DEPOSIT WORK

Name of Work :- (Package) (1) Campus Development for Shri Govind Guru University at Vinzol

Dist. Panchmahal & (2) Proposed Construction of Convention Center at Vinzol, Godhra for

Shri Govind Guru University. (Deposit work)

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. No. Description of Item Qty. Unit Rates in Total

Civil works items

1 Excavation for foundation upto 1.50 mt depth including sorting out and 845.87 Cum 117.08

stacking of useful materials and disposing the excavated stuff for all

lead and lift for loose or soft soil.

2 Excavation for foundation depth from 1.5 mt. to 3.0 mt. including sorting 1040.52 Cum 150.38

out and stacking of useful materials and disposing the excavated stuff

for all lead and lift for all sorts of soil.

3 Excavation for foundation depth from 3.0 mt. to 5.0 mt. including sorting 1637.54 Cum 273.54

out and stacking of useful materials and disposing the excavated stuff

for all lead and lift for all sorts of soil.

4 Filling in foundation and plinth with sand in layers of 20 cm. thickness 384.15 Cum 460.19

including watering ramming and consolidating etc. complete.

5 Filling available excavated earth (excluding rock) in trenches plinth side 309.74 Cum 130.39

of foundation etc. in layer not exceeding 20 cm in depth consolidation

each deposited layer by ramming and watering etc. complete.

6 Filling in foundation and plinth with murrum or selected soil in layers of 3386.86 Cum 273.96

20 cm thickness including watering, ramming and consolidation etc.

7 Providing and laying of permanent piping technology anti termite 2561.02 Sq.m. 197.96

treatment before flooring work by installing LLDP (Low Linear Density

Polyethylene) tube of 8mm O.D.& 6.4 mm I.D. with inbuilt pressure

compensation chip every 30 cm interval in the tube, having working

pressure of 2 kg/cm2 and release rate of 1.9 ltr/hour fixed by p-clips and

nails. The LLDP pipe shall be installed at the entire periphery of the

building and at internal network of building at a depth of 20 to 200 mm

under floor at every 2 to 3 Rmt. c/c distance (adjusted as per building

layout) & ends of loop pass through a PVC elbow of minimum 32 mm ID

at junction box and the loop shall termite in junction boxes & test every

junction during injecting chemicals for termite control treatment. The

anti-termite chemical Imidacloprid 30.5% SC mix as per IS-6313 (part-

3) shall ne injected by the pressure pump diluted with water @

ml/5 ltr of water at the rate 2 kg/sq.cm @ 5 ltr/SMT. Permanent pipe

system with Junction boxes (only Pipe network) including Anti termite

chemical injected area (chemical injecting including labour cost) the

contractor shall submit approved line plan for piping system andjunction

boxes dully approved by engineer-in-charge withbond of 5 year

warranty. (As per Gov. G.R. SOR/1018/715/C-1Part file Dt.24/06/2019).

8 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 378.30 Cum 3165.34

6 crushed stone aggregate 40 mm nominal size) and curing complete

excluding cost of form work in foundation and plinth.

9 Providing and laying controlled cement concrete M-150 and curing 194.97 Cum 4017.91

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Foundations, footings

base of columns & mass concrete.

10 Providing and laying controlled cement concrete M-150 and curing 384.15 Cum 4138.33

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Plinth Slab.

It. No. Description of Item Qty. Unit Rates in Total

11 Providing and laying controlled cement concrete M-250 and curing 677.85 Cum 4440.86

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Foundations, footings

base of columns & mass concrete.

12 Providing and laying controlled cement concrete M-250 and curing 99.87 Cum 6861.02

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Columns upto plinth.

13 Providing and laying controlled cement concrete M-250 and curing etc. 108.82 Cum 6861.02

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Columns for Ground floor.

14 Providing and laying controlled cement concrete M-250 and curing etc. 103.02 Cum 6900.13

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Columns for First floor.

15 Providing and laying controlled cement concrete M-250 and curing etc. 35.81 Cum 6939.24

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Columns for Terrace floor.

16 Providing and laying controlled cement concrete M-250 and curing 337.49 Cum 5746.78

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Ground beams.

17 Providing and laying controlled cement concrete M-250 and curing 292.85 Cum 5746.78

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in beams for Ground floor.

18 Providing and laying controlled cement concrete M-250 and curing 215.78 Cum 5785.89

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in beams for First floor.

19 Providing and laying controlled cement concrete M-250 and curing 7.25 Cum 9585.91

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in plinth beams.

20 Providing and laying controlled cement concrete M-250 and curing 49.98 Cum 5824.99

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Beams for Terrace floor.

21 Providing and laying controlled cement concrete M-250 and curing 97.58 Cum 7460.79

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Lintels for Ground floor.

22 Providing and laying controlled cement concrete M-250 and curing 71.97 Cum 7499.90

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Lintels for First floor.

23 Providing and laying controlled cement concrete M-250 and curing 21.09 Cum 7539.00

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Lintels for Second floor.

24 Providing and laying controlled cement concrete M-250 and curing 50.11 Cum 8059.61

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Chhajjas for Ground floor.

25 Providing and laying controlled cement concrete M-250 and curing 37.23 Cum 8098.72

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Chhajjas for First floor.

26 Providing and laying controlled cement concrete M-250 and curing 35.43 Cum 8137.82

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Chhajjas for Terrace floor.

It. No. Description of Item Qty. Unit Rates in Total

27 Providing and laying controlled cement concrete M-250 and curing 156.50 Cum 6127.90

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Slabs for Ground floor.

28 Providing and laying controlled cement concrete M-250 and curing 151.50 Cum 6167.01

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Slabs for First floor.

29 Providing and laying controlled cement concrete M-250 and curing 24.79 Cum 9963.60

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Double height Slabs for

30 Providing and laying controlled cement concrete M-250 and curing 37.46 Cum 6206.12

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Slabs for Staircabin floor.

31 Providing and laying controlled cement concrete M-250 and curing 24.73 Cum 6475.72

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in RCC Walls upto plinth.

32 Providing and laying controlled cement concrete M-250 and curing 43.64 Cum 6475.72

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in RCC Walls for Ground

33 Providing and laying controlled cement concrete M-250 and curing 24.64 Cum 6514.83

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in RCC Walls for First floor.

34 Providing and laying controlled cement concrete M-250 and curing 48.69 Cum 6553.94

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in RCC Walls for Terrace

35 Providing and laying controlled cement concrete M-250 and curing 351.69 Cum 7231.01

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in STAIRCASES for Ground

36 Providing and laying controlled cement concrete M-250 and curing 26.98 Cum 7270.12

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in STAIRCASES for First

37 Providing I.S.I. Mark T.M.T. bar Fe-500D reinforcement for R.C.C. work 613624.90 Kg. 76.50

including bending, binding and placing in position upto all floor two level

for all floors.

38 Providing and laying brick work using common burnt clay building 405.90 Cum 4021.02

conventional type bricks having crushing strength not less than

Kg./Sq.cm. in foundation and plinth in cement mortar 1:6 (1 cement :

fine sand) including the cost of all materials and labour charges etc.

39 Providing and laying brick work using common burnt clay building 575.91 Cum 4289.33

conventional type bricks having crushing strength not less than

Kg/sq.cm. in super structure above plinth level upto floor two level in

cement mortar 1:6 (1 cement : 6 fine sand) for Ground Floor including

the cost of all materials and labour charges etc. complete.

40 Providing and laying brick work using common burnt clay building 400.06 Cum 4329.82

conventional type bricks having crushing strength not less than

Kg/sq.cm. in super structure above plinth level in cement mortar 1:6 (1

cement : 6 fine sand) for First Floor including the cost of all materials

and labour charges etc. complete.

It. No. Description of Item Qty. Unit Rates in Total

41 Providing and laying brick work using common burnt clay building 395.47 Cum 4370.31

conventional type bricks having crushing strength not less than

Kg/sq.cm. in super structure above plinth level in cement mortar 1:6 (1

cement : 6 fine sand) for Staircabin Floor including the cost of all

materials and labour charges etc. complete.

42 Providing and laying half brick work using common burnt clay building 106.20 Sq.m. 715.04

conventional type bricks having crushing strength not less than

Kg/Sq.cm in cement mortar 1:3 (1 cement : 3 coarse sand) with 2 nos.

of 6mm diameter mild steel round bars after every three coarse

embedded in cement mortar in super structure above pilinth level for

Ground floor including the cost of all materials and labour charges etc.

43 Providing and laying half brick work using common burnt clay building 18.86 Sq.m. 721.04

conventional type bricks having crushing strength not less than

Kg/Sq.cm in cement mortar 1:3 (1 cement : 3 coarse sand) with 2 nos.

of 6mm diameter mild steel round bars after every three coarse

embedded in cement mortar in super structure above pilinth level for

First floor including the cost of all materials and labour charges etc.

44 Providing 20 mm thick double coat mala cement plaster on interior brick 3163.75 Sq.m. 270.43

/ concrete work for plastering comprising of base coat of 12 mm thick

cement plaster in cement mortar 1:4 (1 cement : 4 coarse sand) in

rough finishing and 8 mm thick top coat of cement mortar 1:2 (1 cement

: 2 coarse sand) finished with trowel including scaffolding, curing etc.

complete for Ground floor.

45 Providing 20 mm thick double coat mala cement plaster on interior brick 2391.15 Sq.m. 296.36

/ concrete work for plastering comprising of base coat of 12 mm thick

cement plaster in cement mortar 1:4 (1 cement : 4 coarse sand) in

rough finishing and 8 mm thick top coat of cement mortar 1:2 (1 cement

: 2 coarse sand) finished with trowel including scaffolding curing etc.

complete for First floor.

46 Providing 20 mm thick double coat mala cement plaster on interior brick 3438.86 Sq.m. 322.30

/ concrete work for plastering comprising of base coat of 12 mm thick

cement plaster in cement mortar 1:4 (1 cement : 4 coarse sand) in

rough finishing and 8 mm thick top coat of cement mortar 1:2 (1 cement

: 2 coarse sand) finished with trowel including scaffolding curing etc.

complete for Terrace floor.

47 Providing 10 mm thick cement plaster in single coat for interior 1263.88 Sq.m. 164.97

plastering on ceiling and soffits of stairs upto floor two level and finished

even and smooth in cement mortar 1:3 (1 cement : 3 sand) for Ground

48 Providing 10 mm thick cement plaster in single coat for interior 1057.32 Sq.m. 187.73

plastering on ceiling and soffits of stairs upto floor two level and finished

even and smooth in cement mortar 1:3 (1 cement : 3 sand) for First

49 Providing 10 mm thick cement plaster in single coat for interior 432.99 Sq.m. 210.48

plastering on ceiling and soffits of stairs upto floor two level and finished

even and smooth in cement mortar 1:3 (1 cement : 3 sand) for Second

50 Wall painting with premium acrylic emulsion paint of (two coats) interior 8993.76 Sq.m. 95.95

grade, having VOC (Volatile Organic Compound) content less than

grams/ litre of approved brand and manufacture including applying

additional coats wherever required to achieve even shade and colour

for all floors.

It. No. Description of Item Qty. Unit Rates in Total

51 Ceiling painting with premium acrylic emulsion paint of (two coat)interior 2742.19 Sq.m. 101.51

grade, having VOC (Volatile Organic Compound) content less than

grams/ litre of approved brand and manufacture, including applying

additional coats wherever required to achieve even shade and colour

for all floors.

52 Applying two coats (white cement based) or acrylic lapy- putty & two 11739.95 Sq.m. 40.59

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 foreign matter and sand papered

53 Providing 20 mm thick double coat mala cement plaster on interior brick 4439.59 Sq.m. 276.96

/ concrete work for plastering comprising of base coat of 12 mm thick

cement plaster in cement mortar (1 cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2 (1 cement :

coarse sand) finished with trovel including scaffolding curing etc.

54 Providing and applying a medium grain textured finish designed to be 4439.59 Sq.m. 1440.26

anti mould siloxane modified acrylic coating for exteriors imported water

based with selected marble chips texture as approved by Architect.

55 Providing 20mm thick water proof cement plaster using water proofing 404.85 Sq.m. 272.70

powder 1 Kg/1 bag of cement for all floors on brick / concrete wall work

using water proofing materials in C.M. 1:4 (1 cement : 4 coarse sand)

including finishing with a floating coat of neat cement slurry etc.

complete for all floors and shall be guaranteed for minimum period of

years after handing over the completed building by the main contractor

to be finished as directed. Stamp paper guarantee 10 years to be

furnished before receiving any payment from the client etc. complete as

directed by Engineer in charge. (i) Inside of basement wall, Toilet

vertical wall & RCC O.H. tank

56 Providing cement vata (10 cm x 10 cm size) quarter round in cement 1177.10 Rmt. 23.68

mortar 1:1 including neat cement finishing, watering etc. complete.

57 Providing & fixing the Chicken mesh - 20 guage (Crimp Jali) of 768.99 Sq.m. 61.61

approved size applying between the RCC and masonry junction in

proper line, level and plumb with all material, labour, tools, tackles and

equipment including fixing the jali with nails etc. complete as directed by

the Engineer-in-charge.

58 Providing and fixing partly panelled and partly glazed for double doors 67.18 Sq.m. 5410.57

and clearstory windows including using Wooden Teak Wood frame of

size 120 mm x 70 mm with door having side hung double shutter having

premium quality of factory made 35 mm. thick solid core flush door

finished with 4 mm thick veneer on both sides with 6 mm thick plain

glass, fixed with bedding patti and 6 turn spider cylindrical lock {Godrej

or equivalent), SS handle size 60 cm long, Tower bolt size 20 cm etc.

as per detail colour & pattern approved by this office including

necessary anodized alluminum fixtures and fastenings.

59 Providing and fixing door having side hung single shutter / double leaf 60.51 Sq.m. 5492.38

having premium quality of factory made 35 mm. thick solid core flush

door finished with 4 mm thick veneer on both sides with 6 Lever Mortice

lock {Godrej or equivalent), Door closers (Heavy type of 765 number)

Hardware or Everite Prabhat or equivalent SS aldrop, SS handle size

15 cm long, tower bolt size 20 cm etc. as per detail colour & pattern

approved by this office including necessary anodized alluminum fixtures

and fastenings for all floors.

It. No. Description of Item Qty. Unit Rates in Total

60 Providing and fixing premium quality French UPVC factory made colour 16.20 Sq.m. 14098.29

sliding three track window of Approved make, made of extruded

profiles. Profiles of frames and sash will be metered cut and fusion

welded at all corners including drilling of holes for fixing hardware and

drainage of water etc. making arrangement for fixing of hardware,

EPDM gasket, 1.2 ± 0.2mm thick galvanised steel profile to be inserted

in required profile, frame will be fixed to the wall with 8 mm x 100 mm

long fasteners, all complete as per direction of Engineer-in-charge. The

rates inclusive of 5 mm glazing and mosquito net with hardware hinges

and fitting etc. for all floors.

61 Providing and fixing premium quality French UPVC factory made 3.60 Sq.m. 6736.70

coloured fix window of Approved make, made of extruded profiles.

Profiles of frames and sash will be metered cut and fusion welded at all

corners including drilling of holes for fixing hardware and drainage of

water etc. making arrangement for fixing of hardware, EPDM gasket,

1.2 ± 0.2mm thick galvanised steel profile to be inserted in required

profile, frame will be fixed to the wall with 8 mm x 100 mm long

fasteners, all complete as per direction of Engineer-in-charge. The rates

inclusive of 5 mm glazing and hardware hinges and fitting etc. for all

62 Providing and fixing premium quality French UPVC factory made 13.35 Sq.m. 6765.99

coloured adjustable louvers with box frame of Approved make, made of

extruded profiles. Profiles of frames and sash will be metered cut and

fusion welded at all corners including drilling of holes for fixing hardware

and drainage of water etc. making arrangement for fixing of hardware,

EPDM gasket, 1.2 ± 0.2mm thick galvanised steel profile to be inserted

in required profile, frame will be fixed to the wall with 8 mm x 100 mm

long fasteners, all complete as per direction of Engineer-in-charge. The

rates inclusive of 3 mm bajari glass, hardware hinges and fitting etc. for

63 Providing and fixing safety grills of required pattern for windows / 1245.00 Kg. 105.85

Ventilator / Door using M.S polished bars / pipes / M.S. angles / flats of

size and at required spacing as per drawings as per design and hold

fasting with coach bolts including one coat of primer and two coats of

matt finished oil painting etc. complete.

64 Providing and fixing Toilet cubical (of following standard dimension 18.00 No. 57784.63

which includes 600mm door size width) made up of thermosetting

resign treated high pressure, self supporting decorative compact

laminates with permanently incorporate anti-bacterial agents (under JIS

Z2801:2000 certification) during manufacturing. Compact board should

be resistance to water immersion through permissible increase on

thickness and mass <0.60% and board density > 1.35 kg/cm3 and

fulfilled the criteria of green guard gold certification and manufactured

under EN438-2&3:2005 standard. 12mm thick compact board should be

Moisture resistant, Impact resistant, termite resistant, Scratch resistant,

Weather and climatic shock resistant. Finish of compact laminates

should be suede finish which includes door, pilasters and intermediate

panels finished with approved texture / shades as per IS2046 and

fulfilled the criteria of fire retardant under BS-476/97 and EN438-6 with

classification of BS1D0 standard. Pilaster to be supported with SS

(grade 316) adjustable foot and intermediate panels will attached to the

wall with the help of approved SS (grade 316) channels and all required

hardware, made up of stainless steel as per manufacturer’s

specification. Door knob, gravity hinges.

It. No. Description of Item Qty. Unit Rates in Total

Thumb turn locksets with occupancy indicators, coat hooks with door

stoper, U channel, top rail with corner connector, adjustable foot /

pedestal, Rubber noice deafening tape, screw & wall plugs should be

approved under the instruction of Engineer-in-charge. The top fitting

should consist of SS round top rail which will get fixed with pilaster, with

SS panel tube holder, SS corner bend (connected with top rail ) will be

use in corner of cubical in absence of brick wall, SS wall fixing is used

only on the wall which will hold the SS top rail. All screw will of

grade in SS with stain finish. All pilasters are supported by SS bottom

cladding . The base of the stainless steel bottom cladding will be

anchored to the floor with a clearance height upto 150 mm.Finish and

colour of Toilet cubical should be approved under guidance of engineer-

in-charge.Toilet cubical with standard dimension of 2100mm (H) x

1200mm (W) x 1500mm (Depth), which includes 600mm door size

width or as per drawing. ('L') Toilet cubical I- shape(front partition)with

standard dimension of 2100mm (H) x 1200mm (W) which includes door

size width or as per drawing. ('I') All aspect specified by the

65 Providing and laying 600 mm x 600 mm G.V.T. tiles 8 to 10 mm tick 46.43 Sq.m. 1790.73

flooring over 20 mm (average) base of cement mortar 1:6 (1 cement :

coarse sand) on new surface with 4 mm spacer and epoxy filling &

cleaning the surface etc. complete as per detail approved by Architect /

Engineer in charge.

66 Providing and laying 600 mm x 600 mm G.V.T. Glossy tiles 8 to 10 mm 3.89 Sq.m. 1737.20

thick in skirting, risers of steps and dedo on 10mm thick cement plaster

1:3 (1 cement : 3 coarse sand) on new surface with 4 mm spacer and

epoxy filling & cleaning the surface complete as per detail approved by

Architect / Engineer in charge.

