(Package) Construction of Animal Husbandry EPI centre at Chhidra and Gajera Ta. Jambusar Dist. Bharuch

No. figures

1 Excavation for foundation upto 1.50 mt depth including sorting out and 305.20 Cum 149.67

stacking of useful materials and disposing the excavated stuff within all lead

and lift for all sorts of soil.

2 Excavation for foundation from 1.50 mt to 3.00 mt. depth including sorting out 128.60 Cum 162.38

and stacking of useful materials and disposing the excavated stuff within all

lead and lift for all sorts of soil.

3 Filling in foundation and plinth with sand in layers of 20 cm thickness including 42.00 Cum 460.19

watering, ramming and consolidating etc. complete with all lead and lift.

4 Filling available excavated earth (excluding rock) in trenches plinth side of 246.60 Cum 130.39

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

deposited layer by ramming and watering etc. complete.

thickness including watering, ramming and consolidation etc. complete with all

lead and lift.

6 Applying general insecticide pest control treatment to floors, cupboards etc. 163.80 Sq.m. 40.89

including labour material etc. complete. Using Imidacloprid 30.5 SC. As Per

IS 6313 part-II (0.075% concentration by mass) is recommended 10.5 ml

chemical diluted with 5 liter of water application 0.5 Litre chemical / Sqm of

surface is recommended as per I.S.

7 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 11.40 Cum 2965.76

machine cut stone aggregate 40 mm nominal size) and curing complete

including cost of form work in foundation and plinth.

8 Providing and laying controlled cement concrete M-150 and curing complete 83.46 Cum 4074.34

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in PCC.

9 Providing and laying controlled cement concrete M-250 and curing complete 82.80 Cum 4327.85

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Foundations, footings & mass concrete for footing.

10 Providing and laying controlled cement concrete M-250 and curing complete 6.60 Cum 6961.93

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Columns upto Ground level.

11 Providing and laying controlled cement concrete M-250 and curing complete 25.40 Cum 5875.17

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work for Plinth beam / Ground beam.

12 Providing and laying controlled cement concrete M-200 and curing complete 20.80 Cum 5285.94

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Plinth Slab.

13 Providing and laying controlled cement concrete M-200 and curing complete 1.80 Cum 6994.25

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Column Upto PL.

14 Providing and laying controlled cement concrete M-200 and curing complete 13.60 Cum 6889.06

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Columns for Ground floor.

15 Providing and laying controlled cement concrete M-200 and curing complete 5.20 Cum 6889.06

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Columns for First floor.

16 Providing and laying controlled cement concrete M-200 and curing complete 17.40 Cum 5811.54

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Ground floor Beams.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

17 Providing and laying controlled cement concrete M-200 and curing complete 0.60 Cum 6107.58

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Chhajja for Ground floor.

18 Providing and laying controlled cement concrete M-200 and curing complete 1.40 Cum 7078.59

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Lintel for Ground floor.

19 Providing and laying controlled cement concrete M-200 and curing complete 19.20 Cum 6550.86

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Ground floor Slab.

20 Providing and laying controlled cement concrete M-200 for RCC work and 0.40 Cum 6008.31

curing complete including the cost of form work but excluding the cost of

reinforced concrete work in coping on Ground floor.

21 Providing and laying controlled cement concrete M-200 for RCC work and 2.00 Cum 6008.31

curing complete including the cost of form work but excluding the cost of

reinforced concrete work in coping on First floor.

22 Providing I.S.I. Mark T.M.T. bar Fe-500D bar reinforcement for R.C.C. work 20480.00 Kg. 76.26

including bending, binding and placing in position complete for all floor level.

23 Providing and laying brick work using common burnt clay building 6.00 Cum 4021.02

conventional type bricks having crushing strength not less than 35 Kg./Sq.cm.

in foundation and plinth in cement mortar 1:5 (1 cement : 5 fine sand) for

below plinth including the cost of all materials and labour charges etc.

24 Providing and laying brick work using common burnt clay building 64.60 Cum 4289.33

conventional type bricks having crushing strength not less than 35 Kg./Sq.cm.

in foundation and plinth in cement mortar 1:5 (1 cement : 5 fine sand) for

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

25 Providing and laying half brick work using common burnt clay building 53.60 Sq.m. 651.67

conventional type bricks having crushing strength not less than 35 Kg/Sq.cm

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

structure above plinth level upto floor two level for Ground floor including the

cost of all materials and labour charges etc. complete.

