, 500 V in

built-surge protection,Polycarbonate diffuser, mounting suitable for

E14 / E27 / B22 lamp holders, pf >=

(A) LED Lamps integral type, with PC diffuser suitable LAMP holder

(ii) 5 to 8 watts

Supplying and erecting LED indoor fittings with LEDs of wattage

Watt to 0.5 Watt assembled on single MCPCB, with housing used as

a heat sink shall be made of thick sheet Steel conforming to IS:

513/CRCA/aluminium pressure die cast powder coated and high

U.V. & corrosion resistance with diffuser housed in aluminium

casted body with company mark/name

160V to 270V,Power Factor more than 0.95, THD < 15 %,

CCT 3000 K to 6500K,

45 Luminaire efficacy> 85 lumens/watt , 15 758.50 Ea.

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.)

(A) Square/ Circular shaped Surface/Recessed Mount Downlight

with provision for spring loaded mounting clips complete.IP20

(iv) 22-24 watts, Surge-2 KV

(B) LED Panel Light with provision for Plane front frame with

46 translucent cover fixed to housing complete.IP20 60 2,092.00 Ea.

(vii) from 45 to 48 watts, 24" x 24", Surge-2 KV

ItemNo. ITEM Qty Rate(WithoutG PER Amount Rs.

Supplying and erecting LED street light / Flood light fittings with

High power White LEDs wattage of 3 Watt and above assembled on

single MCPCB, efficiency more than 130 lm/w and corrosion free

High pressure die cast aluminum housing with smooth finish

powder coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass with company

mark/name engraved or embossed 160 to 270 V,Power Factor

more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio

>0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency >

85 %.( fittings required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.)

(B) Flood Light (IP-65), Surge protection -4KV integral and ,Light

must have 440VAC line supply with over-voltage protection.

(i) above 40 to 48 watts

SITC of IP65 Surface / suspension mounted waterproof luminaire,

Polycarbonate housing and linear prismatic ribbed cover providing

excellent distribution of light, Convenient Polycarbonate fastening

clips and hinged diffuser to make it easy to replace lamps, Press fit

CRCA gear for ease of maintenance. complete with tube holders,

lead wire and connections. with wall/Ceiling Mounting Clamp. (Min

48 Two Clamp for each tube Luminary) (b) with 1 LED Tube 2100 2 3,020.00 Ea.

Equivalent to Philips Make TCW450 P 1XTLED 19W P3397+MAS

LEDtube 1200mm 13W865 T8 I IN30 OR Havells or Bajaj, Crompton

(To be used for ceiling Mounting).

Contractor Has to submit NABL approved Laboratory Test certificate

of model to be offered for confirmation of above specification.

E Fans & Related Item

Providing & erecting Approved make Power Saving 50 Watt Ceiling

Fan with double ball bearing ISI mark with Condenser 230 volt A.C.

49 50 Hz 1200 mm sweep complete having 3blades with aluminium 18 1,948.29 Ea.

blades with , canopy & 30 cm. down rod erected with

earthing.(Make shall be approved by Engineer in charge))

Supplying & erecting fan hook box of 10 mm M.S. round bar

bounded to the RCC bars up to 50mm length each side and pierced

through a 16 Gauge M.S. box / Heavy Duty PVC box complete

erected concealed in Ceiling with necessary finishing.

Supplying & erecting single phase approved make industrial exhaust

fan suitable for medium duty ring mounted low noise operation

51 suitable for medium duty having following dia size and maximum 3 2,054.34 Ea.

[A] 305 mm dia 900 RPM Cat II

F Earthing System

Providing and erecting required size HOT deep Galvanised iron strip

52 for earthing of H.T. , OCB/ ACB/ Transformer LT panel board, 150 77.77 Kgs

Motors etc. using proper clamp.

ItemNo. ITEM Qty Rate(WithoutG PER Amount Rs.

53 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 350 794.87 Kgs

Supplying & erecting earth pit of minimum bore dia.150mm size

approved make Earthing Electrode consisting Pipe-in-Pipe Technology

as per IS 3043-1987 made of corrosion free hot dipped G.I.Pipes having

Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner pipe

dia of 25 mm having 200-250 Micron galvanising, connection terminal

dia of 12mm with constant ohmic value surrounded by highly

conductive compound with high charge dissipation suitable for

following type of applications with chamber and heavy duty

cover.(approved make OEM has to submit test certificate) & having

back filling compound of (B) Inner chemical (CCM Compound)-

54 Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- < 4 8,636.51 Ea.