67 Providing & laying 1200 mm x 1200 mm GVT tiles 8 to 10 mm thick 1834.48 Sq.m. 2289.67

flooring over 20 mm (average) base of cement mortar 1:6 ( 1 cement :

coarse sand) on new surface with 4 mm spacer and epoxy filling with

7.5 cm skirting & cleaning the surface etc. complete as per detail

approved by Architect / Engineer in charge.

68 Providing & laying 1200 mm x 1200 mm G.V.T. Glosssy tiles 8 to 10 58.23 Sq.m. 2222.00

mm thick in skirting, risers of steps and dedo on 10mm thick cement

plaster 1:3 (1 cement : 3 coarse sand) on new surface with 4 mm

spacer and epoxy filling & cleaning the surface complete as per detail

approved by Architect / Engineer in charge

69 Providing and laying 600 mm x 600 mm Anti skid matt finished tiles 8 to 157.90 Sq.m. 1914.96

10 mm thick flooring over 20 mm (average) base of cement mortar 1:6

(1 cement : 6 coarse sand) on new surface with 4 mm spacer and

epoxy filling with cleaning the surface complete as per detail approved

by Architect / Engineer in charge.

70 Providing and laying coloured glazed tiles of the size 300 mm x 200 mm 262.33 Sq.m. 1417.36

x 6 mm / 300 mm x 450 mm x 6 mm in skirting, risers of steps and

dedo on 10 mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) &

jointed with white cement slurry.

71 Providing and laying polished kota stone slab 25mm thick in risers of 93.69 Sq.m. 1121.48

steps, skirting, dedo and pillars laid on 10mm thick cement mortar 1:3

(1 cement : 3 coarse sand) and jointed with gray cement slurry mixed

with pigment to match the shade of slab including rubbing and polishing

etc. complete. (A) 25mm thick

72 Providing and laying Ceramic tiles 6mm thick in skirting risers of steps 1343.78 Sq.m. 995.81

and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand)

and jointed with white cement slurry.

It. No. Description of Item Qty. Unit Rates in Total

73 Providing and laying Machine cut 16 to 18 mm thick granite in single 413.61 Sq.m. 3354.21

piece with all free edges rounded double moulding, machine polished in

landing, tread and riser including and 1 cm double nosing and

necessary groove as per design on 20 mm thick cement mortar 1:6 (1

cement : 6 coarse sand) on treads & 10 mm thick cement mortar 1:3 for

risers, jointed with grey cement slurry including rubbing and polishing

with colour and design approved by Architect / engineer in charge etc.

74 Providing and fixing 16 to 18 mm thick quartz white artificial marble 6.66 Sq.m. 3282.50

counter for basin including making necessary grooves in walls and

jointing with adhesive of approved quality and full moulding the edges

with necessry labour & material etc complete.

75 Providing and fixing 16 to 18 mm thick of approved quality of Granite 8.00 No. 1362.49

urinal partition in single piece of size 0.62 x 1.20 mt. in cement mortar

1:1 (1 cement : 1 coarse sand) and finishing with white cement including

polishing on both sides, finishing edges with round shape etc. complete.

Rate includes for all lead & lift & as per directed by Engineer in charge.

76 Providing and fixing machine cut, free edges, pre mirror polished 175.76 Sq.m. 2137.16

Granite stone slab 16 to 18 mm thick for for Doors & windows cill, jambs

& cladding as per design including full moulded round front edge and

1cm nosing on 15 mm thick cement mortar 1:3 (1 cement : 3 coarse

sand) jointed with grey cement slurry including rubbing, polishing &

finishing etc. complete

77 Providing and fixing machine cut free edges, premirror polished Granite 76.41 Sq.m. 2168.47

stone slab 16 to 18 mm thick in single piece for ventilation cill, jambs &

cladding as per design including full moulded round front edge and 1cm

nosing on 15 mm thick cement mortar 1:6 (1 cement : 6 coarse sand)

jointed with grey cement slurry including rubbing, polishing & finishing

78 Providing and fixing precast rubber Dye / steel Dye inter locking 18077.88 Sq.m. 593.51

concrete block 60mm thick with grade of concrete M-300 pneumatic

compressed / vibrated mechanically and as per approved design

confirming to IS 15658 : 2006 including 35 mm 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.

79 Providing and casting in situ controlled cement concrete M-200 for 8.75 Cum 4658.12

Kerb/ kerb blocks including formwork, curing and finishing etc.

80 Painting two coats (excluding priming coat) on new steel and other 58.35 Sq.m. 95.95

metal surface with enamel paint, brushing, interior to give an even

shade including cleaning the surface of all dirt, dust and other foreign

81 Providing and laying broken china mosaic flooring for terrace using 12 1146.75 Sq.m. 1078.65

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 creme

out upto surface using white cement including rounding off junctions

and extending them upto 15 cm along the wall, clearing with water and

oxalic acid etc. over cement concrete flooring 1:2:4 (1-cement : 2-

coarse sand : 4-graded stone aggregate 20mm nominal size) laid in one

layer (A) Average 40mm thick.

It. No. Description of Item Qty. Unit Rates in Total

82 Providing and fixing 90 cm high Stainless steel railing made from 107.00 Rmt. 6538.74

anticorrocive 304 grade S.S. pipe of 50 mm dia (16 gauge) as hand rail

with S S 304 grade baluster of 38 mm dia (16 gauge) as a vertical

support fixed in RCC slab at 1.2m c/c including 8 mm thick toughen

glass glazing as per design approved by Architect fixed by 18.75 mm

dia (16 gauge) S S pipe with baluster including accessories as per

detailed drawing as directed etc. complete.

83 Providing and fixing Everest or equivalent GRC-glass reinforced 226.20 Sq.m. 7783.06

concrete screen, beam, pillar in approved design, pattern, sizes and

colour to be fixed on existing structure of MS or RCC. the grc should be

made from ‘53 grade’ cement manufactured by ‘JK/Birla cement’ or

equivalent, quartz, fine silica sand, alkali resistant glass fiber

manufactured by ‘n.e.g. japan’ or equivalent, super plasticizers

manufactured by ‘Basf’ or equivalent, polymers manufactured by ‘basf’

or equivalent and U.V. resistant synthetic inorganic pigments should be

used for pigmentation manufactured by ‘bayferrox (germany)’ or

equivalent. the material casting should take place in frp mould or

equivalent. The fixing of GRC should be ‘dry fixing’ as per the drawings

approved by engineer in charge. approved make everestgrc and the

fixing and erection shall be done by the manufacturer or approved

vendor of manufacturer. (Internal Railling)

84 Providing and fixing everest or equivalent 600 mm high and 260 mm 22.00 Rmt. 6092.32

wide GRC glass reinforced concrete carving screen, beam, pillar in

approved design, pattern, sizes and colour to be fixed on existing

structure of MS or RCC. The GRC should be made from ‘53 grade’

cement manufactured by ‘JK/Birla cement’ or equivalent, quartz, fine

silica sand, alkali resistant glass fiber manufactured by ‘N.E.G. Japan’

or equivalent, super plasticizers manufactured by ‘basf’ or equivalent,

polymers manufactured by ‘Basf’ or equivalent and U.V. resistant

synthetic inorganic pigments should be used for pigmentation

manufactured by ‘Bayferrox (Germany)’ or equivalent. the material

casting should take place in frp mould or equivalent. the fixing of GRC

should be ‘dry fixing’ as per the drawings approved by engineer in

charge approved make Everest GRC and the fixing and erection shall

be done by the manufacturer or approved vendor of manufacturer.

85 Filling in foundation and plinth with brick bats chhara in layers of 20cm. 71.06 Cum 600.56

thickness including watering, ramming and consolidating etc. complete.

86 Metal Sheet Roofing : Supply of color coated galvalume cold Rolled 1739.23 Sq.m. 505.25

sheets made out of 0.45mm base material thickness and Total quoted

thickness as 0.50mm, yield and tensile strength minimum 550 Mpa.Cold

Rolled sheets with Hot Dip Metallic coating of Aluminium Zinc Alloy (Al.

55%, Zinc 43.4% Si. 1.6%) AZ 150 GSM/Sqm, Density Minimum

Kg/SqM with Regular Modified Polyester (20µm over 5µm Polyester

primer) & Back Coat Shadow grey (5µm over 5µm Polyester primer)

(Standard). The sheets conforms to general requirements of ASTM-792

/IS 15965 having Trapezoidal Profile sheeting with supply width (1072)

& effective cover width (1015) with 28mm High Crest & Pitch of

203.00mm C/C. Double Ribs in between for strength.

87 Providing and fixing of ridge manufactured out of same material as 52.70 Rmt. 696.90

mentioned above in on roof sheet and purlin fixed with G.I. rubber

coated J bolt and protective polymer caps and anti leakage washers

and G.I. round washers minimum 2 nos. per sheet on the purlin with

matching profile between the ridge and roof sheeting panels etc.

complete as per the details.

It. No. Description of Item Qty. Unit Rates in Total

88 Providing and fixing flashing, capping and gutters manufactured out of 105.41 Rmt. 580.75

same material as mentioned in ROOFING in standard length of 2.5 mtr.

and fixed by means ofhex-head self-drilling stitching screws.

89 Providing and fixing Under Duck Insulation work by using glass wool of 1739.23 Sq.m. 696.90

50mm thick, 48 kg/m3 density with aluminum foil including weld mesh

and all accessories, material & labor complete as directed by Architect /

Engineer–in–charge.

90 Providing, fabricating and erecting Pre Fabricated or Pre-engineering 254343.30 Kg. 116.15

Structure made of sections made from high tensile steel plate having

strength of E355 grade (YST 355 Mpa & UTS 490 Mpa) including

necessary connections, welding, insert plates, slide plate etc. complete

with one coat of zinc chrome and two coat of enamel paint etc.

complete as directed by EIC. Rate includes for all floor all lead & lift.

91 Steel work, welded in built up sections framed work including cutting, 1360.80 Kg. 90.48

hoisting, fixing in position and applying a priming coat of read lead paint.

(A) In beams and joists, channels angles Tees, flats, with connecting

plates or angle cleats as in main and cross beams. Hip and jack rafters,

purlins connected to common rafters and the like.

92 Providing & fixing of reinforcement bars after drilling the hole of required 50.00 No. 791.84

diameter & depth, cleaning of the same, providing / filling the hole with

Injection Mortar (HIT HY 200r of Hilti or approved equivalent), inserting

reinforcement bar etc. complete as per Manufacturers & architects

instruction. The work shall be carried out by the technical

workmens/agency approved by the manufacturer and under technical

supervision of Manufacturer of Injection grout including all materials,

tool tackles, labour etc. completed as directed by E.T.C/PMC. Rate

shall be included required testing like pull-out etc. & over all design shall

be measured forces by structural design consultant. Rate includes for

all lead & lift & as per directed by EIC. for 20 mm. dia. bar - Holes

25mm dia. Depth 200mm

93 Providing & fixing of reinforcement bars after drilling the hole of required 50.00 No. 438.34

diameter & depth, cleaning of the same, providing / filling the hole with

Injection Mortar (HIT HY 200r of Hilti or approved equivalent), inserting

reinforcement bar etc. complete as per Manufacturers & architects

instruction. The work shall be carried out by the technical

workmens/agency approved by the manufacturer and under technical

supervision of Manufacturer of Injection grout including all materials,

tool tackles, labour etc. completed as directed by E.T.C/PMC. Rate

shall be included required testing like pull-out etc. & over all design shall

be measured forces by structural design consultant. Rate includes for

all lead & lift & as per directed by EIC. for 16mm. dia. bar - Holes 20mm

dia. Depth 160mm

94 Providing & fixing of reinforcement bars after drilling the hole of required 50.00 No. 183.82

diameter & depth, cleaning of the same, providing / filling the hole with

Injection Mortar (HIT HY 200r of Hilti or approved equivalent), inserting

reinforcement bar etc. complete as per Manufacturers & architects

instruction. The work shall be carried out by the technical

workmens/agency approved by the manufacturer and under technical

supervision of Manufacturer of Injection grout including all materials,

tool tackles, labour etc. completed as directed by E.T.C/PMC. Rate

shall be included required testing like pull-out etc. & over all design shall

be measured forces by structural design consultant. Rate includes for

all lead & lift & as per directed by EIC for 12 mm. dia. bar - Holes 14mm

dia. Depth 120mm

It. No. Description of Item Qty. Unit Rates in Total

95 Providing & fixing of reinforcement bars after drilling the hole of required 100.00 No. 155.54

diameter & depth, cleaning of the same, providing / filling the hole with

Injection Mortar (HIT HY 200r of Hilti or approved equivalent), inserting

reinforcement bar etc. complete as per Manufacturers & architects

instruction. The work shall be carried out by the technical

workmens/agency approved by the manufacturer and under technical

supervision of Manufacturer of Injection grout including all materials,

tool tackles, labour etc. completed as directed by E.T.C/PMC. Rate

shall be included required testing like pull-out etc. & over all design shall

be measured forces by structural design consultant. Rate includes for

all lead & lift & as per directed by EIC for 10 mm. dia. bar - Holes 12mm

dia. Depth 100mm

96 Providing & fixing of reinforcement bars after drilling the hole of required 100.00 No. 134.33

diameter & depth, cleaning of the same, providing / filling the hole with

Injection Mortar (HIT HY 200r of Hilti or approved equivalent), inserting

reinforcement bar etc. complete as per Manufacturers & architects

instruction. The work shall be carried out by the technical

workmens/agency approved by the manufacturer and under technical

supervision of Manufacturer of Injection grout including all materials,

tool tackles, labour etc. completed as directed by E.T.C/PMC. Rate

shall be included required testing like pull-out etc. & over all design shall

be measured forces by structural design consultant. Rate includes for

all lead & lift & as per directed by EIC for 8 mm. dia. bar - Holes 12mm

dia. Depth 100mm

97 Making holes upto 50mm dia. 300mm long in any RCC members by 20.00 No. 477.73

diamond Core Cutting machine of HILTI or equivalent including

disposing the debries etc complete. Rate includes for all lead & lift & as

per directed by Engineer in charge.

98 Making holes upto 100mm dia. 300mm long in any RCC members by 20.00 No. 709.02

diamond Core Cutting machine of HILTI or equivalent including

disposing the debries etc complete. Rate includes for all lead & lift & as

per directed by Engineer in charge.

99 Making holes upto 150mm dia. 300mm long in any RCC members by 20.00 No. 886.78

diamond Core Cutting machine of HILTI or equivalent including

disposing the debries etc complete. Rate includes for all lead & lift & as

per directed by Engineer in charge.

100 Providing & fixing anchor fasteners of Fischer make or approved 20.00 No. 195.94

equivalent including drilling in RCC / Masonary members, fastening with

structural steel members etc complete. Rate includes for all lead & lift &

as per directed by Engineer in charge. (a) 8 mm dia. 110 mm long

101 Providing & fixing anchor fasteners of Fischer make or approved 22.00 No. 231.29

equivalent including drilling in RCC / Masonary members, fastening with

structural steel members etc complete. Rate includes for all lead & lift &

as per directed by Engineer in charge. (a) 10 mm dia. 110 mm long

102 Providing & fixing anchor fasteners of Fischer make or approved 24.00 No. 328.25

equivalent including drilling in RCC / Masonary members, fastening with

structural steel members etc complete. Rate includes for all lead & lift &

as per directed by Engineer in charge. (a) 12 mm dia. 110 mm long

103 S.S. Name plate :- Providing and fixing in position 150 mm high, 450 50.00 No. 1363.50

mm wide English letters made from 1.0 mm thick stainless steel sheet

as directed by Engineer in charge with all necessary tools & plants etc.

It. No. Description of Item Qty. Unit Rates in Total

104 Providing and fixing Structural Glazing with spiders using the 17 Micron 518.10 Sq.m. 4227.86

anodised of approved colour alluminium section as transium, mullium of

size 63mm x 38mm x 2 mm with using 6 mm thick reflective structural

glass of approved make, colour, toughned and shade and fixed with

silicone sealant and spacer tap and at corner sealed neoprene foam

dust and Air sealed gasket mirred including scaffolding, cleaning of

glass etc.complete at all heights anf lifts with all necessary fitting and

fixtures, anchore fasteners, necessary M.S. or Aluminium brackets,

suitable design for openable window as per Architectural drawing and

as directed by Engineer-in-charge. Grooves between the glasses to be

filled with sealant of Dow corning - structural sealant 995, weather

sealant 789. The entire facade should be water proof. The mullions are

to be connected to bracket by SS-304 nut bolts. Measurement shall be

given as per actual execution of the work.

105 Providing and fixing premium quality French UPVC factory made, 2.70 Sq.m. 5832.75

coloured fix window of Fenesta make, made of extruded profiles.

Profiles of frames and sash will be mitered cut and fusion welded at all

corners including drilling of holes for fixing hardware and drainage of

water etc., making arrangement for fixing of hardware, EPDM gasket,

1.2 ± 0.2mm thick galvanised steel profile to be inserted in required

profile, frame will be fixed to the wall with 8 mm x 100 mm long

fasteners, all complete as per direction of Engineer-in-charge. The

Rates inclusive of 12 mm Toughenglass Glazing, hardware hinges and

106 Providing and fixing S.W. Gully trap with C.I. grating brick masonry 11.00 No. 1246.92

chamber and water tight C.I. cover with frame of 300 mm x 300 mm size

(inside) with standard weight. [i] square mouth trap (B) 150 mm x

mm size P or R type

107 Providing and fixing in proper line and level (with necessary support 50.00 Rmt. 531.26

like, brick masonry pedestals and battens, if necessary) to floor,

approved quality, heavy duty, white UPVC / CPVC as per ASTM D-

1785, of Astral or equivalent, Open and conceal piping complete

including jointing with rubbering and airtight joints, with necessary

specials, couplers, elbow, equal tees, tail piece, adapter (both male and

female), reducer (single stage, double stage and triple stage), end cap,

fabricated bend, etc. and lubricant or jointing material, including testing,

cutting, making good the wall, ceiling and floor etc. testing and

installation of pipe lines as per drawing and specification (a) 80 mm dia.

- UPVC Schedule 80 Grade.

108 Providing and fixing in proper line and level (with necessary support 50.00 Rmt. 341.38

like, brick masonry pedestals and battens, if necessary) to floor,

approved quality, heavy duty, white UPVC / CPVC as per ASTM D-

1785, of Astral or equivalent, Open and conceal piping complete

including jointing with rubbering and airtight joints, with necessary

specials, couplers, elbow, equal tees, tail piece, adapter (both male and

female), reducer (single stage, double stage and triple stage), end cap,

fabricated bend, etc. and lubricant or jointing material, including testing,

cutting, making good the wall, ceiling and floor etc. testing and

installation of pipe lines as per drawing and specification (a) 62.5 mm

dia. - UPVC Schedule 80 Grade.

109 Providing, laying and jointing in true line and level I.S.I. mark 50mm dia. 283.00 Rmt. 195.67

U.P.V.C (Sch-40) including fitting as approved by Engineer in charge.

Pipe shall be fixed on the wall with held of clamp at every two meter c/c

shall be concealed or open as directed including necessary fitting etc.

including testing of pipe and joints and fixing the same with adhesive

solvent including cost of al materials.

It. No. Description of Item Qty. Unit Rates in Total

110 Providing and fixing concealed center point to wall, ceiling and floor 66.20 Rmt. 442.04

I.S.I. mark C.P.V.C. (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia. nominal bore

tube fittings and clamps including making good the wall, ceiling and

floor etc. complete. (D) 40 mm dia.