26 Providing and laying half brick work using common burnt clay building 97.20 Sq.m. 651.67

conventional type bricks having crushing strength not less than 35 Kg/Sq.cm

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

structure above plinth level upto floor two level for First floor including the cost

of all materials and labour charges etc. complete.

27 Providing and fixing 150 mm wide, approved quality chicken wire mesh at 106.20 Sq.m. 295.93

junction of brick work and RCC work or two dissimilar surfaces, at all heights

fixed by nails, rowal plugs or tag by cement mortar 1:3 before applying the

plaster, including curing, scaffolding all complete as directed.

28 Providing 15mm thick cement plaster in single coat on rough (similar) side of 471.00 Sq.m. 173.09

single or half brick walls / concrete wall for interior plastering and finished

even and smooth in C. M. 1:4 (1 cement : 4 coarse sand) etc. complete for

Ground floor.

29 Providing 15mm thick cement plaster in single coat on rough (similar) side of 106.80 Sq.m. 173.09

single or half brick walls / concrete wall for interior plastering and finished

even and smooth in C. M. 1:4 (1 cement : 4 coarse sand) etc. complete for

First floor.

30 Providing 10 mm. thick cement plaster in single coat for plastering on ceiling 130.00 Sq.m. 150.80

and soffits of stairs and finished even and smooth in cement mortar 1:4 (1

cement : 4 sand) smooth finish etc. complete for Ground floor.

31 Providing 20mm thick sand faced cement plaster with 1 cm x 1 cm grooves as 455.60 Sq.m. 351.48

suggested by this office consisting of 12 mm thick backing coat of C.M. 1:3 (1

cement : 3 coarse sand) and 8 mm thick finishing coat of C.M. 1:1 (1 cement :

1 coarse sand) for all heights and as per pattern sample approved by the

architect or directed engineer in-charge

It. Rate in

Description of Item Qty. Unit Amount

No. figures

32 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 7.80 Rmt. 41.00

33 Applying two coats of acrylic lappy - putty & two coats of primer of approved 707.80 Sq.m. 40.59

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 smooth for all floors.

34 Wall painting (two coats) with plastic emulsion paint of approved brand and 577.80 Sq.m. 78.90

manufacture on undecorated wall surface to give an even shade including

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth.

35 Wall painting (two coats) with plastic emulsion paint of approved brand and 130.00 Sq.m. 84.16

manufacture on undecorated ceiling surface to give an even shade including

throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered smooth.

36 Wall Painting (two coats) with weather proof acrylic emulsion paint of 455.60 Sq.m. 114.53

approved brand and manufacture and of required shade on exterior wall

surface to give an even shade over and including primary coat with alkali

resistance primer of approved brand after thoroughly brushing surface to

remove all dust and remains of loose powdered material etc. complete for all

37 Providing and laying broken china mosaic flooring for terrace using 12 mm to 122.00 Sq.m. 747.29

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. as directed.

38 Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 coarse sand 122.00 Sq.m. 330.88

: 4 graded stone aggregate 20mm nominal size) laid in one layer and finished

with a floating coat of neat cement. (B) 50 mm thick.

39 Providing plinth protection to building including excavation in ordinary soil and 100.40 Sq.m. 2227.05

laying cement concrete 1:3:6 using stone aggregates of 40mm nominal size in

foundation layer 100 mm thick below precast rubber dye inter locking concrete

block 60mm thick with grade of concrete M-200 pneumatic compressed by

mechanically pressed and as per approved design including 75mm sand

layer for levelling and filling the joint with sand in proper line and level etc.

complete including providing and fixing precast concrete kerb stone of grey

cement based concrete block 30cm length, 30cm height and 15cm thick of M-

250 grade concrete as per approved design and including excavation for fixing

in proper line and level, filling the joint with C.M. 1:3 (1 cement : 3 fine sand)

etc. complete.