1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound should be capable to retain moisture

for long time Necessary test report must be submitted by Agency.

(c) For Electrical Installation covering Transformer Neutrals, Lightning

arrester Earthing, A.C.Plant & Sensitive Computer System(like

Automation, SCADA) i.e independent Earthing in normal soil.

Length of Pipe : 3.00 mtrs

Back filling Compound :2 nos Bags of 25 Kg.

G Water Coolers & Purifire

Providing & erecting water cooler having storage capacity 150 Ltr. &

cooling capacity 150 Ltr.per hour @ an ambient temp of 45˚ C. The

outlet temp. of the water should drop by 15˚C within a hour, The

water cooler should be comprising of hermetically sealed

compressor, fan motor, condensing unit, water tank surrounded by

evaporating, coil, thermostats, relay etc.complete with necessary

inlet & outlet connection. The body of water cooler will be made

from Stainless Steel.

56 SITC of Water Purifire Eureka Forbs Make AG 200 or Equivalent 1 11,500.00 Ea.

H Air Conditioner

Providing and erecting approved make split air-conditioning unit

consisting of copper condensing unit with fan motor, hermetically

sealed rotary compressor with accessories etc. duly connected

separately erected evaporating unit and blower motor with its

accessories by means of extra supplied proper insulated copper

tubing,drain PVC pipes suitable for ( cost includes powder coated

Stand, Eco Friendly green gas charging, 15A plug top & Remote

Control) with necessary core cutting.

For 3 Star Rating of current year with Premium Category

(b) for 1.5 ton capacity

58 (c) for 1.7 to 2.0 ton capacity 3 49,739.47 Ea.

59 (d) for 2.2 to 2.5 ton capacity 5 57,981.07 Ea.

ItemNo. ITEM Qty Rate(WithoutG PER Amount Rs.

I Fire Fighting Equipment

Supplying FIRE bucket round bottom of 9 ltr. capacity made out of

24 gauge G.I. sheet with extra handle at bottom duly painted white

60 inside and Red out side with FIRE mark, filled with dry-sand and 8 350.00 Ea.

kept on existing stand provided

or hung on wall hook.

Supplying and erecting floor mounting stand for keeping four nos.

of FIRE buckets comprising 1500mm in lenght, 900mm height frame

made out of 30mm x 30mm x 4mm angle from with cross supports

for legs, welded with 4 hooks and duly painted with one coat of red

lead and two coats of approved

enamelled silver paint.

Fire extinguisher - ABC powder type 6 Kg.

Supply, installation and testing of ABC powder fire extinguisher

necessary hardware and consumables. Stored pressure

mechanism.Charged with MAP-50% (ABC) Dry powder.with wall

mounting clamp.UOM - Price per each No. Make - Kanex / Safex /

Fire extinguisher - CO2 Gas type 4.5 kg.

Supply, installation and testing of CO2 Gas fire extinguisher with

63 necessary hardware and consumables.Standard - Confirming to 10 4,200.00 Ea.

IS:15683-2006 with ISI mark.

UOM - Price per each No. Make - Kanex / Safex / Secure Zone

J Fire Alarm System

64 SITC of ABS Manual Call Point with key – break / Re settable type. 6 850.00 Ea.

SITC of ABS Sounder - 24V, 95-105 db

APPROVAL: CE Mark

SITC of Optical Photo / Smoke Detector with base. Approval: UL

SITC of 4 Zone Fire Alarm Control Panel having 16 X 2 LCD display,

Front Facia / LED’s, Individual Zone Isolation, 2 Digital Inputs, Event

Logging, Fire, Fault & Configurable Relay, Monitored NAC & Zone

67 Circuits, IEC 62368-1:2018 & CE Certified, Panel should have One 2 16,500.00 Ea.

Man Walk Test Facility. Panel should have capacity to support upto

1 km Length for upto 20 Detectors per Zone, Auxillary Power

Output & On board Memory Lock Switch.

Providing & Erecting XLPE (IS: 7098) (I)-88 ISI 2 core X 1.5 sqmm

armoured cable multistrand copper conductor for 1.1 kV to be laid

on the wall with necessary clamps or in exiting trench/pipe at road

crossing or floor of following size of cable.

Total Rs.(A+B+C+D+E+F+G+H+I+J)

Total Amount Rs.(Civil Works + Electrical Works)

Total Amount Rs.(Civil Works + Electrical Works)

Date & Signature of contractor Executive Engineer

Surat Municipal Corporation