111 Providing and fixing concealed center point to wall, ceiling and floor 130.00 Rmt. 249.72

I.S.I. mark C.P.V.C. (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia. nominal bore

tube fittings and clamps including making good the wall, ceiling and

floor etc. complete. (C) 25 mm dia.

112 Providing and fixing concealed center point to wall, ceiling and floor 78.00 Rmt. 166.86

I.S.I. mark C.P.V.C. (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia. nominal bore

tube fittings and clamps including making good the wall, ceiling and

floor etc. complete. (A) 15 mm dia.

113 Providing and fixing Gun metal check or non-return fullway wheel valve 6.00 Each 420.63

114 Providing and fixing Gun metal check or non-return fullway wheel valve 4.00 Each 663.43

115 Supplying and installing Brass Ball Valve conforming to IS 778 of RB, 4.00 Each 1335.73

Astral (910-161) or equivalent. Ball valve must be having screwed ends.

The ball valve should be with stand with maximum pressure up to

Kg/cm2. Complete job as specified and directed. 50 mm nominal bore.

116 Supplying and installing Brass Ball Valve conforming to IS 778 of RB, 2.00 Each 2775.99

Astral (910-161) or equivalent. Ball valve must be having screwed ends.

The ball valve should be with stand with maximum pressure up to

Kg/cm2. Complete job as specified and directed. 65 mm nominal bore.

117 Supplying and installing Brass Ball Valve conforming to IS 778 of RB, 1.00 Each 5168.68

Astral (910-161) or equivalent. Ball valve must be having screwed ends.

The ball valve should be with stand with maximum pressure up to

Kg/cm2. Complete job as specified and directed. 80 mm nominal bore.

118 Providing and fixing brass screw down stop tap. (A) 15mm dia. as 8.00 Each 186.83

directed by Engineer in charge.

119 Providing and fixing approved SWR quality, heavy duty I.S.I. mark 189.85 Rmt. 835.15

UPVC pipes - Type B Ring Fit and Self Fit, confirming to IS 13592 and

fitting confirming to IS 14735 for waste water or soil waste pipe, with

necessary specials, bends, such as "Y" junction, "T" junction (both

single and double) including plugs, shoes, cowls, flange compression

type fittings, wall clips, in proper line and level with necessary support

like brackets/clamps, clips, RCC or brick pedestals or battens, if

necessary, to wall, ceiling and floor, open or concealed complete

jointing with rubberising and airtight joints with ‘T’ shaped rubber ring

etc. and lubricant or jointing material, including testing, cutting, making

good the wall, ceiling and floor etc. testing and installation of pipe lines

as per drawing and specification. (a) 110 mm dia. pipe.

It. No. Description of Item Qty. Unit Rates in Total

120 Providing and fixing approved SWR quality, heavy duty I.S.I. mark 131.90 Rmt. 831.22

UPVC pipes - Type B Ring Fit and Self Fit, confirming to IS 13592 and

fitting confirming to IS 14735 for waste water or soil waste pipe, with

necessary specials, bends, such as "Y" junction, "T" junction (both

single and double) including plugs, shoes, cowls, flange compression

type fittings, wall clips, in proper line and level with necessary support

like brackets/clamps, clips, RCC or brick pedestals or battens, if

necessary, to wall, ceiling and floor, open or concealed complete

jointing with rubberising and airtight joints with ‘T’ shaped rubber ring

etc. and lubricant or jointing material, including testing, cutting, making

good the wall, ceiling and floor etc. testing and installation of pipe lines

as per drawing and specification. (b) 160 mm dia. pipe.

121 Providing and fixing PVC SWR Nahni trap IS-14735 for drain - 100 mm 31.00 Each 558.36

diameter with jali of the following nominal diameter of self cleaning

design with screwed down or hinged grating including jointing, cutting,

making good the walls, floors. Rate including RCC Slab hole. Testing

and installation as per drawing and specification.

122 Providing and fixing to wall, ceiling and floor 10.0 Kg.F/cm2 working 724.00 Rmt. 336.24

pressure polythene pipes of the following outside dia. low density,

complete with special flange compression type fittings, wall clips etc.

including making good the wall, ceiling and floor. (G) 110mm dia.

123 Providing and fixing Triple layer coated PVC OH Tank with piping, 15000.00 Litre 9.44

valves and necessary standard fixtures fittings and testing etc. complete

on terrace as directed by E.I.C. including over flow pipe fitting etc

124 Providing and fixing white vitreous china flat back urinal (Jaquar or 18.00 Each 10442.39

equivalent) of approx. size 375 x 315 x 620mm having water inlet and

outlet from back side including fixing to wall with suitable brackets all as

per manufacturers specification and direction of Engineer-in-charge

including Urinal and Urinal flush as directed by Engineer-in-charge.

125 Providing and fixing white vitreous china Wall Hung water closet 22.00 Each 15825.69

(European type) of size 370 x 510 x 360 mm of approved shape

(Jaquar or equivalent) including providing and fixing white vitreous

china cistern with dual flush fitting of flushing capacity 3 litter/ 6 litter,

including PP soft close seat cover, hinges, fixing accessories,

accessories set, and cistern fittings, with specials of standard make and

mosquito proof coupling of approved design complete,cutting and

making good the floors wherever required including Jet spray as

directed by Engineer-in-charge.

126 Providing and fixing white vitreous china Wall Hung water closet 1.00 Each 25599.46

(European type) of size 360 x 490 x 330 mm of approved shape

(Jaquar or equivalent) including providing and fixing white vitreous

china cistern with dual flush fitting of flushing capacity 3 litter/ 6 litter,

including UF soft close slim seat cover, hinges, Hand shower (Health

Faucet) with 1 Meter Long easy Flex tube in chrome finish & wall hook,

fixing accessories, accessories set and cistern fittings with specials of

standard make and mosquito proof coupling of approved design

complete, cutting and making good the floors wherever required

including Jet spray as directed by Engineer-in-charge.

127 Providing and fixing of first quality white vitreous china Table Top basin 16.00 Each 7224.53

(Jaquar or equivalent), type wash basin as per product detail, including

filling gap between counter and wash basin with approved sanitary

grade material, cutting and making good the walls where required to the

complete satisfaction of the Engineer in charge including oval wash

basin, rag bolts for wash basins, Bottle Trap, waste coupling, prismatic

pillar cock. Size 410 x 410 x 155mm.

It. No. Description of Item Qty. Unit Rates in Total

128 Providing and fixing stainless steel kitchen sink of Glossy ASIS 304 1.00 Each 6018.59

grade x 1mm thick with over all size 485 x 410 mm and bowl size 410 x

365 x 165 of approved make with M.S. or C.I. brackets painted white

including cutting holes and making good the walls and floors wherever

required with 32 mm dia. C.P. brass waste coupling, single lever sink

mixer and M.I. fisher union etc. complete as directed by Engineer in

129 Providing and fixing full turn brass bib tap with wall flange in polished 23.00 Each 1045.35

chrome of approved quality and conforming to manufacturers standards

as directed by Engineer in charge.

130 Providing and fixing half turn brass bib tap with wall flange in polished 6.00 Each 1553.38

chrome of approved quality and conforming to manufacturers standards

as directed by Engineer in charge.

131 Providing and fixing 6 mm thick decorative mirror including machine 8.64 Sq.m. 2525.00

polishing glass all over and fixed with S.S. studs etc. complete with all

required fittings & fixtures.

132 Providing and fixing Liquid Soap Dispenser in Glass Bottle with all 16.00 Each 1220.08

necessary accessories and fittings confirming to manufacturers

specifications and including drilling holes in the walls, inserting rawal

plugs, fixing the dispenser to the wall with G.I. screws, complete and

making good to the satisfaction of Engineer in charge.

133 Providing and fixing Square Towel Ring 300 mm square in polished 16.00 Each 1472.58

chrome with concealed type brackets, fixed to the wall with C.P. screws

etc. complete with all fitting as per specifications of approved make and

conforming to manufacturers standards as directed by Engineer in

134 Providing and fixing Towel rail of 600mm length or equivalent) in 16.00 Each 1385.72

polished chrome with concealed type brackets, fixed to the wall with

C.P. brass screw etc. complete with all fittings as per specification of

135 Supply, Installation, Testing and Commissioning of Solid state, no touch 9.00 Each 9059.70

operating, fully hygienic Hand Dryer with single blower, with time delay,

summer and winter control, music while drying, volume ON/OFF

controls as directed by Engineer in charge.

136 Providing and fixing Handicap Toilet set including European water 2.00 Each 50723.21

closet, cistern, seat cover, fittings, washbasin, hinged rail, grab bar and

faucet with spatula lever including cast iron chair backed and necessary

bolts and nuts complete, including painting of fittings and brackets,

cutting and making good the walls and floors wherever required to the

satisfaction of Engineer-in-charge including Toilet set + cistern set+

wash basin and grab bar+ bottle trap + waste coupling + prismatic pillar

cock as directed by Engineer in charge.

137 Constructing brick masonary chamber for under ground C.I. Inspection 85.00 Each 3660.76

chamber and bends with bricks having crushing strength not less than

35 Kg/cm2 in C.M. 1:5, R.C.C. top slab with 1:2:4 mix (1 cement :

coarse sand : 4 graded stone aggregate 20 mm nominal size)

foundation concrete 1:5:10 inside plaster 15 mm. thick with cement

mortar 1:3 finished smooth with a floating coat of neat cement on walls

& a bed concrete etc. complete. (ii) inside dimension 500mm x 700 mm

and 450mm deep for pipe line with one or two inlets.

It. No. Description of Item Qty. Unit Rates in Total

138 Constructing brick masonary chamber for under ground C.I. Inspection 7.00 Each 3925.62

chamber and bends with bricks having crushing strength not less than

35 Kg/cm2 in C.M. 1:5, R.C.C. top slab with 1:2:4 mix (1 cement :

coarse sand : 4 graded stone aggregate 20 mm nominal size)

foundation concrete 1:5:10 inside plaster 15 mm. thick with cement

mortar 1:3 finished smooth with a floating coat of neat cement on walls

& a bed concrete etc. complete. (ii) inside dimension 500mm x 700 mm

and 550mm deep for pipe line with one or two inlets.

139 Constructing manhole with RCC top slab in 1:2:4 mix (1 cement : 2 30.00 Each 11029.97

coarse and : 4 graded stone aggregate 20 mm nominal size) foundation

concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 brick bats 40 + 50 mm

size) inside plastering 15mm thick with cement mortar 1:5 (1 cement :

coarse sand) finished with a floating coat of neat cement and making

channel in cement concrete 1:2:4 mix (1 cement : 2 coarse sand :

stone aggregate 20mm nominal size) inside size 900 mm x 1200 mm

and 1.5 m deep (1) A-type depth 0.90 m for 150 mm 250 (required dia.)

140 Constructing manhole with RCC top slab in 1:2:4 mix (1 cement : 2 8.00 Each 11552.93

coarse and : 4 graded stone aggregate 20 mm nominal size) foundation

concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 brick bats 40 + 50 mm

size) inside plastering 15mm thick with cement mortar 1:5 (1 cement :

coarse sand) finished with a floating coat of neat cement and making

channel in cement concrete 1:2:4 mix (1 cement : 2 coarse sand :

stone aggregate 20mm nominal size) inside size 900 mm x 1200 mm

and 1.0 m deep (1) A-type depth 0.90 m for 150 mm, 250 (required dia.)

141 Constructing manhole with RCC top slab in 1:2:4 mix (1 cement : 2 35.00 Each 19330.46

coarse and : 4 graded stone aggregate 20 mm nominal size) foundation

concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 brick bats 40 + 50 mm

size) inside plastering 15mm thick with cement mortar 1:5 (1 cement :

coarse sand) finished with a floating coat of neat cement and making

channels in cement concrete 1:2:4 mix (1- cement : 2 coarse sand :

stone aggregate 20mm nominal size) finished smooth complete

including curing and fasting (i) Inside size 900mm x 1200mm and 1.5M.

deep including C.I. cover with frame size 560mm diameter total weight

of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg.

and Wt. of frame 64 Kg.) (A) With 230mm thick walls of brick masonry

using brick having crushing strength not less than 35Kg. / Sq.cm. in

cement mortar 1:5 (1- cement : 5 coarse sand) (2) B type depth

metre for 150mm diameter sewer.

142 Constructing manhole with RCC top slab in 1:2:4 mix (1 cement : 2 5.00 Each 19727.65

coarse and : 4 graded stone aggregate 20 mm nominal size) foundation

concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 brick bats 40 + 50 mm

size) inside plastering 15mm thick with cement mortar 1:5 (1 cement :

coarse sand) finished with a floating coat of neat cement and making

channels in cement concrete 1:2:4 mix (1- cement : 2 coarse sand :

stone aggregate 20mm nominal size) finished smooth complete

including curing and fasting (i) Inside size 900mm x 1200mm and 1.5M.

deep including C.I. cover with frame size 560mm diameter total weight

of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg.

and Wt. of frame 64 Kg.) (A) With 230mm thick walls of brick masonry

using brick having crushing strength not less than 35Kg. / Sq.cm. in

cement mortar 1:5 (1- cement : 5 coarse sand) (2) B type depth

Metre for 150mm diameter sewer.

It. No. Description of Item Qty. Unit Rates in Total

143 Constructing manhole with RCC top slab in 1:2:4 mix (1 cement : 2 14.00 Each 23441.74

coarse and : 4 graded stone aggregate 20 mm nominal size) foundation

concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 brick bats 40 + 50 mm

size) inside plastering 15mm thick with cement mortar 1:5 (1 cement :

coarse sand) finished with a floating coat of neat cement and making

channels in cement concrete 1:2:4 mix (1- cement : 2 coarse sand :

stone aggregate 20mm nominal size) finished smooth complete

including curing and fasting (i) Inside size 900mm x 1200mm and 1.5 M.

deep including C.I. cover with frame size 560mm diameter total weight

of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg.

and Wt. of frame 64 Kg.) (A) With 230mm thick walls of brick masonry

using brick having crushing strength not less than 35Kg. / Sq.cm. in

cement mortar 1:5 (1- cement : 5 coarse sand) (3) C type depth

Metre for 150mm diameter sewer.

144 Extra Depth of 0.1 M for Constructing Manhole with R.C.C. top slab in 4.00 Each 24212.56

1:2:4 mix (1-cement :2- coarse sand : 4-graded stone aggregate 20mm

nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand

: 6 Brick bats 40 + 50mm size) inside plastering 15mm thick with

Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating

coat of neat cement and making channels in cement concrete 1:2:4 mix

(1- Cement : 2-Coarse sand : 4 stone aggregate 20mm nominal size)

finished smooth complete including curing and fasting (i) Inside size

900mm x 1200mm and 1.6 M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be not less than

kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.) (A) With 230mm

thick walls of brick masonry using brick having crushing strength not

less than 35Kg. / Sq.cm. in cement mortar 1:5 (1 Cement : 5 coarse

sand) (3) C type depth 2.25 Metre for 150mm diameter sewer.

145 Providing and placing in position 100 mm thick factory made machine 44.28 Sq.m. 2704.78

batched and machine mixed precast RCC rectangular covers on drains

of footpath of various sizes, of M-25 grade cement concrete for RCC

work, including cost of centering, shuttering, reinforcement of 8 mm dia

T.M.T. bars of Fe 500D grade at maximum 100mm c/c on both ways,

neat cement punning on finished surface, properly encased on all

edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over

priming coat, reinforcement to be welded at edges with MS sheet and

providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all

leads and lift, handling at site etc. all complete as per direction of

146 Providing and fixing ECO Drain pipes in including supporting the ECO 170.00 Rmt. 791.84

Drain pipe on the bricks at each joint including leak proof joints ECO

drain pipe etc. complete. 200mm dia. pipe

147 Providing and fixing ECO Drain pipes in including supporting the ECO 200.00 Rmt. 1507.93

Drain pipe on the bricks at each joint including leak proof joints ECO

drain pipe etc. complete. 315mm dia. pipe.

148 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 170.00 Rmt. 1176.49

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

specifications including setting the pipes in C.M. 1:2 watering and laying

(to level or slopes) of class NP3 of following internal diameters. (ii)

149 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 2670.00 Rmt. 2180.22

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

specifications including setting the pipes in C.M. 1:2 watering and laying

(to level or slopes) of class NP3 of following internal diameters. (iii)

150 Providing and fixing iron steps of size 500mm x 150mm x 22.5 mm and 61.00 Each 203.76

painting with two coats of anticorrosive paint etc. complete.

It. No. Description of Item Qty. Unit Rates in Total

151 Providing and fixing PVC clamp made from 40mm x 6mm thick for fixing 280.00 Each 62.62

the PVC pipe on wall of duct to stay away from wall at any height etc.

152 Construction Septic tank inside dimension of 6 m in length & 3 m in 1.00 Each 143564.43

width & 3 m depth including excavating any type of soil as shown and

mentioned in the drawing, providing and laying 0.10 m thick plain

cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate) 40 mm thick IPS flooring at bottom with brick masonary

m thick walls C.M. 1:5 (1 cement : 5 coarse sand) and intermediate

partition C.M. 1:4 & RCC top slab 12 cms thick in 1:2:4 (1 cement :

coarse sand : 4 graded stone aggregate) including reinforcement as per

design and 15 mm thick cement plaster in C.M. 1:4 with floating coat of

neat cement slurry inside, top and around tank below 15 cm on ground

level. Also provide two nos. C.I. Manhole frame and cover of size 60 cm

x 45 cm & 75 mm dia. PVC 6 kgf / Sq cm pressure air vent pipe in

length with cowl etc. complete as per direction of Engineer in charge.

(Note :- may be vary as per invert level)

153 Providing and construction 3.00 mt inner dia. and 6.50mt deep soak pit 1.00 Each 79698.09

including excavation BBCC, Brick masonary work at bottom and top

including RCC Slab at top in honey combica masonary in mud goober

154 Providing and fixing in expansion joint 100 mm thick SIL FLEX (Capcell 150.75 Sq.m. 2982.06

HD 100) expansion joint board of best quality and approved make

including cutting to required size and shape at all levels etc. complete

155 Gypsum False Ceiling - MR GreadProviding and fixing gypsum board 393.00 Sq.m. 431.27

false ceiling consists at G.I perimeter channels of size 0.55 thick having

one flange of 20 mm and another flange of 30 mm and web of 27 mm

along with perimeter of ceiling, screws fixed to brick work / concrete /

partition with help of nylon sleeves and screws at 610 mm centre. The

suspending G.I. intermediate channels of size 45 mm (0.9 mm thick with

2 flangs at 15mm each from the soffit at 1220 mm centre with ceiling

angles of width 25mm x 10mm x 0.5 mm thick fixed to soffit with G.I.

cleat and steel expansion fastners ceiling section of .55 thick having

kurled web 51.5 mm and 2 flangs at 26 mm each with lip at 10.5 mm

are fixed to intermediate channel with help of connecting clips and in

direction perpendicular to the intermediate channel at 450mm centre to

centre including 12.5 mm tapered edge Gyp board conforming to IS

2095 – 1982 is then screw fixed to ceiling section with 25mm dry wall

screws of approved quality and make at 230mm centre, screw fixing is

done mechanically with drilling machine with suitable attachment.

Finally tapered edges at the cupboard are to be joint and finished so as

to have a flush look which includes filling and finishing with jointing

compound, paper tape etc. complete. Rate to be included all kinds of

profiles, upright, curves,cutouts required for light fixtures, speakers,

sprinklers, smoke detectors, trap doors, A.C. grill, diffuser etc including

additional support if required of duct portion, marking grid on ceiling,

including all drops, offsets, curvature small moulding and in desired

geometrical pattern, including 2 coats of primer, plaster putty and

minimum 3 coats of plastic emulsion paint as per manufactures

specification, scaffolding.