40 Providing and fixing approved brand (30mm) Three track alluminium window 11.60 Sq.m. 3363.60

standard extruded colour anodized aliminium section with frame having frame

bottom member @ wt. of 1.223 Kg/Rmt, frame side and top member @ wt. of

1.685 Kg/Rmt with sliding shutters of single glass shutter top bottom member

@ wt. of 0.839 Kg/Rmt & side member @ wt.of 0.731 Kg/Rmt & Inter lock

member @ wt.of 0.731 Kg/Rmt with 5 mm thick transparent plain float glass in

shutter including fitting, fixtures, rubber gasket and transparent silicon sealant

as per drawing and instruction of Engineer in charge etc. completed for

window three track.

41 Providing and fixing in position standard extruded approved colour anodised 0.80 Sq.m. 2722.96

Aluminum Ventilation with outer frame 65 x 25 x 1.50 mm standard box frame

@ Wt 0.833 kg/Rmt with 5mm thick fixed ground glass fixed to alluminium

strip blade fixed or adjustable ventilation & including all required materials,

fixtures, fastenning, labours and equipments as per detailed drawing as

directed for Ventilators.

42 Providing and fixing 35 mm thick flush double door shutter with 100 x 50mm 6.00 Sq.m. 4682.36

wooden frame, solid core for durable grip of hinges & double shutter with

required 75 x 35mm wooden batten having 1mm thick pattern lamination on

both side, durable grip shall be providing with both side 60cm long stainless

steel handle, 2 tower bolts and aldrops including necessary locking system,

S.S. fixtures & fastenings etc. directed by engineer in charge.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

43 Providing and fixing 35 mm thick flush single door shutter, solid core for 8.40 Sq.m. 3881.43

durable grip of hinges & single shutter with required 75 x 35mm wooden

batten having 1mm thick pattern lamination on both side, durable grip shall be

providing with both side 60cm long stainless steel handle, 2 tower bolts and

aldrops including necessary locking system, S.S. fixtures & fastenings etc.

directed by engineer in charge.

44 Providing and fixing FRP frame size 100 x 50 mm and 35 mm thick (Fiber 3.80 Sq.m. 2363.40

Glass with PUF Injection) FRP depress panel Single or Double shutter having

extra reinforcement on sides & edges in gel coat finish. The core of the both

shutter & frame is to be filed up with injected fire retardant grade polyurethane

foam done in situ along with embedded wooden pieces for stiffening & also

taking hinges & fixtures. The whole FRP frame & single or double shutter is to

be waterproof, weatherproof, termite proof & resistance to mild acid/alkali.

Rates are to be inclusive of S.S hinges with necessary screws & S.S. fixtures

& fastenings & fastener sleeve. Colour and Shade approved by Engineer-in-

45 Providing & laying 24" x 24" GVT vitrified 8 mm thick tiles flooring over 20 mm 105.00 Sq.m. 1592.77

(average) base of cement mortar 1:6 (1 cement : 6 coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color cement slurry including

finished with flush pointing & cleaning the surface etc. complete shade

approved by directed engineer in-charge.

46 Providing and laying 60 x 60 cm GVT vitrified 8 mm thick tiles risers of steps, 10.00 Sq.m. 1233.21

skirting, dedo of cement mortar 1:3 (1cement : 3 coarse sand) and jointed with

by adhesive materials including colour cement slurry including finished with

flush pointing & cleaning the surface etc. complete for including colour

approved by directed.

47 Providing & laying antiskid ceramic tiles 30 x 30 cm size 6 mm thick in flooring 5.00 Sq.m. 957.63

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

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

48 Providing and laying premium printed glazed tiles size 30 x 60 cm x 8 mm 49.20 Sq.m. 1417.36

thick in skirting risers of steps and dedo on 10 mm thick cement plaster 1:3 (1

cement : 3 coarse sand) and jointed with colour cement slurry etc. completed.

49 Providing and laying machine cut, free edges, machine Green Marble Slab 18 4.40 Sq.m. 944.35

to 20 mm finished treads and risers in length with 1cm projecting nozing

rounded moulding in treads laid over 20 mm (av.) thick of C.M. 1:6 on treads

and 10mm thick C.M. 1:3 on risers jointed with grey or colour cement slurry

including rubbing and polishing including making three Nos. of grooves of size

3mm x 3mm along the length of treads etc. complete

50 Providing and fixing frosted finished 600mm x 1200mm glass urinal partition 1.60 Sq.m. 6008.49

with crystalline Dhar polish on exposed edges, supported by SS legs and

fitting bracket clamp with cut holes and silicon grouting, including all

accessories and labor charges directed by the engineering in charge etc.

51 Providing and fixing mirror polished 18 mm thick Green Marble stone with full 51.00 Sq.m. 2271.49

round edge and polished of approved quality in cladding on sill and around the

doors/ windows/ ventilation with 12 mm thick cement mortar C.M. (1:4) and

fixing with cement slurry & adhesive including moulding of exposed edges as

directed by engineering in charge etc. complete.

52 Providing and fixing M.S. Safety grills having 16mm solid MS square bar 36.40 Sq.m. 2132.11

horizontally at every equal 0.10m C/C distance and 2 no of bar Vertically at

every equal 0.375m C/C distance fixing on around (5 x 40) mm Solid MS Patti

including cutting, welding and fabrication etc. including one coat of primer of

approved quality and two coats of oil painting as per detail drawing etc.

complete as per directed Engineer in charge.

53 Providing, erecting and fixing double coated PVC (I.S.I.) water tank of required 10000.00 Litre 3.95

capacity each with all necessary fittings and connection etc. complete on

terrace as directed.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

54 Providing, laying and jointing in true line and level I.S.I. mark 50mm dia. 108.00 Rmt. 195.67

U.P.V.C (Sch-40) for cold water 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 all materials.

55 Providing, laying and jointing in true line and level I.S.I. mark 40mm dia. 68.00 Rmt. 148.12

U.P.V.C (Sch-40) for cold water 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 all materials.

56 Providing, laying and jointing in true line and level I.S.I. mark 25mm dia. 60.00 Rmt. 91.84

U.P.V.C (Sch-40) for cold water 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 all materials.

57 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. 30.00 Rmt. 72.65

U.P.V.C (Sch-40) for cold water 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 all materials.

58 Providing, laying and jointing in true line and level I.S.I. mark 160mm dia. 20.00 Rmt. 831.22

U.P.V.C. pipe (Type B) confirming to IS 13592-1992 with one end plain and

other end socketed with rubbering & fitting conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of

the size 160 mm diameter x 210 mm length x 196 mm height at every

mm center to center or shall be concealed in walls as directed including

necessary fittings such as bends, shoes etc. including testing of pipes and

joints and jointed with adhesive solvent cement including cost of all materials.

59 Providing, laying and jointing in true line and level I.S.I. mark 110mm dia. 40.00 Rmt. 835.15

U.P.V.C. pipe (Type B) confirming to IS 13592-1992 with one end plain and

other end socketed with rubbering & fitting conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of

the size 110 mm diameter x 149 mm length x 145 mm height at every

mm center to center or shall be concealed in walls as directed including

necessary fittings such as bends, shoes etc. including testing of pipes and

joints and jointed with adhesive solvent cement including cost of all materials.

60 Providing, laying and jointing in true line and level I.S.I. mark 75mm dia. 20.00 Rmt. 715.08

U.P.V.C. SWR Type B pipe confirming to IS 13592-1992 with one end plain

and other end socketed with rubbering and fitting conforming to ISI 14735-

1999 of approved make for drainage system pipe line, pipe shall be jointed

with each other with rubber lubricant, pipe shall be fixed on wall using of PVC

clamp at every 2000 mm c/c or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent cement including cost of all

materials.

61 Providing and fixing in position PVC SWR cowl vent to pipes (C) 75mm dia. as 2.00 No. 16.16

62 Providing and fixing in position PVC SWR cowl vent to pipes (B) 110mm dia. 8.00 No. 29.29

as directed.