It. No. Description of Item Qty. Unit Rates in Total

156 Providing & fixing in position 24 mm exposed grid suspension system 1310.00 Sq.m. 1375.62

with “P“ Grid profile false ceiling system using 600 mm x 600 mm Light

Weight Calcium silicate Ceiling Tiles having 24mm densified edges &

100% relative humidity resistance, incombustible as per BS476 Part IV

with thermal conductivity of 0.043 w/mokg and approved surface design

Quadra (with NRC of 0.50) and edge profile Tegular placed in a

suspended grid of size 600 mm x 600 mm made from hot dipped GI

Steel sections, rotary stitched, main tee of size 24 x 42 x 3000 mm x

0.40 mm thickness suspended at every 600 mm c/c along length of

ceiling with 4 mm dia, Pre-straightened G.I. wire with necessary level

adjusters & intermediate cross tees of size 24 x 38 x 600 mm x

mm thickness shall be inserted in to slots between the main tees at

mm centers in direction vertical to the main tees, where in the main tees

are resting on the periphery on wall angles of size 24 mm z 24 mm x

3000 mm x 0.40 mm thickness including providing necessary openings

for light fixtures, diffusers etc. are to be made as per lay out & as per

directions of Engineer in charge.

157 Extra for additional height of propping and centering where the height of 380.00 Sq.m. 1648.66

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 9.0 M.

158 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 1097.00 Rmt. 41.00

159 Providing and filling the expansion joint by Thioflex 600 polymer or 162.52 Rmt. 1030.79

equivalent confirm to BS 4254-1983 as per required shade and

manufactured specification by making groove of 100 mm x 12.5 mm

lather by cutting or by repairing groove and removing mortar drop or

any other foreign materials including applying primer and filling required

size (oversize of joint PU foam etc. complete.

160 Dewatering by pumping set of required capacity including temporary 4500.00 HP / 18.55

platform carting pumping at site and fixing the same in position Hr

including all accessories, and fuel and labour etc. complete.

161 Finishing Wall with weather proof exterior emulsion paint on wall 64.00 Sq.m. 114.53

surfaces (two coats) of approved brand and manufacture to give an

required shape even shade over and including a primary coat with alkali

resistant primer of approved brand after thoroughly brushing the

surface to remove all dirt and remains of loose powdered materials.

162 Providing and fixing window having extruded aluminum colour anodized 2.00 Sq.m. 1713.70

section frame main outer size 63.50 x 38.10 x 1.95 mm (@ Wt 1.094 Kg

/ Rmt), horizontal two track member size 61.85 mm x 31.75 mm x

1.20mm (@ wt.of 0.695 Kg/mt), vertical member of size 61.85 mm x

31.75mm x 1.30 mm (@ wt.of 0.659 Kg/mt) with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm (@ wt. of

Kg/mt), vertical member of size 40mm x 18mm x 1.29mm (@ wt. of

0.456 Kg/mt. & @ Wt. 0.457 Kg/mt) with 5 mm thick transparent bronze

colour tinted float glass with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass fixing to frame as per

details etc. complete for window.

163 Providing and laying polished Kota stone slab flooring over 20mm 25.00 Sq.m. 976.72

(average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand)

or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with

grey cement slurry mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete. (A) 25mm thick

It. No. Description of Item Qty. Unit Rates in Total

164 Providing & laying precast RCC 100mm thick cement concrete 1:2:4 (1 2.00 Sq.m. 2704.78

cement : 2 coarse sand : 4 crushed stone aggregates 20mm nominal

size) cover of chamber including finishing with 10 mm thick cement

plaster in single coat in C.M. 1:3 (1 cement : 3 fine sand) floating coat of

neat cement slurry including cost of T.M.T. bar and cost of form work,

curing etc. complete.

165 Providing, laying and fixing 200 mm wide PVC water stop of approved 71.00 Rmt. 414.10

make and grade thickness in concrete work for water tight structures

like retaining walls of pound water body and underground water tank

including cleaning and placing in line level etc. complete as directed.

166 Providing & laying white glazed tiles 6mm thick in flooring treads of 49.00 Sq.m. 847.87

steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-

cement : 3-coarse sand) finishing with flush pointing in white cement.

167 Providing and laying white glazed tiles 6mm of approved standard 160.00 Sq.m. 946.50

quality in skirting, risers of steps and dedo on 10mm thick cement

plaster 1:3 (1-cement : 3 coarse sand) and jointed with white cement

168 Providing and laying controlled cement concrete M-250 and curing 8.00 Cum 6593.04

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in RCC Walls.

169 Providing and laying controlled cement concrete M-250 and curing 7.00 Cum 6245.22

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Slabs for Third floor.

170 Providing and laying controlled cement concrete M-250 and curing 10.00 Cum 5864.10

complete including the cost of form work but excluding cost of

reinforcement for reinforced concrete work in Beams for Third floor.

171 Providing & laying precast RCC 50mm thick cement concrete 1:2:4 (1 2.00 Sq.m. 958.49

cement : 2 coarse sand : 4 crushed stone aggregates 20mm nominal

size) cover of chamber including finishing with 10 mm thick cement

plaster in single coat in C.M. 1:3 (1 cement : 3 fine sand) floating coat of

neat cement slurry including cost of T.M.T. bar and cost of form work,

curing etc. complete.

Penax Aluminium Acoustic Panel

172 Providing and fixing acoustical wall panelling with using ecotone or 340.00 Smt 7575.00

equivalent approved make Curve panex alluminum acoustic panle

useing with ultra metal frame work to be fixed on wall at every 600mm

horizontaly and 600 mm verticaly fixed with the help of Metal cleat by

useing IC-91 which is screw fixed directly to the wall and fixing CS 55 on

IC91 with help of clip/Screw and where ever required and using Knauf

make insulation glass wool with black felt between framing and panel

with technical specification of 48 Kg/m3 and 50MM thick on above

CS55 fixing MS specially design carrier bracket and fixing ecotone

Panex alluminum Acoustic Panel L-20 of size 30 x 12 x 5 mm make up

to 2440mm high as per the following specification :-T he panel should

be alluminium wooden finished powder coated finishing L-30-5mm

@30mm, 30 x 12 x 2440 mm mile grade alluminium base material

alluminium special design acoustic panle with clip in system, 5 mm slot

perforation @ 300 mm centre, slates perforations and fixing with the

special metal carrier The acoustic should be furnished with a Black

absorbent felt backing with an airflow resistance of 330-460 Ns/m³ (DIN

53887) NRC : should be Up to 0.90,should meet the safety

requirements of EN 14190. The colour of panel Teak / Maple /

Mahoghani / Beach or as approved by Architect and as specified

including all accessories, material & labour complete as directed by

Architect / Engineer – in – charge. (Make:- Ecotone/ Off / Sound Easy)

Clara Acoustic Wall Paneling

It. No. Description of Item Qty. Unit Rates in Total

173 Providing and fixing acoustical wall paneling with using ecotone or 802.00 Smt 3700.64

equivalent approved make ultra metal frame work to be fixed on wall at

every 600mm horizontally and 1200 mm vertically fixed with the help of

Metal cleat by using IC-91 which is screw fixed directly to the wall and

fixing CS 55 on IC91 with help of clip/Screw and where ever required

and using Knauf make insulation glass wool between framing and panel

with technical specification of 48 Kg/m3 and 50mm thick on above

CS55 fixing SONIDO acoustic board of size 1200 x 600 x 15mm fix on

CS55 and then fixing 6 mm thick ply wood of size 50mm than fixing vinyl

grippers of ecotone make EG 15 Griper system using Tracks (Perimeter

Track, Half wrap, mid seam whatever is required) . Vinyl grippers must

have base tapes for better grip. Fixed in between Vinyl grippers and

sonido board pasting ecotone synco PF of 10 x 10mm thick on the

acoustical panel by using adhesive as per specifications of

manufacturer. Fabric Stretching Supplying and laying FR grade fabric

stretch Clara Fabric shade vide catalogue Name Brass / Atom is then

cut into required size and shape and stretched, inserted inside the

gripper by using tools recommended by manufacturer by Architect and

as specified including all accessories, material & labour complete as

directed by Architect / Engineer – in – charge

Primo Auditorium False ceilng

174 Providing and fixing fiber acoustic false ceiling of size 595 x 595 x 1548.00 Smt 1774.57

20mm thick is made fine micro glass fibre as per the below mentioned

specifications. Colour: Plain White, Black, Core: Soft fiber, suspended

ceiling system which includes silhout main-T of size 38 x 15 x 0.35mm

at every 1200 c/c and cross T of size 38 x 15 x 0.35mm are fixed to

Main T at 1200/600 mm c/c. Wall angle of size 22 x 22 x 0.40mm then

fixed along the perimeter of wall with the suitable fasteners. The

suspension is done with all accessories like Soffit cleat, levelling clips &

wire rods as per dwgs. T-Grid System. Characteristics: 0.9 NRC

broadband sound absorption, highest for modular ceilings. White

surface finish with fine monoilthic texture for high light reflectance, less

lighting requirements. Black surface for full light absorption. At 1.5-

3kgs/m2, does not contribute significantly to structural load of building

including all accessories, material & labor complete as directed by

Architect / Engineer.

LOOP PILE CARPETS

175 Supply and fixing Unitex /shepherd make Loope Pile Carpet of Pile 1393.00 Smt 1439.25

Fiber: 100% Bcf Polypropliene Yarn Construction & Type: Solution

Dyed Bulk Continuous Filament Machin Gauge & Stich Rate: 2.54mm

(1/10”) 39.4 Rows/100mm, 48/10 cms. Construction: Loop Pile High

Low Scroll Graphic. Density Factor : 189,600 Tufts/Sq.Mts Tufted Pile

Weight & Hight: 650 Gm/Sq.Mt, 6mm (5 %+/-) Backing : Primary:

Woven Polyproplene, Secondery: Action Back Moth Proffing: Naturally

Resistat Bond Strength: 30 Newton Tuff Withdrawal Strength:

Newton Flammability: (Astm D 2859-96 & Cpsc-Ff-170) 8 Passes Static

Generation: Under 3 Kv Light Fastness: 5+ Usage Area : Commercial

Heavy Duty Like Auditiriom Office 7 Heavy Traffic Area with backing of

8mm thick armour fixing on the floor with using favicol SR 505 solution

and fixing the carpet above armour including all accessories, material &

labor complete as directed by Architect / Engineer – in – charge.

It. No. Description of Item Qty. Unit Rates in Total

176 Providing & fixing of teakwood door frame of section 150 x 65mm along 72.00 Smt 13635.00

with fire and smoke in tumescent seal strip of size 12mm x 4mm for

minutes fire rated and rw 35db acoustic door with minimum thickness of

93mm having infill of 50mm thick Knauf make glass wool of 48 kg/m3

density sandwiched by two 12mm thick magnesium board (edge to

edge on internal hardwood frame)and cladded with 6mm thick

commercial ply facing and 3mm sheet rubber interlayer And finished

with 1mm thick laminate as per designer and 25mm thick teakwood

frame around the door panel as shown in the drawing. The board shall

be resistant to vermin, mold growth, minor impact, abrasion and short

term water attack and shall be in color as approved by the designer, the

door shall have acoustic seal in door rebates and drop dead seal at the

bottom of the door, the sound reducing doors also include door closer,

door coordinator, panic bar with outside key and handle etc.

AUDIOTORIUM COZY CHAIR

177 Supply and fixing of COZY /CVG/Vijay Jyot Auditorium chair Seating 900.00 No. 7538.64

Arrangements stands made out of 3mm steel sheet fitted to 3” x 1”

cross section rectangular steel pipe. The bottom leg of 5mm thick steel

flat. The seat and the back cushions to be covered by Foam bonding

upholstery cover as per the sample approved by your good self. Back of

the back and seat to be fitted with ABS plastic shell. The seat and the

back frames made out of high pressure steam pressed plywood. The

seat ply of 17” x 17” x 18mm and back ply of multi bend 26” x 17” x

12mm. The seat and the back cushions of Polyurethane flexible foam

injection moulded cushions. Seat 4 ½” x 3 ½” x 17” x 18 ½” and back

26” x 17” x 2 ½” x 3” bucket type as per the samples. The cushions to

be upholstered with foam laminated fabric in any colour as per your

approval. Seat and the back of the chairs to be fitted to the stands with

the tip-up and the back-push mechanism. The handles of the chairs

made of PPCP injection moulding with cup holders/P U Handles. The

entire chair to powder coated. The chairs to be installed on the flooring

of the auditorium provided by you in ready to fix condition. The chair

width from centre to centre is 21”including all accessories, material &

labor complete as directed by Architect / Engineer – in – charge.Seats

Description:-i. Push back chairii. Auto Tip-up cushioniii. Sliding

mechanism – Proprietary item as per CVG design. Design is subject to

change for continual improvement.iv. Arm-rest to Arm-rest (center dist.):

22’’to 24’’ (inches)v. PPCP-injection molded Housing for Cushion &

vi. All sheet metal parts with powder coated / or zinc passivatedvii. Seat

numbering on cushion on tip-up portion as per arch.design.viii. Row

numbering for seats along the aisles ix. Provision for lights on sides for

seats along the aisles.Fabric :-i. Approved from our existing range of

fabric. ii. 3mm lamination on fabriciii. FR grade material confirms to

FMVSS 302.For horizontal test only

Frame :-Back and Bottom frame of ERW Tube / IS :3074 2005

Cushion Frame - ERW Tube / IS :3074 1976 GRADE 19 dia 1.2mm

thick, SIZE – 407 x 486 With S Spring 2.9mm to give cushioning effect

350mm long2 Back Rest - ERW Tube / IS :3074 1976 GRADE 22 dia

1.6 mm thick, with S Spring 2.9mm to give cushioning effect 390mm

Polyurethane Foams:-i. Density: 50 + 5 Kg/M3 / JIS K 6401ii. Constant

Compression Set: (Max. 13%) JIS K 6401.iii. FR grade material

confirms to FMVSS 302. For horizontal test only

It. No. Description of Item Qty. Unit Rates in Total

Spring :- i. For Auto Tip-up - Torsion Spring/ Spring steel IS :

1981 GRADE 3 (part i) ii. For Push Back mechanism - Coil Spring /

Spring Steel IS : 4454 1981 GRADE

Wing Components :-HRCA Sheet Metal / IS : 1079 1994 .a) Wing

frame b) 25 x 25 1.6mm Thick c) Side wing frame with wooden. With

upholstery.d) Slider Mechanism – Proprietary item as per arch. design.

Design is subject to change for continual improvement of the

Back & Cushion Housing:-PPCP IS: 10951 1984./ Injection

Molded/Thermoform PlasticBACK REST - IS:10951-1984 PP BLACK

3mm thick, SIZE – 434W x 755L Upper 41mm & bottom 83mm Rib

CUSHION - IS:10951, 'PP' COLOR : BLACK 3mm thick, SIZE – 434 to

Arm-rest :-Integral skin PU with water Fall Edges, PPCP Injection

Molded with Integral skin PU

Push Back Dimension:-Sliding mechanism Will have travel of max

30mm forward1- Roller and ball cage mechanism for sliding Size –

channel 33 x 210mm 2mm thick.

Seat Dimension:-Cushion Height – 460 +10 Back Rest Height –

+10After Push Back Dimension – 930 +10Normal Dimension – 770 +10

Stage Wood Frame Work

178 Providing and fixing Hard wood such as merandy wood scanting of 150 5.00 Cum 118795.19

x 75 and cross of 100 x 75 size in base frame work for two layes of

stage flooring. The Merandy wood shall be of approoved quality (kiln

seasoned upto 8 to 9 % moisture content & treated with chemical

treatment scanting shall be placed at require distance and rigidly fixed

position with cemented Merandy wooden gutties and M.S. screws at

600mm c/c. in each direction / member. The frame work shall be inter

connected in approved manner at the junctions including planning the

top and painting the wood work. with twocoats ofblack japan paint all

around etc. complete with necessary scaffolding the work shall have to

be carried out by Architect and as specified including all accessories,

material & labour complete as directed by Architect / Engineer – in –

STAGE WOOD PLANK FLOORING

179 Providing and fixing 150 x 37 mm (6" x 11/2" out of) secret T & G (as 8.00 Cum 118795.19

per detail given by consult scientific kiln drying to under 8 to 9%

moisture content, Merandy wood plank (free from knot, warp and bend

etc.) as per drawing and insturctions stated below etc. by Architect and

as specified including all accessories, material & labor complete as

directed by Architect / Engineer.(a) Complete lot of Indian Teak plank

shall have scientific kiln drying up to 8 to 9% moisutre content, teak

plank (free from knot, warp and bend etc) as per Architect and as

specified including all accessories, material & labor complete as

directed by Architect / Engineer.(b) Anit termite treatment to interanl

wood surface of plank bu Aldrex or equivalent complete with

scaffolding,leveling, sanding etc.as per Architect and as specified

including all accessories, material & labour complete as directed by

It. No. Description of Item Qty. Unit Rates in Total

180 Providing and fixing EXTRA 250mm thick layer of washed river sand 50.00 Cmt. 16089.30

free from dirt, inspect in between wooden frame complete by Architect

including all accessories, material & labor complete as directed by

Architect / Engineer – in – charge.

Stage Wooden Flooring

181 Providing and laying 15 mm thick engineering Stage wooden flooring 217.00 Smt. 6840.73

shapherd / unitex make laminated wooden flooring on top of foam layer

over a base of wooden plank flooring including all accessories, material

& labor complete as directed by Architect / Engineer – in – charge.

182 Providing & supplying including stitching ecotone or equivalent make 1.00 Nos. 750523.93

decorative main curtain, vertically up down slider in art silk, velvet fabric

of approved shade and quality. The curtain shall have 100% gathering

cloth complete with bottom silk thread lace and same colour grout up to

room height. The curtain shall be with vertical sliding arrangement

complete with fixing rails, brackets, sliding arrangement & motorized

operation complete with runners, master runners, pullies, 6mm to 8 mm

steel wire rope, 1.5 HP three face motor. Air breaker contractors , micro

switches for auto stop, push button remote control for forward, reverse

and stop positions. The curtain should be vertically up down with

maximum gathering position. Hamming and bottom finishing at site etc.

complete as directed by E.I.C./Architect of the project.Providing & fixing

35 mm dia road for curtain control equipment with necessary M.S. flat

support from ceiling with scaffolding, leveling, necessary M.S. bracket

including all accessories, material & labour complete as directed by

Architect / Engineer – in – charge.

183 Providing & Supplying including stiching decorative main curtain in 1.00 Nos. 553710.28

glazed cotton fabric of approved shade and quality. The curtain shall

have 50% gathering cloth complete with botton silk thread lace and

same colour grout up to room height. The curtain shall be with

horizontal sliding arrangement complete with fixing rails, brackets,

sliding arrangement & motorised operation complete with runners,

master runners, pullies, 6mm to 8mm steel wire rope, 1HP motor

(crompton) 2nos. Air breaker contractors (L&T/SIEMENS) 2nos. micro

switchs for auto stop, 3nos. push buttons for forward, reverse and stop

positions. The curtain should be draped to half area when in closed

position. Minimum overlap at center should be 900mm. Hamming and

bottom finishing at site etc.