63 Providing and fixing PVC SWR Nahni trap IS-14735 for drain - 100 mm 4.00 No. 558.36

diameter with jali of the following nominal diameter of self cleaning design with

C.I. screwed down or hinged grating including the cost of cutting and making

good the walls.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

64 Providing and fixing wash down water closet (European type W.C. pan) with 2.00 No. 2853.25

integral P and S trap including jointing the trap with soil pipe in cement mortar

1:1 (1 cement : 1 sand) including providing and fixing plastic seat cover for

wash down W.C. with C.P. brass hinges and rubber buffers back plastic seat

with a pair of C I or MS bracket with complete fitting such as lead valve siphon

15 mm dia brass ball valve with polythene float C.P. brass handle unions and

couplings for connection with inlet out let and over flow pipes 40 mm dia.

porcelain enameled flush bend including cutting holes in walls and making

good the same connection the flush bend with cistern and closet vitreous

65 Providing and fixing stainless steel grab 22 cm x 60 cm on door and 2.00 No. 1492.78

handicapped toilet including all fixture and accessory etc completed as per

directed engineer in charge.

66 Providing and fixing ball cock of approved quality as directed. (A) Copper 4.00 No. 189.84

Metal (iv) 50mm dia.

67 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 2.00 No. 1978.59

brackets painted white including cutting holes and making good the same

including brass waste and M I fisher union fittings including PVC connection

and waste pipe & all necessary fittings for all floor (A) Vitreous China (ii) Flat

Back washbasin 550 mm x 400mm size. (i) In white colour.

68 Providing and fixing 600mm x 450mm beveled edge mirror of superior glass 2.00 No. 833.73

mounted on 6mm the A.C. sheet or plywood sheet & fixing to wooden plugs

with C.P. brass screws and washers.

69 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 2.00 No. 603.19

fixed to wooden plugs with C.P. brass screws (B) 600mm x 20 mm size.

70 Providing and fixing screw down bib taps of following size. (A) Brass screw 4.00 No. 186.83

down bib tap polished bright. (i) 15mm dia. as directed by Engineer in charge.

71 Providing and fixing Urinal of approved quality including connection with trap 2.00 No. 1557.35

and with integral longitudinal flush pipe. (A) Squatting plate pattern white

earthenware 550mm x 300mm.

72 Providing and laying (to level or slopes) and jointing reinforced concrete light 347.00 Rmt. 665.48

duty non pressure pipes I.S. Class NP-2 of the following internal diameter with

collars and butt ends prepared for collar joints including testing of joints

complete. (D) 300mm dia.

73 Providing and fixing S.W. Gully trap with C.I. grating brick masonry chamber 2.00 No. 1246.92

and water tight C.I. cover with frame of 300 x 300 mm size (inside) with

standard weight (i) square mouth traps (B) 150 mm x 100 mm size P or R

74 Constructing brick masonary chamber for underground C.I. Inspection 22.00 No. 3223.92

chamber and bends with bricks having crushing strength not less than 35 Kg.

Cm2 in C.M. 1:5 precast RCC cover 455mm x 610mm internal dimensions

with frame (R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand :

graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished smooth with a floating coat of

neat cement on walls and bed concrete etc. complete (i) inside dimension

455mm x 610 mm and 450mm deep for single pipe line.

75 Constructing brick masonry chamber for underground C.I. Inspection chamber 16.00 No. 3933.95

and bends with bricks having crushing strength not less than 35 Kg. cm2 in

C.M. 1:5 precast RCC cover 500mm x 700mm internal dimensions with frame

(R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick

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

walls and bed concrete etc. complete (i) Inside dimensions 500mm x 700mm

and 450mm deep for single pipe line.

76 Extra over items for every additional depth of 0.1 m or part thereof beyond 10.00 No. 242.39

450mm depth for brick masonary chamber (i) for 455mm x 610mm.

77 Extra over items for every additional depth of 0.1 m or part thereof beyond 10.00 No. 264.86

450mm depth for brick masonary chamber (ii) for 500mm x 700mm.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

78 Providing and fixing M.S. ladder of required pattern with M.S. flats (30 x 3mm) 1000.00 Kg. 101.00

or round or square bars (12mm) at required spacing & with round headed

bolts and nuts or screws or welding including primer coat or approved quality

and two coat of oil paint as directed by Engineer in charge.

79 Constructing drinking / Hand wash platform of 18 mm thick Polished Black 2.40 Sq.m. 5248.97

Granite having 0.45m width and 0.60m height including 0.60m support at

every 0.7m c/c with cementing materials / adhesives including making

necessary grooves in walls with all labour material of approved quality

including full moulded round front edge granite strip of one side polished and

jointed with grey cement slurry including rubbing and polishing etc. complete

for all floors.

80 Providing and fixing in position 300 mm high, 150 mm wide English letters 40.00 No. 1333.20

made from 1.0 mm thick stainless steel sheet as directed by Engineer in

charge with all necessary tools & plants etc. complete.

81 Providing and fixing in position 150 mm high, English letters made from 1.0 40.00 No. 686.80

mm thick stainless steel sheet as directed by Engineer in charge with all

necessary tools & plants etc. complete.

82 Providing and fixing of Ridge flashing for roof panel shall be made out of 0.5 35.80 Sq.m. 515.20

mm thick pre coated G.I. sheet. The precoated sheet shall be of minimum

mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of

minimum 120 gsm as per IS:277:1992, 5-7 microns epoxy primer on both side

of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall have

plastic protective guard film of minimum 25 microns to avoid scratches during

transportation. The ridge shall be fixed to the steel members by pop rivet or

self drilling / self stitching fasteners @ maximum 450 mm c/c along length of

capping / flashing etc complete.

83 Steel work, welded in built up sections framed work including cutting, hoisting, 892.60 Kg. 90.48

fixing in position and applying a priming coat of read lead paint. (A) In beam

and joists, channels, angles, tees, flats, with connecting plate or angle cleat

as in main and cross beam. Hip and jack rafters, purlins connected to

common rafters and the like.

84 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse 2.00 No. 11029.97

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 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) (1) A type depth

0.90 Metre for 150mm diameter sewer.

85 Box cutting the road surface to proper slop and camber for making a base of 96.00 Cum 104.20

road work including removing the excavated stuff and depositing on the road

side slope as directed for all lead and lift.

86 Providing, laying and compacting natural sand & gravel [C.B.R. not less than 14.00 Cum 710.03

20%] below sub base course including carriage of materials spreading in

uniform layer manually on prepared base and compacted with vibratory roller

to achieve desired density including all materials, labour etc. complete.

87 Construction of granular sub-base 150 mm thick by providing coarse graded 33.00 Cum 939.30

machine crushed B.T. material satisfying MOST specification of grading-I

(B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to 4.75 mm - 45% and

2.36 mm below 20%) including spreading in uniform layer with motor grader

on prepared surface, mixing by mix in place method with rotavator at OMC

and compacting with vibratory roller to achieve the desired density etc.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

88 Providing and laying wet mix macadam base course 250 mm thick in two 30.00 Cum 998.89

layers using machine crushed B.T. chips as per required gradation mixing with

required optimum quantity of water, conveying the mix to site of work,

spreading in to grade and camber with mechanical paver and consolidation

each layer with vibratory roller including cost of material labour plant and

equipment etc. complete.

89 Compaction and finishing of cement concrete road by trimix process 123.00 Sq.m. 65.65

providing extra labour charges for the trimix vacume dewatering service

process on cement concrete road surface by using vacuum dewatering pump

floater surface vibrator including making groves and rough finish to surface

including leveling etc complete.

90 Providing and fixing precast Rubber Dye / steel Dye inter locking concrete 84.00 Sq.m. 685.42

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 guidelines of IRC : SP 63-2018 etc. complete.

91 Providing and laying homogeneous Grey cement based concrete kerbing of 70.00 Rmt. 361.64

size 30 cm x 30 cm x 10 cm size as per detailed drawing having grade of

concrete M-25 grade, including necessary excavation, BBCC 1:5:10 7.5 cm as

per detailed drawing fixing in line and level, filling joints in CM 1:3 with smooth

finished, white washing three coats etc. complete as directed by Engineer in

92 Providing and supplying high-back chair with a durable metal frame work, 2.00 No. 10453.50

upholstered with artificial leather / leatherette and molded PU foam. The chair

shall include molded seat and back covers, with the back foam ergonomically

contoured to provide lumbar support for enhanced comfort. The chair shall be

equipped with high-durability casters and a hydraulic system. It must feature a

gas lift cylinder with a minimum 5-year warranty. The overall dimensions of the

chair shall be approximately 53 cm (W) x 79 cm (H) for the back, and 51 cm

(W) x 49 cm (D) for the seat. The PU foam shall be molded with a density of

45 ± 2 kg/m³. The chair shall have one-piece armrests that are scratch and

weather resistant. It shall be equipped with a permanent contact mechanism

allowing 360° rotation, 12° seat tilt and 19° back tilt with a front pivot for tilting,

ensuring the user's feet remain on the ground for added comfort. Additional

features shall include tilt tension adjustment, static seat depth adjustment of

0.5 cm, 5-position locking system and an anti-shock back mechanism to

prevent sudden impact when the backrest lock is

released. It shall be confirmed and approved in advance by the Architect,

along with a description and image, or as directed by the Engineer-in-charge.