It. No. Description of Item Qty. Unit Rates in Total

184 Providing & Supplying including stiching decorative main curtain in 1.00 Nos. 573446.69

glazed cotton fabric of approved shade and quality. The curtain shall

have 100% gathering cloth complete with botton silk thread lace and

same colour grout up to room height. The curtain shall be with

horizontal sliding arrangement complete with fixing rails, brackets,

sliding arrangement & motorised operation complete with runners,

master runners, pullies, 6mm to 8mm steel wire rope, 1.5 HP motor

(crompton) 2nos. Air breaker contractors (L&T/SIEMENS) 2 nos. micro

switchs for auto stop, 3nos. push buttons for forward, reverse and stop

positions. The curtain should be draped to half area when in closed

position. Minimum overlap at center should be 900mm. Hamming and

bottom finishing at site etc. (a) Providing & Supplying including stiching

decorative main curtain in glazed cotton fabric of approved shade and

quality. The curtain shall have 50% gathering cloth including bottom silk

fringe of same colour or as approved with brass hook suspension etc.

complete as directed by E.I.C/Architect of the project. (b) Providing &

fixing 25mm thk. Hard wood platform for curtain control equipment with

necessary M.S. flat support from ceiling as per drawing shown by

manufacturer complete with scaffolding, levelling necessary M.S.

bracket with red oxide paint et. including all accessories, material &

labour complete as directed by Architect/ Engineer - in -

charge.OPNEING SIZE 22.51 x 9.25 m

CYCLORAMA CURTAIN

185 Providing & fixing cyclorama curtain cum screen in plastic perforated 105.00 Smt. 3043.13

material. The screen to be fixed on tubular frame made out of 35mm dia

MS pipe. Pipe shall be finished with red oxide paint and black color oil

paint, including all accessories, material & labour complete as directed

by Architect / Engineer - in - charge.

186 Providing & supplying including stitching Ecotone or equivalent 25.00 Rmt. 1164.53

decorative pelmet in Art silk velvet fabric of approved shade & quality.

The pelmet shall have 50% gathering cloth including bottom silk fringe

of same colour or as approved with brass hook suspension with Design

and writing as per your requirement etc. including all accessories,

material & labor complete as directed by Architect / Engineer – in –

charge. Height of Pelmet should be minimum 1.5mt.

187 Providing & fixing wings (sliding partition) made out of black/blue glazed 269.00 Sq.mt. 3776.39

cotton cloth {FR) with fixed of MS 50mm x 25mm x 16G ms pipe

welded frame work. The pipe framework made out of 25mm x 50 mm

pipe. c/c 900 x 900 fixed with overhead pivote track and bottom channel

etc. complete with duly painted on both frame work.Size : 3000mm x

9000mmCustomized

(b) Above frame shall be covered by blue/black FR colour glazed cotton

fabric by black nailing.(C) Top member have sliding fitting in aluminium

channel & bearing wheel or in M.S channel etc. including all

accessories, material & labor complete as directed by Architect /

Engineer – in – charge.

188 Providing & fixing proscenium made out of MS 50mm x 50mmx 16G ms 65.00 Sq.mt. 3776.39

pipe wielded frame work. The pipe framework made out of 50mm x

mm pipe. c/c 600 x 1200 fixed with overhead track and fixing 12 MM

ply/15 MM duraline board both side complete with duly painted on both

framework.Customized including all accessories, material & labor

complete as directed by Architect / Engineer – in – charge.

It. No. Description of Item Qty. Unit Rates in Total

189 Providing & supplying including stitching glazed cotton colour fabric 103.00 Sq.mt. 1576.61

drop (frill) above the stage. The drop shall have 50% gathering cloth the

curtain is to be suspended from G.I. Pipe with string and hooks etc. (a)

Providing / Supplying / Fixing 'B' Class 50mm dia. Gi Pipe for

curtain/frills, suspension as per drawing shown complete with bend

coupling, socket, nut bolt scaffolding if require weldung with one coat of

red oxide with nails etc. at site including all accessories, material &

labour complete as directed by Architect / Engineer - in - charge.

MIRROR PANELING (GREEN ROOM)

190 Providing and Fixing Mirror with surrounding Box for Fixing of Bulb in 5.00 No 36865.00

VIP, Ledis and Gents Green Room Box made from 18MM thk Water

proof Plywood on Wall for approved quality of Mirror, all around box for

lighting made with 18MM thk Water Proof Plywood finished with

Laminate and open edge cover with bedding/moulding patti and finished

with polish. Size Of 1.50 mt x 2.44 mt

191 Providing and fixing Table with 18mm plywood size of Table 1.50 x 8.00 Rmt 20593.90

0.600 m in VIP, Ladies and Gents Green Room. Making of Table with

Drawers on each Table with using 20 inch channels on drawers with two

supporting sides as per drawing, Inside and outside covered with

laminate as per design approvel and open edge cover with bedding /

moulding patti and finished with polish with labour and all.

192 Table 750 x 750 x 1000 mm the scope includes supply and erection 1.00 No. 16665.00

/installation of the item on site the table area of 19 mm thick BWP

plywood. The top surface is finished with high pressure laminate of

mm thick the edges of all surfaces with teak wood beading the

thickness of top and legs with 40mm ,1no keyboard tray with powder

coated) modesty Pamel :1 mm thick laminate on 19 mm thick BWP

Plywood. The rate including labour, All small Attachment and necessary

item required to complete the job as per Instruction of Engineer in

Revolving Chair

193 Providing and supplying medium back chair as per selection. This item 20.00 No. 5302.50

to the satisfaction of the engineer-in-charge and consultant. Complete

as per instruction as directed by site in-charge or architect.

194 Providing & constructing two seater sofa made up of salwood 10.00 No. 15150.00

framework upholstered with 32 density MM foam, covered with thin

sponge and muslin cloth and furnished in composite leather of

approved shade as per drawing & approvals.

195 Providing and installing Elite Series Fabric Roller Blind with control unit 12.00 Smt 1951.32

complete with all hardwares. The Fabric will allow no passage of light

and comes with PU coating which has control over light. The Fabric is

made of 100% polyester woven fabric. The thickness is 0.4 mm and

openness factor is 0% light transmission. Weight of the fabric is

grams/ sq. mtr with tolerance of 10%. The density of the fabric is 72/in x

30 /in. The fabric comes in variety of shades and to be finalized as per

instruction of Architect in charge.

196 Providing and fixing SGGU logo on SS etching plate as per following 1752.00 Sq. 46.46

specifications. SS matt finish 304 grade 1 mm thk plate. All sign will inch

have text in English and color of text as approved by Architect/Client.

Size 1200mm dia.

197 Providing and fixing Film on Glass as per requirement. 220.00 Sq.mt. 1181.70

198 Providing & fixing 12mm Clear Toughened Glass including fitting with 35.00 Sq.mt. 7142.72

Hole and Fixing with SS Studs in SS Railing.

It. No. Description of Item Qty. Unit Rates in Total

199 S.S. MuralProviding and Marking MURAL made out of 2mm thick S.S. 50.00 Sq.mt. 14723.78

plate grade 304, including making necessary design as per Architect

dwg. Through laser cutting including connection to the R.C.C. /

Masonary with necessary frame, anchor fastnuts, M.S. Plate etc.

complete at any floor any height.

200 Providing and fixing Signages made from S.S. 304 in 1 mm thick SS 6000.00 Sq. 46.46

plate with etching as per design and filling the black or any color as per inch

requirement of architects with any size with fitting and Including all

accessories, material & labour complete as directed by Architect /

Engineer – in – charge.

201 Providing and fixing clay material and stone powder on column cladding 125.00 Sq.mt. 9595.00

with 5 mm to 10 mm thick clay sheet of size 600 x 1200 with round

shape cladding with using require PU, Cement, Polymer based

adhesives with all accessories, material & labour complete as directed

by Architect / Engineer – in – charge

A Fire Pump Room Acce. (Positive Suction).

202 Supplying, Installation, Testing and commissioning of electric driven 2.00 No. 494549.53

main fire pump suitable for automatic operation and consisting of

following: Horizontal type, centrifugal End Suction pump of cast iron

body & bronze impeller, mechanical seal to ensure a minimum pressure

of 3.5 kg / sq.cm. at highest and farthest outlet at specified flow of

137m3/Hour@70M. head conforming to IS 1520. The pump shall be

coupled to TEFC motor of suitable HP & speed and complete set shall

mounted on common base frame with, coupling, coupling guard,

foundation bolts etc. as required. (Hydrant & Sprinkler System)

203 Supplying, Installation, Testing and commissioning of Diesel Engine 1.00 No. 710789.52

driven fire pump suitable for automatic operation and consisting of

following: Horizontal type, centrifugal End Suction pump of cast iron

body & bronze impeller, mechanical seal to ensure a minimum pressure

of 3.5 kg / sq.cm. at highest and farthest outlet at specified flow of

137m3/Hour@70M head conforming to IS 1520.The pump shall be

coupled to TEFC motor of suitable HP & speed and complete set shall

mounted on common base frame with coupling, coupling guard,

foundation bolts etc. as required

204 Supplying, Installation, Testing and commissioning of Jockey Pump 1.00 No. 119492.09

10.8 M3/hour @70M. Horizontal Centrifugal End Suction. The pump

shall be coupled to TEFC motor of suitable HP & speed and complete

set shall mounted on common base frame with coupling, coupling

guard, foundation bolts etc. as required.

205 Supplying, Installation, Testing and commissioning of cubical type floor 1.00 No. 300333.60

mounted power cum control panel complete with suitable switch gear,

bus bars, relays, contractors, indicating lamps, fuses, instruments

manual isolator & auxillary switch including connections complete as

206 Providing, fixing, testing and commissioning below Cable for Fire

Pumps (Only from Panel to Pumps)

206.1 3 C x 35 Sqmm Alluminium Armoured 60.00 Mtr 523.18

206.2 3 C x 16 Sqmm Alluminium Armoured 30.00 Mtr 293.91

206.3 2 C x 1.5 Sqmm Copper Armoured. 150.00 Mtr 185.84

206.4 Cable Tray 300 x 50 mm. 20.00 Mtr 1000.91

206.5 Cable Tray 150 x 50 mm. 25.00 Mtr 834.26

It. No. Description of Item Qty. Unit Rates in Total

207 Providing, fixing, testing and commissioning of Pressure Gauge with 6.00 No. 3170.39

cock & accessories for pumps. The pressure gauge shall be approved

type. The gauges with cock shall be constructed of die cast aluminium &

stove enameled. The gauge shall be of stainless steel bourden type.

208 Providing, fixing, testing and commissioning of Pressure switches of 4.00 No. 2836.08

diaphram operated SPDT type whether IP66 suitable range (15 kg/cm²

to 5 kg/cm²) for pump sets with Ball valves, fittings like unions / collars /

209 Providing, fixing, testing and commissioning Air vessel fabricated from 2.00 No. 62569.50

10mm MS plate with dished ends,dia of 350 mm and height 1500 mm

with suitable supporting legs, outside painted with one coat of primer

and two coats of synthetic enamel paint of approved shade, complete

with one 25mm dia connection from pump delivery, one 25 mm drain

with valve.The air vessel shall be tested to 1.5 times of working

pressure. Complete as per technical specification & drawing details.

210 Providing, fixing, testing & commissioning of C.I. Butterfly valve

conforming to IS:13095 class PN 16 rating with fittings, Flanges,

Nutbolts, Washers, Gaskets etc.of size:

210.6 25mm dia. Ball Valve. 4.00 No. 1322.09

210.7 15mm dia. Ball Valve. 10.00 No. 693.87

211 Providing, fixing, testing and commissioning of C.I. Dual plate type Non-

Return Valve class PN 16 rating with fittings, flanges, nutbolts, washers,

gaskets etc.of sizes:

212 Providing, fixing, testing and commissioning of Above Ground GI C

Class Heavyduty pipes as per IS: 1239 (upto 150 mm dia.) and IS:

(upto 200 mm dia. And above) including cutting, screwing, welding etc.

and providing all fittings like flanges, bends, tees, elbows, reducers,

clamps, hangers etc. with painting of one coat of primer and 2 or more

coats of synthetic enamel paint of approved make / shade complete as

per specification.

213 Providing and fixing, testing and commissioning of "Y" Type Strainer.

B Fire Hydrant System & Acce.

It. No. Description of Item Qty. Unit Rates in Total

214 Providing, fixing, testing and commissioning of Above Ground GI C

Class Heavyduty pipes as per IS: 1239 (upto 150 mm dia.) and IS:

(upto 200 mm dia. And above) including cutting, screwing, welding etc.

and providing all fittings like flanges, bends, tees, elbows, reducers,

clamps, hangers etc. with painting of one coat of primer and 2 or more

coats of synthetic enamel paint of approved make / shade complete as

per specification.

215 Providing, fixing, testing and commissioning of Under Ground GI C

Class Heavyduty pipes as per IS: 1239 (upto 150 mm dia.) and IS:

(upto 200 mm dia. And above) with IWL/pypecoat, 4mm thickness

wrapping and coating and providing all fittings like flanges, tees, elbow,

fasteners with all required.

216 Providing, fixing, testing & commissioning of C.I.Butterfly valve

conforming to I.S:13095 class PN 16 rating with Fittings, Flanges,

Nutbolts, Washers, Gaskets etc.of size:

217 Providing, fixing, testing and commissioning of C.I. Dual plate type Non-

Return Valve class PN 16 rating with fittings, flanges, nutbolts, washers,

gaskets etc. of sizes :

218 Fire Fighting Equipement

218.1 Providing, fixing, testing and commissioning of SS Single Headed 16.00 Nos. 6590.25

Oblique Pattern Hydrant Landing Valves as per IS: 5290 with 80 mm

dia. flanged inlet & 63 mm dia female outlet complete with cap and

218.2 Providing, fixing, testing and commissioning of SS Branch Pipe with 14.00 Nos. 2252.30

nozzle of 20 mm nominal bore outlet suitable to fit with standard

instanteneous type 63 mm dia coupling. As per IS:903.

218.3 Providing, fixing, testing and commissioning of 63 mm dia 15m long 28.00 Nos. 4838.91

RRL Hose Pipe with 63 mm dia.Type A Male and female Stainless Steel

couplings duly binded with GI wire, rivets etc. conforming to IS 636 as

218.4 Providing, fixing, testing and commissioning of weather proof standard 14.00 Nos. 5172.21

fire Hose Cabinet wall mounting type 18 Guage. (750 x 600 x 250)

having Double Opening with M.S. fabricated stand, necessary locking

arrangement by allan key.

218.5 Providing, fixing, testing and commissioning of Wall mounting swing 8.00 Nos. 7508.34

type first aid Fire Hose Reel with drum, hanging bracket, 36 M x 25 mm

dia high pressure hose reel tubing as per IS:884 with shut nozzle and

ball valve and all required accessories.

218.6 Providing, fixing, testing and commissioning of 25 mm dia. Air Release 4.00 Nos. 2586.61

Valve and Ball Valve assembly on top of each riser for Air release

218.7 Providing, fixing, testing and commissioning of CI Four way Fire Brigade 2.00 No. 20523.20

Inlet as per IS: 904 having 63 mm dia inlet with 150 mm dia. Butterfly

valve blank cap and chain with necessary fittings, flanges, nutbolts etc.

It. No. Description of Item Qty. Unit Rates in Total

218.8 Providing, fixing, testing and commissioning of CI Two way Fire Brigade 1.00 No. 5506.52

Inlet as per IS: 904 having 63 mm dia inlet with blank cap and chain

with 100 mm dia Butterfly valve necessary fittings, flanges, nutbolts,

gasket and all required accessories.

C Automatic Fire Sprinkler System.

219 Providing, fixing, testing and commissioning of Above Ground GI C

Class Heavyduty pipes as per IS: 1239 (upto 150 mm dia.) and IS:

(upto 200 mm dia. And above) including cutting, screwing, welding etc.

and providing all fittings like flanges, bends, tees, elbows, reducers,

clamps, hangers etc. with painting of one coat of primer and 2 or more

coats of synthetic enamel paint of approved make / shade complete as

per specification.

220 Providing, fixing, testing and commissioning of Under Ground GI C

Class Heavyduty pipes as per IS: 1239 (upto 150 mm dia.) and IS:

(upto 200 mm dia. and above) with IWL/pypecoat, 4mm thickness

wrapping and coating and providing all fittings like flanges, tees, elbow,

fasteners with all required.

221 Providing, fixing, testing & commissioning of C.I.Butterfly valve

conforming to IS:13095 class PN 16 rating with Fittings, Flanges,

Nutbolts, Washers, Gaskets etc.of size:

222 Sprinkler System Equipements.

222.1 Providing, fixing, testing and commissioning of Sprinkler Alarm valve of 1.00 No. 55895.42

cast iron body and brass/bronze working parts comprising of water

motor alarm, bronze seat clapper, and clapper arm, hydraulically driven

mechanical gong bell to sound continuous alarm when the sprinkler

system activates, pressure guages, emergancy releases, strainer,

pressure switch, cock valve complete with drain valve and bypass, test

control box, ball valves, flanges, gasket etc. of size 150 mm dia.

222.2 Providing and fixing, testing and commissioning of K 5.6 Pendent type 335.00 No. 404.00

standard response Sprinkler rating of 68 deg.C. with required

222.3 Providing, fixing, testing and commissioning K 5.6 Upright Sprinkler 335.00 No. 434.30

standard response rating of 68 deg.C. with required accessories.

222.4 Providing, fixing, testing and commissioning of SS Flexible drops 335.00 No. 1167.56

1200mm Long. Unbraided, Maximumm Service pressure 175 PSI,

Sprinkler Flexible Drop system is a ready to use assembly to fit sprinkler

heads in desired location in a suspended ceiling. It easily positions the

sprinkler in center of the ceiling tile at a correct height.

222.5 Providing, fixing, testing and commissioning of Flow Indicating Switch 2.00 No. 5005.56

with fittings, Flanges, nut-bolts, washers etc. as per requirement of

It. No. Description of Item Qty. Unit Rates in Total

222.6 Providing, fixing, testing and commissioning of Annunciator panel for 1.00 No. 24149.10

flow control switch, providing Audio/Visual indicating of actuation of

automatic sprinkler system for each zone complete as per specifications

with provision for 6 zones 'Indication of zone fire, 'Indication of zone

fault, 'Fire/Fault hooter, 'Alarm cancel for fire/fault, battery for

222.7 Supplying, Installation, Testing and commissioning of 2 C x 1.5 Sq.mm 250.00 Meter 185.84

Copper Armoured for Flow Switch Cabling from Announciation panel to

222.8 Providing and fixing, testing and commissioning of draining & Testing 2.00 Nos. 5839.82

Assembly 25mm dia. with by pass valve, drain connection & Sight glass

223 Fire Extinguishers

223.1 Providing & fixing of ABC 6 Kg Fire Extinguisher Mono Ammonium 16.00 Nos. 2418.95

Phosphate Powder 50, Stored Pressure Type, Pressure Gauge,

Controllable discharge mechanism Class A Rating 3A & Class B rating

223.2 Providing and fixing, testing and commissioning of CO2 type Fire 16.00 Nos. 6006.47

Extinguisher of capacity 4.5 kg filled with Co2 Gas as per IS 15222 with

control discharge mechanism, fitted with Hose & Horn applicable on

Class B fire rating 21B confirms to IS 15683 bearing ISI mark. Co2

cylinder as per IS

223.3 Providing and fixing, testing and commissioning of Higher capacity 1.00 Nos. 26818.53

Trolley mounted ABC Dry Chemical; Powder type (MAP - 90%) Fire

Extinguisher of capacity 25 kg. confirms to IS 10658, bearing ISI mark,

(Outside Co2 Cylinder 1 Kgs. Cap)

223.4 Providing and fixing, testing and commissioning of CO2 type Fire 1.00 Nos. 29349.59

Extinguisher of capacity 22.5 kg filled with Co2 Gas as per IS

with control discharge mechanism fitted with Hose, Horn & TROLLEY

confirms to IS 2878 bearing ISI mark. Co2 Cylinder as per IS

223.5 Providing and fixing, testing and commissioning of Higher capacity 1.00 Nos. 15915.58

Trolley mounted Mechanical Foam type Fire Extinguisher of Capacity

45 liter confirms to IS 13386, bearing ISI mark,

224 Providing, fixing, testing and commissioning of below Auto Glow

224.2 Fire Hydrant 4” x 12” 14.00 Nos. 404.00

224.3 Fire Extinguisher 8" x 8" 16.00 Nos. 511.06

224.4 Fire Pump Room 12" x 6" 1.00 Nos. 563.58

224.6 In Case of Fire Do Not Use Lift. 12" x 6" 2.00 Nos. 563.58

225 Supply, Installaton of Structure Steel support. 1200.00 Kg. 141.40

226 APPROVAL FIRE SYSTEM FROM LOCAL FIRE AUTHORITYGetting 1.00 Job 178770.00

of Fire Fighting System Approval from local fire authority with all other

charges and documentations for getting No Objection Certificate.

It. No. Description of Item Qty. Unit Rates in Total

227 Fire rated steel doors with steel frames as per BS:476 (20&22), IS 3614 30.00 Sq.mt 21690.76

(Part-2) for stability and integrity. pressed Galvanized steel conforming

to IS 277 with the following specification. recommended fire door shell

have doors tested at CBRI for maximum rating of 120 Minutes. Door

frame shall be Single rebate profile of size 105 x 57 mm made out of

1.60mm (16 gauge) minimum thick galvanized steel sheet. Frames shall

be mitered and field assembled with self-tabs. All provision should be

mortised, drilled and tapped for receiving appropriate hardware. Rubber

door silencers should be provided on the striking jamb. Frames should

be provided with back plate bracket and anchor fasteners for installation

on a finished plastered masonry wall opening. Once frame installed

should be grouted with cement & sand slurry necessary for fire doors on

the clear masonry opening.Door leaf shall be 46mm thick fully flush

double skin door. Door leaf shall be manufactured from 1.2mm (18

guage) minimum thick galvanized steel sheet.

The internal construction of the door should be rigid reinforcement pads

for receiving appropriate hardware. The infill material shall be resin

bonded honeycomb core. All doors shall be factory prepped for

receiving appropriate hardware and provided with necessary

reinforcement for hinges, locks and door closers. The edges should be

interlocked with a bending radius of 1.4mm. For pair of doors astragals

has to be provided on the meeting stile for both active and inactive leaf.

Vision lite wherever applicable should be provided as per

manufacturer's recommendation with a beading and screws from inside.

The glass should be 6mm clear borosilicate fire rated glass of relevant

rating of the door. All doors and frames shall be finished with

polyurethane aliphatic grade paint of approved color. The door leaf and

frame shall have passed minimum 250 hours of salt spray test. Rate

should include supply and installation of door and hardware set as

mentioned in the door. Hardware Fittings Make :- Doorma, Geze,

228 Non Comprehensive Quarterly Maintenance service charge for Fire

Fighting System including servicing of fire fighting system with cleaning,

oiling and Greasing of fire fighting equipment's, give live demonstrations

and performing live mock drill once in a year of the system after

completion of DLP.(4 Visit In Year)Quarterly servicing and maintenance

will be done for Fire Fighting systems.a) To check & Maintain the Fire

Fighting System as per Installation done.b) Checking of Butterfly valve,

NRV, Ball valve for smooth operation. c) Checking of Fire Brigade

Inlet.d) Visually check of Sprinklers for Leakage.e) Fire Extinguisher to

be checked physically.f) Testing of Main Pump, Sprinkler Pump &

Jockey Pump, Fire Panel.g) Physical checking of each Fire fighting

equipment's. (Like Hydrant Valve, Hose Reel, Hose Box, Hose pipe and

Branch pipe etc.)h) Checking of Pump room in active working

condition.I) Refilling of Fire Extinguisher will be in contractor scope as

per client requirements.J) Including Charges for fire New / Renewal

NOC for Fire Fighting System.K) Videography, Photo graphy,

numburing & Pendrive etc. as per norms for New / Renewal NOC.

228.1 First Year 1.00 Job. 155073.10

228.2 Second Year 1.00 Job. 206764.13

228.3 Third Year 1.00 Job. 258455.16

228.4 Fourth Year 1.00 Job. 310146.19

228.5 Fifth Year 1.00 Job. 413528.26

It. No. Description of Item Qty. Unit Rates in Total

229 Clearing and grubbing road land including uprooting rank vegetation, 122774.00 Sq.m. 2.84

grass, bushes, shrubs, saplings and trees girth upto 300mm removal of

stumps of tress cut earlier and disposal of unserviceable materials. (A)

By Mechanical means in area of light jungle.

230 Box cutting the road surface to proper slope and camber for making a 24555.00 Cum 104.20

base of road work including removing the excavated stuff and

depositing on the road side slope as directed for all lead and lift.

231 Providing and laying compacted WBM 200 mm thickness of MCBT 8306.00 Cum 1556.41

Metal of size of 40mm to 63mm including spreading and using 25% filler

as sand spreading, watering and consolidation using power roller etc.

232 Earthwork for embankment including breaking clods, dressing with all 115756.00 Cum 169.44

lead and lift and including watering rolling and consolidation of subgrade

in layers at O.M.C. to required dry density including filling the

depression which occur during the process using power roller 8T to

10T. (E) From Borrow area within all lead and lift.

233 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 6421.00 Cum 2844.16

8 aggregate 40 mm nominal size) and curing complete excluding cost of

form work in foundation and plinth.

234 Providing and laying Trimix concrete of grade M-25 and finished 8108.00 Cum 5773.26

compaction and finishing of cement concrete road by tremix process,

providing extra labour charge for trimix (Vaccum dewatering service)

process on cement concrete road surface by using vaccum dewatering

pump floater surface vibrator including making groove 5mm width and

filling with polyvynile polymer and rough finish to surface as per

instruction including leveling etc. complete.

235 Providing and fixing precast concrete kerb stone of gray cement based 18349.00 Rmt. 361.64

concrete block 30cm length, 30cm height and 15cm thick of M-250

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 :

fine sand) etc complete.

236 Grassing with selection No.1 grass in rows 5 cm apart in both directions 41870.00 Sq.m. 292.90

including watering and maintenance of the lawn for 12 months or more

till the grass forms a thick lawn, free from weeds and fit for moving

including supplying farm clay up 300 mm thick, sludge, manure,

pesticides, extra earth, disposal of rubbish, trench excavation and all

labour with lead and lift etc. complete as directed by Engineer in charge.

237 Providing & planting of Deep rooted Tree plants required Digging of pits 23.00 No. 252.50

0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

and pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month name of plants as below etc completed as

directed by E.I.C / PMC. Champa Tree (6')

238 Providing & planting of Deep rooted Tree plants required Digging of pits 2.00 No. 378.75

0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

and pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month name of plants as below etc completed as

directed by E.I.C / PMC. Foxtail Palm (6')

239 Providing & planting of Deep rooted Tree plants required Digging of pits 64.00 No. 277.75

0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

and pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month name of plants as below etc completed as

directed by E.I.C / PMC. Garmalo Tree (6')

It. No. Description of Item Qty. Unit Rates in Total

240 Providing & planting of Deep rooted Tree plants required Digging of pits 223.00 No. 606.00

0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

and pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month name of plants as below etc. completed as

directed by E.I.C / PMC. Bottle palm (6')

241 Providing & planting of Deep rooted Tree plants required Digging of pits 33.00 No. 353.50

0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

and pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month name of plants as below etc. completed as

directed by E.I.C / PMC. Ashoka Tree (8')

242 Providing & planting of Deep rooted Tree plants required Digging of pits 97.00 No. 303.00

0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

and pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month name of plants as below etc. completed as

directed by E.I.C / PMC. Gulmohar Tree (8')

243 Providing & planting of Deep rooted Tree plants required Digging of pits 31.00 No. 303.00

0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

and pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month name of plants as below etc. completed as

directed by E.I.C / PMC. Kadam Tree (8')

244 Providing & planting of Deep rooted Tree plants required Digging of pits 53.00 No. 272.70

0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

and pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month name of plants as below etc. completed as

directed by E.I.C / PMC. Neem Tree (8')

245 Providing & planting of Deep rooted Tree plants required Digging of pits 111.00 No. 277.75

0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

and pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month name of plants as below etc. completed as

directed by E.I.C / PMC. Saptapani Tree (8')

246 Providing & planting of Deep rooted Tree plants required Digging of pits 35.00 No. 151.50

0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

and pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month name of plants as below etc. completed as

directed by E.I.C / PMC. Golden Bamboo Plam (8')

247 Providing & planting of Ornamental shrubs Digging of pits 0.6mt. x 1550.00 No. 75.75

0.6mt x 0.6mt, filling with good earth with mixing of cow dong and

pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month as below etc. completed as directed by

E.I.C/PMC. Umbrella Plam (4')

248 Providing & planting of Ornamental shrubs Digging of pits 0.6mt. x 43.00 No. 378.75

0.6mt x 0.6mt, filling with good earth with mixing of cow dong and

pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month as below etc. completed as directed by

E.I.C/PMC. Rafic Plant (4')

249 Providing & planting of Ornamental shrubs Digging of pits 0.6mt. x 131.00 No. 126.25

0.6mt x 0.6mt, filling with good earth with mixing of cow dong and

pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month as below etc. completed as directed by

E.I.C/PMC. Red Ixora Plant (4')

250 Providing & planting of Ornamental shrubs Digging of pits 0.6mt. x 162.00 No. 126.25

0.6mt x 0.6mt. filling with good earth with mixing of cow dong and

pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month as below etc. completed as directed by

E.I.C/PMC. White Ixora Plant (4')

It. No. Description of Item Qty. Unit Rates in Total

251 Providing & planting of Ornamental shrubs Digging of pits 0.6mt. x 162.00 No. 60.60

0.6mt x 0.6mt. filling with good earth with mixing of cow dong and

pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month as below etc. completed as directed by

E.I.C/PMC. Karan Plant (4')

252 Providing & planting of Ornamental shrubs Digging of pits 0.6mt. x 387.00 No. 12.12

0.6mt x 0.6mt. filling with good earth with mixing of cow dong and

pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month as below etc. completed as directed by

E.I.C/PMC. Canna Plant (4')

253 Providing & planting of Ornamental shrubs Digging of pits 0.6mt. x 75.00 No. 75.75

0.6mt x 0.6mt. filling with good earth with mixing of cow dong and

pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month as below etc. completed as directed by

E.I.C/PMC. Panama Rose Plant (4').

254 Providing & planting of Ornamental shrubs Digging of pits 0.6mt. x 133.00 No. 12.12

0.6mt x 0.6mt. filling with good earth with mixing of cow dong and

pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month as below etc. completed as directed by

E.I.C/PMC. Lily Plant (4').

255 Providing & planting of Ornamental shrubs Digging of pits 0.6mt. x 156.00 No. 151.50

0.6mt x 0.6mt. filling with good earth with mixing of cow dong and

pesticide, planting the following plant of 4' to 6' height stack it well,

maintain it for 3 month as below etc. completed as directed by

E.I.C/PMC. Song of India Plant (4').

256 Providing pesticides, dust as directed by architect & engineer in charge. 500.00 Kg. 161.60

257 Providing pesticides, liquid as directed by architect & engineer in 500.00 Litre 252.50

258 Providing and fixing 1.20mt height and 45 cm dia. round Tree guard by 3278.00 No. 1196.85

using 32mm x 32mm x 3mm size vertical MS angle and 50 x 50 mm

guage welded steel mesh framing on 32 x 3 mm MS flats and 200 x

mm MS name plate as per design including one coat of primer and two

coats of oil painting etc. complete

259 PLUMBING SYSTEM

Supply, installation, testing and commissioning of all pipes and pipe

accessories, traps, supply of supports and support fixing, chase cutting

and making good the surfaces, coving, core cutting, etc. required shall

be in the Scope of the Contractor.

260 Providing, Installing, tesitng and commissioning CPVC (Chlorinated

Poly Vinyl Chloride) water supply pipes (ASTM F 441) with pipe fittings

(ASTM D 1784)as per SDR 11 at working pressure of 400 PSI at

Deg. C & 100 PSI at 82 Deg.C. using solvent welded CPVC fitings I.e

Tees, Elbows, Couplers, Unions, Reducers, brushings etc. including

transition fittings connection between CPVC & metal pipe/G.I. i.e. Brass

Adaptors (Both male & Female threaded) (All termination points for

installation shall have brass termination fittings) conforming to ASTM D-

2846 with only CPVC solvent cement conforming to ASTM F-493 along

with C clamps with anchor fasteners / structural steel supports as

required / directed at site including cutting chase and making good the

same with cement concrete / cement mortar as per drawings,

specification and as directed by the Project Manager.

It. No. Description of Item Qty. Unit Rates in Total

261 Providing, Installing, testing and commissioning CPVC (Chlorinated

Poly Vinyl Chloride) water supply pipes (ASTM F 441) with pipe fittings

(ASTM D 1784) as per SDR 11 using solvent welded CPVC fittings i.e

Tees, Elbows, Couplers, Unions, Reducers, brushings etc. including

transition fittings connection between CPVC & metal pipe / G.I. i.e.

Brass Adaptors (Both male & Female threaded) (All termination points

for installation shall have brass termination fittings) conforming to ASTM

D-2846 with only CPVC solvent cement conforming to ASTM F-493

along with G.I slotted angle with U clamps and anchor fasteners /

structural steel supports with paint as required/directed at site including

cutting chase and making good the same with cement concrete/cement

mortar as per drawings, specification and as directed by the Project

Manager. (Downtake)

261.3 32mm dia 10.00 Metre 697.91

261.4 40mm dia 10.00 Metre 731.24

262 Providing, fixing, jointing and testing in position the following U-PVC

pressure threaded Pipes as per ASTM D 1785 Schedule 40 and

threaded conforming to IS:554. Cut to required lengths including all

necessary fittings and specials such as bends, tees, unions, reducers,

flanges and plugs etc. The pipes & fittings shall be tested to a pressure

of 15 Kg/Sq.cm. Fixing at wall/ ceiling level supported by clamps,

fastener, hangers etc. as per specification. Cutting hole in wall / floor

slab and making good the same with cement concrete 1:2:4 complete

as required. GI heavy class pipe sleeve of larger diameter shall be

provided wherever the pipes crossing the walls/floor slab and sealing

the sleeves as per consultants requirement. Threading, jointing &

making proper connections.

263 Providing, fixing, jointing and testing in position the following UPVC

pressure threaded Pipes as per ASTM D 1785 Schedule 80 and

threaded conforming to IS:554. Cut to required lengths including all

necessary fittings and specials such as bends, tees, unions, reducers,

flanges and plugs etc. The pipes & fittings shall be tested to a pressure

of 15 Kg/Sq.cm. Fixing at wall/ ceiling level supported by clamps,

fastener, hangers etc. as per specification. Cutting hole in wall / floor

slab and making good the same with cement concrete 1:2:4 complete

as required. GI heavy class pipe sleeve of larger diameter shall be

provided wherever the pipes crossing the walls/floor slab and sealing

the sleeves as per consultants requirement. Threading, jointing &

making proper connections.

264 Supply,Installing, tesitng and commissioning CPVC ball valve working

pressure of 10 kg/cm2 etc. including providing of connectors, flanges,

nuts, bolts, gaskets, etc as per drawings, specification and as directed

by the Project Manager.

It. No. Description of Item Qty. Unit Rates in Total

265 Supply, Installing, tesitng and commissioning concealed forged brass

lever operated ball valve of full flow with forged brass ball (Machined to

mirror smooth finish with hard chrome plated) and spindle with setting

and gland of superior quality having minimum working pressure of

kg/cm2 etc. including providing of connectors, flanges, nuts, bolts,

gaskets, etc as per drawings, specification and as directed by the

Project Manager.

266 Supply, Installing, testing and commissioning C.I butterfly valve, wafer

end type class PN 1.6 as per I.S:13095 or BS:5155, including providing

of necessary flanges, nuts, bolts, gaskets etc., complete (including cost

of flanges) as per drawings, specification and as directed by the Project

266.1 50mm nominal bore 12.00 Nos 2159.38

266.2 65mm nominal bore 10.00 Nos 2865.37

266.3 100mm nominal bore 15.00 Nos 3982.86

Note: Supply, installation, testing and commissioning of all Pipes and pipe

accessories, traps, supply of supports and support fixing, chase cutting

and making good the surfaces, coving, core cutting, etc. required shall

be in the Scope of the Contractor. All consumables other than materials

supplied by manufacturer required for fixing the china ware, sanitary

ware and CP fittings and fixtures shall be provided by the Contractor to

make the item fully operationable.

267 Providing, fixing, testing and commissioning ISI Marked UPVC SWR

grade soil, waste and vent pipes Type 'B' 6 kg/sq cm conforming to IS:

13592 including all SWR moulded fittings conforming to IS: 14735 i.e.

bends (plain/door), junctions, cowls, offsets, Y (plain/door), tees

(plain/door), clean out plut, etc., with G.I slotted angle with U clamps

and anchor fasteners at 1m interval. Ring fit jointing including cutting

holes in walls and floors, wherever required and making them good,

complete as directed by the Project Manager. The scope shall also

include fixing waste pipes to the floor with concrete 1:2:4 bedding for full

length and wall/ceiling with necessary clamps, supports, connections,

protecting fittings and pipes till the final handing over etc, for all leads,

depth and heights as per drawings, specification and as directed by the

Project Manager. (internal )

267.1 80mm outer dia. 10.00 Mtr. 545.40

267.2 110mm outer dia. 10.00 Mtr. 816.08

268 Providing, Installation, testing and commissioning of UPVC pipes of

kg./cm2 Type B Self fit conforming to IS: 13592 including all fittings

conforming to IS: 14735 with access i.e. bends, junctions, cowls,

offsets, Y (plain/door), tees (plain/door), fixing with G.I slotted angle

with U clamps and anchor fasteners etc., including excavation, refilling

and disposal of surplus earth, including cutting holes in walls and

floors ,wherever required and making good the same, complete as

directed by the Project Manager. The scope shall also include fixing for

full length in shaft/ceiling with necessary clamps, supports,

connections, protecting fittings and pipes till the final handing over etc,

as per drawings, specifications and as directed by the Project Manager

for all leads, depth and heights

268.1 50mm outer dia. 1770.00 Mtr. 180.79

It. No. Description of Item Qty. Unit Rates in Total

269 Providing, fixing, testing and commissioning ISI Marked UPVC SWR

grade soil, waste and vent pipes Type 'B' 6 kg/sq cm conforming to IS:

13592 including all SWR moulded fittings conforming to IS: 14735 i.e.

bends (plain/door), junctions, cowls, offsets, Y (plain/door), tees

(plain/door), clean out plut, etc., with G.I slotted angle with U clamps

and anchor fasteners at 1m interval. Ring fit jointing including cutting

holes in walls and floors, wherever required and making them good,

complete as directed by the Project Manager. The scope shall also

include fixing waste pipes to the floor with concrete 1:2:4 bedding for full

length and wall/ceiling with necessary clamps, supports, connections,

protecting fittings and pipes till the final handing over etc, for all leads,

depth and heights as per drawings, specification and as directed by the

Project Manager. (vertical Line)

269.1 110mm outer dia. 10.00 Mtr. 816.08

269.2 160 mm outer dia. 20.00 Mtr. 1153.42

270 Providing, fixing, testing and commissioning ISI Marked UPVC SWR

grade soil, waste and vent pipes Type 'A' 4 kg/sqcm conforming to IS:

13592 including all SWR moulded fittings conforming to IS: 14735 i.e.

bends, junctions, cowls, offsets, Y (plain/door), tees (plain/door), clean

out plug, etc. with hi-tech clamps and anchor fasteners at 1m interval

and jointing with cement solvent including cutting holes in walls and

floors, wherever required and making them good, complete as directed

by the Project Manager. The scope shall also include fixing waste pipes

to the floor with concrete 1:2:4 bedding for full length and wall/ceiling

with necessary clamps, supports, connections, protecting fittings and

pipes till the final handing over etc, as per drawings, specifications and

as directed by the Project Manager for all leads, depth and heights. (For

Vent & ASP only)

271 Providing, Installation, testing and commissioning of UPVC rain water

pipes of 6 kg./cm2 Type B Ring fit conforming to IS: 13592 including all

fittings conforming to IS: 14735 with access i.e bends, junctions, cowls,

offsets, Y (plain/door), tees (plain/door), fixing with G.I slotted angle with

U clamps and anchor fasteners etc., including excavation, refilling and

disposal of surplus earth, including cutting holes in walls and floors

,wherever required and making good the same, complete as directed by

the Project Manager. The scope shall also include fixing for full length in

shaft / ceiling with necessary clamps, supports, connections, protecting

fittings and pipes till the final handing over etc, as per drawings,

specifications and as directed by the Project Manager for all leads,

depth and heights

271.1 110 mm outer dia. 10.00 Metre 816.08

271.2 160 mm outer dia. 20.00 Metre 1153.42

272 Providing, fixing, testing and commissioning uPVC Floor trap for

125mm dia including 125 x 125mm S S grating with frame complete in

all respects with necessary arrangements with proper care at all levels,

protecting fittings and floor trap till the final handing over etc as per

technical specifications, drawings and directed by the Project Manager.

273 Providing, Installing, testing and commissioning UPVC Multi trap of self

cleansing design with or without vent arm with provision for connecting

UPVC inlet fittings complete including cost of cutting and making good

the walls and floors where ever required complete in all respects with

necessary arrangements with proper care at all levels, protecting fittings

and floor trap till the final handing over etc as per technical

specifications, drawings and directed by the Project Manager.

It. No. Description of Item Qty. Unit Rates in Total

273.1 For 110 mm inlet and 110 mm outlet 10.00 Each 328.25

274 Supply, Installing, testing and commisssioning 125mm dia Bronze 10.00 Each 965.56

Chrome plated ring and Grating with 2 stainless steel screws, ring to be

embedded in floor with sealant complete in all respects with necessary

arrangements with proper care at all levels, protecting fittings and floor

trap till the final handing over etc as per technical specifications,

drawings and directed by the Project Manager.

275 Providing and fixing rain water "KHURRAS" size as per drawing 10.00 Each 2603.78

required depth with lead flashing around rainwater pipe with one piece

lead sheet of 3 mm thick set on a layer of cold bitumen. Including heavy

duty CI grating complete as required.

276 Surface Hydro-Pneumatic System for Domestic Water supply :Compact

self contained Hydro-booster system comprising of following :

a) Vertical In-line/Horizontal multi-stage, centrifugal clear water pumps

with AISI304 Impeller and AISI316 Shaft, Cast Iron (FG260) Suction

and Discharge with CED coating, TEFCIP55 motor (with Mechanical

seal) Vendor to submit performance curves and technical catalogue of

the proposed model for review and information

b) Controller with colour touch screen display and Variable Frequency

Drive (VFD) integrated in a single body with pressure sensor

transmitter, programming to indicate pump ready, pump running and

fault in display and capable to communicate with other controllers

following MODBUS-RTU or BACNET Class-2 protocol through RS485

port. System should be capable to compensate for frictional losses at

lower flows. All alarms should be displayed in the controller. System

should be equipped with dry running protection. Indication of all type of

faults / on-off status / electrical parameters shall be available on display

and central BMS monitors. Also able to work with pressure switch in

manual mode operation. Source from same manufacturer of pump.

c) Pre-charged diaphragm pressure vessel with interchangeable

membrane, charging connection, connected to outlet header with

necessary flanges, gaskets, isolating valves, nuts/bolts etc. complete

(size of pressure vessel as per manufacturer recommendation).

d) Set of accessories such as G.I headers (with zink coating) for suction

and discharge, control valves, non return valves, pressure switches,

pressure transducers, pressure gauge, common skid, inter connecting

power and control cabling etc. complete.

e) Set of Solenoid valve (IP68), control panel and y-strainer to maintain

water level in OHT with float switch should be provided

276.1 Purpose of system - Domestic water supply system to each utilityNos of 1.00 Set 732250.00

system - 1set =2 working + 1 stand by Flow rate of system (working

pumps) - 850 LPMTotal Head of each pump - 60m (May be change as

277 Supplying and installing in the sump pit lifting assembly suitable for 2 1.00 Set 151500.00

Nos. submersible drainage pumps in a sump of overall depth not more

than 1.6 m, ready made electro – galvanized MS lifting chain, class C

GI pipe header complete with discharge manifold, flanges, tee, elbow

etc. complete including GI pipe upto the top of sump and including GI

union. The installation shall be complete with all necessary indigenous

accessories as required to complete the installation.

Flow rate : 120 LPM each (1 Working + 1 Standby)

It. No. Description of Item Qty. Unit Rates in Total

278 Providing & fixing commercial water purifier with UV technology of water 2.00 Each 19977.80

flow rate 2.0 Lit/min. Including all components as per manufacture

specifications, including connection from water supply line, and final

connection to water cooler electric wiring & plug top etc. with all

Inspection chambers, Manholes,Traps & STP

279 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2- 30.00 Each 11029.97

coarse sand : 4-graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats

40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3

(1-Cement : 3-coarse sand) finished with a floating coat of neat cement

and making channels in cement concrete 1:2:4 mix (1-Cement :2-

Coarse sand :4-stone aggregate 20mm nominal size) finished smooth

complete including curing and festing (i) Inside size 900mm x 1200mm

and 1.5M. deep including C.I. cover with frame size 560mm diameter

total weight of cover and frame to be not less than 128 kgs. (Wt. of

cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of

brick masonry using brick having crushing strength not less than 35Kg. /

Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type

depth 0.90 Metre for 150mm diameter sewer.

280 (A) With 230mm thick walls of brick msonry using brick having crushing 10.00 Each 30252.27

strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement:

5-Coarse sand) (4) D type depth 3.15 Metre for 150mm diameter sewer.

281 Providing and fixing Steel Fibre Reinforced Concrete (SFRC) Manhole 75.00 Each 5175.24

Cover EHD 35 ton capacity, Clear opening 600mm dia. complete as

directed by EIC. (2.5 ton Load)

282 Providing and fixing S.W. gully trap with C.I. grating brick masonry 105.00 Each 1292.19

chamber and water tight C.I. cover with frame of 300mm x 300mm size

(inside) with standard weight.(i) Square mouth traps. (A) 100mm x

100mm size P type.

283 Providing and laying Underground drainage System SN8 complete with

all fittings excavation of trench 0.7m wide and depth varying from 0.75m

to 2.4m and refilling the same after laying of drain and concrete

encasement in M-10 grade concrete with minimum thickness of

encasement 100m thick.

283.1 200mm dia Internal 225.00 Mtr. 1027.17

283.2 250mm dia Internal 475.00 Mtr. 1584.69

283.3 300mm dia Internal 250.00 Mtr. 2473.49

283.4 450mm dia Internal 250.00 Mtr. 3445.11

284 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand

: 10 graded stone aggregate 40 mm nominal size) up to haunches of

S.W. pipes / UPVC / DWC Pipes including bed concrete as per

standard design a) 100 mm dia. diameter.

284.1 200mm dia. Internal 225.00 Mtr. 747.40

284.2 250mm dia. Internal 475.00 Mtr. 869.61

284.3 300mm dia. Internal 250.00 Mtr. 1003.94

284.4 450mm dia. Internal 250.00 Mtr. 1003.94

It. No. Description of Item Qty. Unit Rates in Total

285 Supply installation, testing and commissioning of water treatment plant 1.00 Lot 2955361.00

comprising of FRP body pressure sand filter, multi media, carbon filter,

chlorination, softner plant etc. accrording to input water quality /

analysis. softner plant consisting of fiber glass reinforced plastic (FRP)

tank, dosing pump for disinfection, filter media, resins, piping, isolation

valves, instruments supports.The scope shall include interconnection

Cpvc piping, valves, instruments, back wash arrangement,power and

control cabling etc. duly complete .Capacity:25 m3/hr

286 Supply and laying class NP2 cement concrete pipes to line and level,

testing and commissioning, meeting the intents of the specifications &

drgs. complete with :a) all fittings and specialsb) making joints

286.1 250mm dia. Internal 200.00 Mtr. 348.04

286.2 300mm dia. Internal 200.00 Mtr. 665.48

287 Construction, testing and commissioning of rain water catch basins

meeting the intents of the specifications and drgs. complete with:a)

1:4:8 cement concrete foundationb) 250mm brick masonry wall in 1:5

cement mortar.c) 20mm plastering inside and outside with 1:3 cement

mortard) M.S grating of 40 x 5 flat @ 20mm centres enclosed in 40 x

x 5 angle frame.e) 50 x 50 x 5 angle iron frame embedded in the

masonry with hold fasts.f) Painting etc.

287.1 900 x 900 for depth over 800mm and upto 2500mm. 140.00 Each 9260.69

287.2 900 x 1200 for depth over 2500mm 140.00 Each 16457.95

287.3 900 x 120 clear inside upto 800mm depth(for Water Supply Valve 15.00 Each 20025.27

Chamber with Cover)

288 Providing, laying & jointing in position PVC/ HDPE pipe conforming to

ISI standard and suitable for the respective working pressures with all

fittings and accessories e.g. couplings, tees, bends, reducers, screwed

adapters, flanged tail pieces etc. jointing as per manufacturers

288.1 HDPE pipe 100 pipe 160mm-10 kg/cm2 60.00 Rm 3026.68

288.2 HDPE pipe 100 pipe 110mm-10 kg/cm2 906.00 Rm 1436.26

288.3 PVC pipe 90mm-6 kg/cm2 2322.00 Rm 621.16

288.4 PVC pipe 75mm-6 kg/cm2 2280.00 Rm 438.38

288.5 PVC pipe 63mm-6 kg/cm2 3900.00 Rm 314.15

288.6 PVC pipe 50mm-6 kg/cm2 3660.00 Rm 196.18

288.7 PVC pipe 40mm-6 kg/cm2 4188.00 Rm 126.91

288.8 PVC pipe 32mm-6 kg/cm2 372.00 Rm 113.95

288.9 Earth work excavation and refilling 300 x 450mm 15919.20 Rm 105.00

289 SPRINKLERS & ACCESSORIES

289.1 Providing & fixing of I-25, Pop-up ROTOR sprinkler 11.9-21.6 mtr radius 180.00 Nos 5215.84

rotor with automatic arc return and non strippable drive part and full

circle in one model stainless steel riser,flow 13.6 to 120.7lpm - with CV

(I-25 )- Hunter (USA). It should have vandalism proof features like

automatic arc return, full and part in one and non strippable gear drive

289.2 Providing & Fixing of Pop up Connecting Four Elbow Swing joint 180.00 Nos 2987.99

Assembly. The fittings shall be made of UV resistant thermo plastic.

Swing Connecting Assembly, 1”- Hunter (USA)

289.3 Providing and fixing of PP service saddle of varying size.1" 180.00 Nos 254.72

It. No. Description of Item Qty. Unit Rates in Total

289.4 Providing & fixing of PGP ULTRA, Pop-up ROTOR sprinkler having 253.00 Nos 2376.12

variable adjustable arc (50 to 360 degrees) nozzle capable of covering

4.9m -14.0 m at 2.5 bars with discharge rate of 0.02- 0.891 Lps. The

Rotor body, stem, nozzle and screen shall be constructed of heavy-

duty, ultraviolet resistant plastic with small exposed cover. WITH

289.5 Providing & Fixing of SJ- 712, 3/4" Pop up Connecting Four Elbow 253.00 Nos 290.92

Swing joint Assembly. The fittings shall be made of UV resistant thermo

289.6 Providing and fixing of PP service saddle of varying size.3/4' 253.00 Nos 201.09

289.7 Providing & fixing of Rotatory Pop up having colour coded MP Rotator 185.00 Nos 1233.11

nozzle with multiple stream water spray capable of covering 2.5m-

10.7m with Matched Precipitation Rate .The Spray Head body shall be

constructed of heavy-duty, ultraviolet resistant plastic and stainless

steel spring with mutifunctional wiper seal with small exposed cover.

WITH CHECK VALVE.

289.8 Providing & fixing of PROS, Pop up spray head bodies, having 468.00 Nos 402.19

features an encased plastic 'cage' to provide unmatched resistance to

grit,with high efficiency ADJUSTABLE nozzle capable of covering 1.2M -

5.2m at 1.0 - 2.1 Bars, pressur. Additionally Two-piece ratchet

mechanism, Features is Precision controlled flush at pop-down clears

debris from unit, Construction of time-proven UV_resitant plastic. WITH

290 Providing & Fixing of SJ- 512, 1/2" Pop up Connecting Four Elbow 653.00 Nos 259.01

Swing joint Assembly. The fittings shall be made of UV resistant thermo

290.1 Providing and fixing of PP service saddle of varying size.1/2' 653.00 Nos 147.47

291 DRIP LATRAL AND ACCESSORIES

291.1 Supply and fixing of flexible Blank tubing and resistance to UV damage 11400.00 Rm 33.78

and algae growth black in colour 16 mm size. With all fittings and

accessories. (Dripline 16 mm 50 cm 3.8 lphinline lateral)

291.2 Supply and fixing of flexible Blank tubing and resistance to UV damage 6000.00 Rm 28.42

and algae growth black in colour 16 mm size with all fittings and

accessories. (Plain 16 mm plain lateral)

291.3 Supply and fixing of PC dripers 8 lph 5000.00 Rm 11.26

291.4 Supply and fixing Rod Comes Pre -Bent or plastic lateral stack to Staple 1740.00 Nos 12.07

Distribution Tubing, Drip Line to finished grade.

292 VALVES & ACCESSORIES

292.1 Providing and fixing of PVC Ball Valve,security pivot to maintain lever in 82.00 Nos 1118.62

space, double water tight joint,direct injection stem non mechanical with

a base which permits maximum penetration into the valve of size

292.2 Providing & fixing of Isolation Valve in mainline for sectioning mainline 4.00 Nos 5715.08

and bypass and flow diversion of approved quality 160/110mm

292.3 Providing & fixing of Isolation Valve in mainline for sectioning mainline 6.00 Nos 3838.21

and bypass and flow diversion of approved quality 90mm

292.4 Providing & fixing of Isolation Valve in mainline for sectioning mainline 4.00 Nos 2826.57

and bypass and flow diversion of approved quality 75mm

292.5 Providing & fixing of Flush Valve in mainline for sectioning mainline and 220.00 Nos 402.19

bypass and flow diversion of approved quality.

292.6 Providing & fixing of a double acting 1" Air release valve. The Air 6.00 Nos 2687.69

release valve shall be capable of both releasing and admitting air from

and into the line. The working pressure shall be 5 bar. including service

saddle and riser assembly.

It. No. Description of Item Qty. Unit Rates in Total

292.7 Providing & fixing of a double acting 2" Air release valve. The Air 6.00 Nos 4481.98

release valve shall be capable of both releasing and admitting air from

and into the line. The working pressure shall be 5 bar. Including service

saddle and riser assembly.

292.8 Providing & fixing of 12" Rectangular Valve Box with greenlid and 82.00 Nos 2742.11

corrugated structure with unique shovel access slot and bolt hole

292.9 Providing & fixing of 10" ROUND Valve Box with greenlid and 26.00 Nos 1030.40

corrugated structure with unique shovel access slot and bolt hole

293 Providing & fixing of 6" Round box with greenlid and corrugated 70.00 No. 442.94

structure with unique shovel access slot and bolt hole knockout

293.1 Providing & fixing of Brass Quick coupling valve made up of solid brass 70.00 No. 1740.13

with locking cover corrosion resistant and stainless steel spring.

Including service saddle and riser assembly.

293.2 Providing & fixing of Brass Key threads into top of QCV to provide water 23.00 No. 1734.77

access and Brass Swivel Elbow

294 FILTERATION UNIT

294.1 Providing & Fixing of SAND FILTER- 50M3/HR WITH fully Auto back 1.00 SET 482625.00

wash assembly WITH 10 BAR PRESSURE RATTING

294.2 Providing & Fixing of 4" 50-110 M3/HR HYDRAULIC AUTOBACK 1.00 No. 430322.39

WASH SCREEN FILTER WITH 10 BAR PRESSURE RATTING

295 PUMPING UNIT

295.1 Providing & Fixing of VERTICAL INLINE HYDROPNUMATIC PUMP 1.00 SET 5228437.50

UNIT OF CAPACITY 19 lps@85 mtr head WITH PRESSURE TANK

AND SUITABLE CONTROL PANNEL INCLUDING ALL REQUIRED

ASSESORIES LIKE NRV, VALVE, SKIT ETC. (3W +1S)

295.2 Providing & Fixing of Suction & Delivery Header ASSEMBLY 1.00 Nos 107250.00

295.3 Providing & fixing of control Valve /Butterfly Valve in mainline for bypass 1.00 Nos 5715.08

and flow diversion of approved quality 6"

295.4 Providing & fixing of Non Return Valve to prevent back flow 6" 1.00 Nos 23002.98

295.5 Providing and fixing of WATER METER 6" 1.00 Nos 134062.50

295.6 Providing and fixing of Pressure Relief 3" 1.00 Nos 32655.75

295.7 Providing and fixing of Pressure Reducing Valve 4" 1.00 Nos 52779.60

296 Automation Equipment

296.1 Supply and fixing of Direct burial 14 AWG x 2C cable for two way 3330.00 Mtr 402.19

communication between controller and decoders

296.2 Supply and fixing of Direct burial 16 AWG x 1C cable for soil sensor 300.00 Mtr 67.03

296.3 PVC conduit Pipe complete 32 mm 3630.00 Mtr 128.70

296.4 Supply and fixing of ACC2 DECODER NEXT-GENERATION 1.00 No 296521.85

ADVANCED COMMERCIAL CONTROLLER, 230/240 VAC internal

transformer control system, cycle +soak, Raindelay, SOLARSYNC Mini

weather station, controlling upto 1 master valve with diagnostic feature

in wire shorttest, voltage test at stations, standard accessories complete

296.5 Supply and fixing of ICD-100 1-STATION DECODER FOR USE WITH 82.00 Nos 13314.55

ANY ACC DECODER CONTROLLER, INCLUDES 2 WATERPROOF

296.6 Supply and fixing of 1" Solenoid globe Valves with fabric reinforced 1.00 Nos 2391.14

diaphram and rugged PVC construction, compatible with and slow

closing to prevent water hammer, pressure rating upto 10 bar with 24AC

solenoid, with provision to attach Pressure Regulator

It. No. Description of Item Qty. Unit Rates in Total

296.7 Supply and fixing of 1.5" Solenoid globe Valves with fabric reinforced 6.00 Nos 7130.25

diaphram and rugged PVC construction, compatible with and slow

closing to prevent water hammer, pressure rating upto 10 bar with 24AC

solenoid, with provision to attach Pressure Regulator

296.8 Supply and fixing of 2" Solenoid globe Valves with fabric reinforced 76.00 Nos 8667.41

diaphram and rugged PVC construction, compatible with and slow

closing to prevent water hammer, pressure rating upto 10 bar with 24AC

solenoid, with provision to attach Pressure Regulator

296.9 Supply and fixing of 3" Solenoid globe Valves with fabric reinforced 1.00 Nos 16709.82

diaphram and rugged PVC construction, compatible with and slow

closing to prevent water hammer, pressure rating upto 10 bar with 24AC

solenoid, with provision to attach Pressure Regulator

297 Supply and fixing of direct bury-on wire connector with strain relief, with 332.00 Nos 277.78

waterproof silicon sealant.

297.1 Supply and fixing of SOLARSYNC COMPATIBLE WITH PRO-C, ICC 1.00 Nos 16508.99

AND I-CORE CONTROLLERS, COMES COMPLETE WITH SENSOR

PLATFORM AND CONTROLLER INTERFACE, AUTOMATICALLY

RESPONDS TO LOCAL WEATHER CHANGES.

297.2 Supply and fixing of SOIL-CLIK Soil-Clik Module and Sensor Probe 1.00 Nos 16784.89

297.3 Supply and fixing of RAIN-CLIK ADJUSTS FOR RAINFALL OF 3 MM 1.00 Nos 4496.99

(0.1') to 25 MM (1.0'), INCLUDES 7.6 M (25') WIRE, ALUMINUM

297.4 Supply and fixing of FLOW-CLIK Flow-Clik® System includes sensor 1.00 Nos 54320.52

and interface box, works with all standard 24 volt controllers (excludes

sensor body - order separately)

297.5 Supply and fixing of ACCU-SYNC-ADJ ACCU-SYNC PRESSURE 35.00 Nos 5818.31

REGULATOR, ADJUSTABLE PRESSURE MODEL 1.4–7 BAR (20–100

PSI), WORKS WITH ANY HUNTER VALVE.

297.6 Supply and fixing of copper grounding rod, clamps, charcoal and all 14.00 Nos 17428.13

requisite accessories complete.

297.7 Supply and fixing of Voltage stabiliser 1.00 Nos 8043.75

297.8 Supply and fixing of Pump relay 24 AC PLA relay 1.00 Nos 4021.88

Installation,Commissioning, Supervision, Transportation charge.

298 Central Control System

298.1 Supplying, testing, commissioin of CENTRULUS (LIFE TIME 1.00 Nos 80437.50

SUBSCRIPTION) cloud base Central Control System offers a simple,

easy to learn modular software program, with multilevel user

managment feature and modular hardware for control of satellite

controllers across multiple sites. It includes many water & time saving

features that eliminate the need to travel to the site

298.2 Supplying, testing, commissioin of A2C-WIFI Internal Wi-Fi module 1.00 Nos 37537.50

FOR CENTRALLUS OR NETWORK

298.3 Supplying, testing, commissioin of CELLULER INTERNET MODEM 1.00 MTR 13406.25

FOR INTERNET CONNECTION

298.4 Supplying, testing, commissioin of LAPTOP OF 4 GB RAM ,7TH 1.00 Nos 80437.50

GENERATION INTEL PROCESSORE AND 1TB HD

299 Supplying and fixing Speed Breaker Bump (Dark Eye Make)MODEL NO 600.00 Rmt. 5959.00

DA 1006(750 × 250 × 75 MM)MATERIAL: PE

It. No. Description of Item Qty. Unit Rates in Total

300 Supply and apply of hot applied thermoplastic road marking with retro 1800.00 Sq.m. 833.25

reflective Thermoplastic Road Marking Material in 2.5 mm thick without

primer coat on asphalt road surface with glass beads of very high skid

resistance. The work shall be according to B.S. 3262 Part I and II and

spraying additional quantity of glass beads of type II uniformly into a

mono layer on to the hot paint line in quick succession of the paint

spraying operation @2.50 cm per sqmt area and as per B.S. 3262 /

MORT&H (5th Edition, Section 803) Specificaitons in white, yellow etc.

complete as per Engineer in charge.

301 Solar Stud DA 110 Dark Eye MakeWaterproof, energy-saving and Eco- 100.00 No. 3575.40

friendly Solar Road Stud made out of solid aluminum-alloy shell

powered by solar cells and panels. Ideal signal product for highways,

parking lots, roads and similar isolated or stand-alone traffic

applications.Technical Specification: -Aluminum-alloy shell.Solar panel

mono-crystalline solar 2.4 V / 0.3 Watt.One Ni-Mh or Ni-cd

rechargeable battery.Six Super bright LEDs.Color: yellow, red, blue,

green and white.Working time: 50 to 60 hours successively after the

battery is fully charged.Charging time: five to six hours/day.Solar energy

based power source.Brightness sensitive auto-switch, automatically

turns on at night and turns off at dawn.High visibility LED's help ensure

easy and safe night driving.Ideal for highways, parking lots, roads and

similar isolated or stand-alone traffic applications.Size: 125 x 125 x

25mm with Shank of 65 mm.

302 Road Stud DA 52 Dark Eye makeThe body of the Stud is made of ABS 1100.00 No. 357.54

(Astronitrilite Butadiene Styrene material). Two reflectors made out of

PMMA material are fitted in the body of the stud to give maximum night

time visibility. The road stud is dynamically designed so that it can bear

maximum load. Provision to fix the shank is also provided and separate

plastic shank can be fitted for better durability. Dimensions : 100 x 110 x

303 Providing and fixing sign board made out of 4mm ACP sheet boned 125.00 Sq.m. 17877.00

with retro reflective sheeting of Class B ORALITE x 5910 High Intensity

Prismatic Grade (Type IV High intensity micro-prismatic grade sheeting

HIP) having pressure sensitive retro reflective specified back ground,

border and backs side retro reflective symbols letters, numerals arrow

as per IRC:67-2012, with designed back support frame 35 x 35 x 3 /

x 50 x 5 mm of mild steel angle with vertical and lateral clearance given

in clause 801 and 802, duly painted on back side with two coats of grey

stove enamel paint. The nut bolts of board with angle iron post

supporting structure as per require size of 75 x 75 x 5 mm angle after

fixing at site has to be electrically welded Class B (Type IV High

intensity micro-prismatic grade sheeting-HIP) Sheeting shall have

years written warranty from the manufacturer and authorised

distributor/converter issued for field performance including the screen

printed areas and cut-out sheeting and cut-out durable transparent

304 Providing and fixing MS structure with 300 mm dia pipe with connection 5.00 M.T. 166852.00

plates and anchor bolts including cutting, welding, booting, hoisting,

fixing in position for cantilever sign boards.

It. No. Description of Item Qty. Unit Rates in Total

305 Supply and Fixing of Flexible Median Marker which shall be made of 100.00 No. 524.39

tough, high impact resistant, injectionmolded, thermoplastic body with U

shape structure with overall height of minimum 180mm and shank

depth of minimum 30mm and thickness not less than 2mm. The

exposed body structure should be cornered rounded for better

aesthetics. The plastics used for the molding the flexible median marker

shall have a minimum notched Izod Impact strength value of 4.11J/cm

(@ thickness 3.17mm) at room temperature, tested in accordance with

ASTM D256. The outer part of the body shall have the Abrasion loss

not less than 35 mm3 when tested accordance with DIN53505 and

DIN53516 respectively and shall retain at least 70% of this value when

it is subjected to accelerated weathering for 500hrs as per the ASTM

G155 standard. The logo of the manufacturer shall be embossed on

either side of the body in the injection molding process.

The flexible median marker shall have U shaped florescent yellow color

retro reflective sheeting with minimum exposed reflective area

mm2. The reflective sheeting should confirm to Type XI Florescent

Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The product

design has to with stand all natural impacts and should not get

damaged if any pedestrian stamp on top of it intentionally or

unintentionally. The product should bend up to 90 degree on both sides

(becoming completely horizontal).

306 Providing and applying Water based paint Alternate Black & White on 4800.00 Sq.m. 297.95

Kerb including one coat of primer and two coats of Paint including

cleaning all dust, dirt and other foreign matters with all material labour

equipments with all leads and lifts etc. complete.

307 RCC GSR/Sump : Preparing structural design of RCC underground /

partially underground/ above high ground level of required capacity as

per relevant IS standard and constructing the same including

excavation in all type of soil strata including rock including shoring

strutting for loose soil if required/ to protect from collapse casting

mm thick PCC, leveling course in 15 refilling with proper soil and

disposing of the surplus stuff at all lead including cement plaster in CM

1:2 with approved water proofing compound to all over inside container

i.e. wall base, top slab, dome bottom etc all including all time of labour

and material charges of lowering laying erecting / hoisting and jointing

of pipe assembly to inlet outlet overflow wash out and bypass

arrangement as per hydraulic design. providing and fixing accessories

ci manhole frame and cover, Glazed tiles at wall & Floor, water level

indicator adequate cowl type ventilator or lentern type ventilator with

stainless steel with jalli rcc chamber of valves .providing and applying

coat of cement paint / snowcem outside surface of structure iit also

includes satisfactory water tightness test as per relavent IS standard

and painting name of scheme and capacity on tank as per direction of

engineer in charges.

List of Indian Standards for design of GSR/sump:

Note: The structural design of GSR shall be in accordance wilh

provisions ol relevant Indian Standards

(1) I S 3370 part I & II 2009 or Its latest revision (1.1) I S. 3370 part III

& IV 1965 or Its latest revision

(2) IS 456-2000 or Its latest revision

(3) IS 1893-2002 part I to V or Its latest revision

(4) IS 13920-1993. or Its latest revision

(5) IS 875 part I to llI,1987 or Its latest revision

General specifications:

(1) water depth in coitainer shall be adopted as per data of tender

capacity shall be calculated excluding free board of reservoir if water

depth is not specified the suitable water depth / ecceptable to field

engineer in acordance with hydraulic.

It. No. Description of Item Qty. Unit Rates in Total

(2) shape of container in plan specified by in data shall be adoped in

absence circular shapes shall be adopeted

(3) size shall be fixed as per availability of area at site / acceptable to

(4) Effect of overlapping of presssure bulb on soil due nearby structure

and proposed sump shall be considered .

(5) Care shall be taken that no damage should occor to nearby existing

structure compansation shall be paid for the same by the agency.

(6) The Min. concrete grade for RCC shall be M :30. Proportion of

concrete ingredients shall be as per Mix design using weigh batching.

(7) HYSD (Fe 415) or higher grade reinforcing bars confirming to IS

1786/1139 or CRS /TMT bars shall be used as per detailed

(8) Min. size/ thickness of various components shall be provided as per

design criteria/specifications/IS Code (or as per sld. practice) Capacity

of the ESR shall be considered excluding free board.

(9) The Safe bearing capacity (SBC) /allowable pressure on soil shall be

referred from latest SBC test report or tender datasheet. During

execution If poor soil strata or ground water table is encountered, the

SBC shall have to be re ascertained and the design should be revised

(10) DI pipes & specials shall only be used

(11) The rate shall include cost of dewatering during excavation and

making all arrangement when water table meet within the depth.

(12) the structrue shall be designed to resist the uplift due to ground

water table specified in DATA or actual ground water table or meets

during the excavation if GWT /uplift is mentioned in tender and during

excavation does not meet 7.5% rate shall be reduced.

(13) SS PIPE RAILING SHALL BE PROVIDED over the sump perifery

when sump height is nnmore than 1.5 mt above GL .

(14) RCC stair case with ss railing shall be provided inside reservoir

container bb masonary stair cabin with with ms safety door havinf

locking arrangement to be provide for GSR sump and HGLR of capacity

7.5 lacs lt with top slab, if dome is constructed at top slab than provide

minimum opening of 900 x 2000 mm with curbing and ss railing around .

(15) apperance of structure should be asthetically good looking

acceptabel to authority.

(16) any change in size depth in gl height above gl can be permitteed in

accpetional case due to site consdition or hydraulic design requirement.

(17) any change in data dimention depth reduction in size if permitted

by competent authority and if it reduces quantity then payment shall be

reduceed pro rate.

(18) when capcity of GSR sump is mpore than 20 lack lit 2 or suitable

compartment acceptable to EE shal be designed andprovided.

(19) agency shall engage qualified consulting enginering for desiging of

structure and he shall visit the site for guidance of work.

(20) 75% of part rate shall be payable or concrete reinforcement and

plastering item of container until satisfactory hydraulic testing or water

tightmenss perform as per tender condition

(above condition 1 to 20 are part and parcel of tender and prevail over

the other provision in tender .

B. As above with water table sub soil water level above foundation 1.00 Nos 717676.98

capacity of GSR /sump 200000 liter capacity.

It. No. Description of Item Qty. Unit Rates in Total

RCC ESR (description of item for turnkey Designing structurally (and

aesthetically) complying provisions of relevant Indian standards and

constructing RCC Elevated service Reservoir of the following capacity

and height, using latest Soil Investigation Report of proposed site.

Seism c zone Wind speed Zone. ncluding (1) Container shape any

suitable type (or as specified). (2) Staking consisting of column brace

trestle / shaft comb nation column brace trestle and shaft as appropriate

(or as specified) and (3) Appropriate foundation system This includes

excavati . n n all types of soil strata(including hard rock ), casting100

mm thick P C C levelling course in M-10 Refilling lhe p I with proper so

and disposing of the surplus stuff at all required lead. (4) This will also

include cement plaster in CM 1 2 with approved waler proofing

compound all over inside container (i.e. walls, base. top slab/dome

botlom etc. all). (5) All types ol labour & material charges of lowering,

laying, erecting / hoisting & joining of pipe assembly of Inlet. Outlel,

overflow, washout and bye pass arrangement as per hydraulic design

(6) Providing and fixing of any accessories(specified), CI Manhole

frame and covers, water level indicator. Lighlening conductor, GI Pipe

railing around walk way at roof level, at gallery and around landing of

inside shaft, Adequate cowl type ventilators or lantern type ventilator

with stainless steel jali. (7) Scope of work includes constructing RCC

spiral staircase with adequate tie beams,slaircase footing ,Rec

chambers for valves. venlilaling shaft and ventilators as well as door in

shalt. SS grating to be provided to outlet pipe (inside container) for

safety.(8) including providing and applying lhree coats of cement

painVsnowcem (as specified) to the whole structure. (9) It also includes

satisfactory water tightness test as per relevant I S Code and painting

name of scheme & capacity on the tank as per direction of engineer in

List of Indian Standards for design of ESR:

Note: The structural design of ESR shall be in accordance wilh

provisions ol relevant Indian Standards

(1) I S 3370 part I & II 2009 or Its latest revision (1.1) I S. 3370 part III

& IV 1965 or Its latest revision

(2) IS 456-2000 or Its latest revision

(3) IS 11682- 1985 or Its lalest revision

(4) IS 1893-2002 part I to V or Its latest revision

(5) IS 13920-1993. or Its latest revision

(6) IS 875 part I to llI,1987 or Its latest revision

(7) IS 11089- 1987 or Its latest revision

General specifications:

(1) The Min. concrete grade for RCC shall be M:30. Proportion of

concrete ingredients shall be as per Mix design using weigh batching.

(2) HYSD (Fe 415) or higher grade reinforcing bars confirming to IS

1786/1139 or CRS /TMT bars shall be used as per detailed

(3) In case of column -brace trestle type staging having more than

columns internal horizontal bracing is obligatory. One bracing shal be at

foundation level in case of Individual footings

(4) Min. size/ thickness of various components shall be provided as per

design criteria/specifications/IS Code ( or as per sld. practice) Capacity

of the ESR shall be considered excluding free board.

(5) Minimum dimensions specified for various components in lender

dala /specificalions should be provided.

It. No. Description of Item Qty. Unit Rates in Total

(6) The Safe bearing capacity (SBC) /allowable pressure on soil shall be

referred from latest SBC test report or tender datasheet. During

execution If poor soil strata or ground water table is encountered, the

SBC shall have to be re ascertained and the design should be revised

(7) Maximum spacing between honzontal bracings shall be 5 m (storey

(8) The BB Masonry cabin with MS door shall be constructed when

spiral staircase is outside the staging.

(9) RCC Staircase/ MS Staircase shall be provided and fixed for access

to roof when heighl of roof from G.L. is up to 10 m. For ESR having

more than 10 m height proper RCC staircase or suitable RCC spiral

staircase shall be constructed. Railing should be provided through out

the staircase and around the top ring beam.

(10) For ESR-having staging height more than 15 m the spiral staircase

shall be provided inside the staging with elective lie beams in more than

(11) Water level indictor shall be provided and fixed floal type /

electronic (as specified ).

(12) The rate shall include providing and fixing pipes, specials, and

valves required for inlet, outlet, wash out, over flow and bye pass

arrangement. The scope of work includes constructing supporting RC

pillars. erecting, laying, fixing and joining pipes and specials etc up to

5m length from face of staging (outer most column).

(13) DI pipes & specials shall only be used .

(14) The rate shall include cost of dewatering during execution making

all arrangement with any dewatering technique.

(15) The structure shall be designed properly for uplift due to Ground

water table specified in data or GWT encountered during execution No

extra payment shall be paid for the same.

(16) Elective curing shall be carried out up to required period as per

specifications.

(17) Agency shall engage qualified (at least graduate)consuIting

engineer for designing the structure and he/she shall visit the site fo

guidance of work at all levels (i.e. below foundation. up to GL, above GL

for all lifts up to conlainer).

(18) 75 °A part rale shall be payable for Concrete, Reinforcement and

Plastenng ilems of container until satisfactory hydraulic testing fo water

tightness is performed. Or as per tender condition. Till then the work

shall be treated as incomplete.

Above conditions / general specifications Sr. No. 1 to 18 are part &

parcel of tender (contract)

Cost of 150000 liter capacity 1.00 No. 2002141.14

Extra Staging hieght above 12 mter onward, for each 1000 L per meter

Cost of 150000 liter capacity 150.00 per 116.49

Electrical Items

It. No. Description of Item Qty. Unit Rates in Total

308 Point WiringPoint wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 224.00 Pt. 485.81

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 / 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.(f)

with medium class Rigid PVC pipe and accessories erected concealed

in wall/ceiling complete. Cat.III

309 Point wiring for Tissino / Modular secondary light point with 2-1.5 sq.mm 526.00 Pt. 167.66

& 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.(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling complete

310 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 58.00 Pt. 674.68

(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, single mounting base

frame covered with textured / metallic / white front plate modules

erected on / in wall / ceiling as per pipe erected with necessary ceiling

rose / H.D. Connector as directed. (f) with medium class Rigid PVC pipe

and accessories erected concealed in wall/ceiling complete. Cat.III

311 Point wiring for on board Looped Plug with 6A Modular type switch & 5 64.00 Pt. 257.55

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 accessories. Cat.III

312 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) 64.00 Pt. 510.05

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 switch board/mcb db board (f) with medium class Rigid

PVC pipe and accessories erected concealed in wall/ceiling complete.

313 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) 55.00 Pt. 745.38

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 /