93 Providing and supplying visitor or guest chair with seat and back made of 12.00 No. 4413.70

12mm thick hot-pressed plywood, upholstered with changeable fabric

upholstery covers (as per requirement) and molded PU foam, along with

molded seat and back covers. The back foam shall be contoured to provide

lumbar support for enhanced comfort. The chair dimensions shall be

approximately 45 cm (W) × 38 cm (H) for the back, and 45 cm (W) × 43 cm

(D) for the seat. The PU foam shall be molded with a density of 45 ± 2 kg/m³.

The armrests and legs shall be fabricated from powder-coated mild steel (MS)

fixed to the MS structure using all necessary hardware. It shall be confirmed

and approved in advance by the Architect, along with a description and image,

or as directed by the Engineer-in-charge.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

94 Providing and Arranging MEDIUM BACK CHAIR (OVER HANGING ARM) 2.00 No. 5807.50

Overall Size: (H) 900/455 x (W) 500 x (D) 560mm. Low back chair made out of

nylon in 5-pronged base, high density injection moulded PU with fabric

upholstery in seat pan and ergonomically contoured backrest to comfort the

user with synchro tilt mechanism with fixed type PU padded arm rest. The

height adjustment of the chair should be done with gas lift with 100 mm travel

for quick and comfortable height adjustment. It should be maintenance free

and should be tested for over 50,000 cycles using stringent quality assurance

system. The mechanism should be with 2 position locking mechanism.

Polyurethane armrests confirming to IS standard and fabric as per the

technical specifications mentioned above should be provided in the chairs etc.

complete as per drawing and instruction of Engineer-in charge.

95 Providing and supplying Centre Table / Corner Table / Tipoi with Glass top, 1.00 Sq.m. 15630.76

made with 19mm thick plywood (M1) structure, finished with 1.0 mm thick

decorative laminate sheet (M24) as specified and approved by the Architect,

and fixed with necessary fixtures and fastening (Hardware) (M14). The table

shall rest on four solid wooden legs of size 50mm x 50mm made from C.P.

teakwood (M5). A 50mm x 50mm wooden frame shall be provided at the top

for support. Over this frame, a 75mm wide plywood patta (M1) shall be fixed

on all sides, finished with approved melamine polish (M29). The patta shall

have a 2 mm wide groove to securely hold an 8 mm thick toughened glass top

(M27) with polished edges. Internal MS support bars and a center stiffener

shall be provided as per drawing for structural stability. Table size shall be

mm (L) x 500 mm (W) x 450 mm (H). Complete as per Architect’s drawing and

as per instructions of the Architect & Engineer-in-charge.

96 Providing, supplying, delivering and fixing Executive Office Table of approved 4.00 Sq.m. 20705.00

design and size ( 900 (W) × 750 (H)) mm manufactured from 25 mm thick

BWP Grade IS:710 plywood for the table top and 19 mm thick BWP Grade

plywood for side panels, modesty panel, drawer units and all structural

members, finished with 1.0 mm thick premium decorative laminate on all

exposed surfaces and balancing laminate on internal surfaces, complete with

2 mm PVC edge banding to exposed edges, double pedestal storage with four

drawers (two on each side) and three central utility drawers, heavy-duty

telescopic ball-bearing drawer channels, central locking arrangement, SS

powder coated / antique finish handles, cable management grommet,

adjustable nylon levelling feet, decorative mouldings, all necessary screws,

fittings and hardware of approved make (Hettich / Häfele / Ebco or

equivalent), including cutting, edge finishing, polishing, transportation, loading,

unloading, assembly, installation, testing and commissioning, and all labour,

materials, tools, taxes and incidental charges complete as per approved drawings and the direction of the Engineer-in-charge.

97 Providing, supplying, delivering and fixing low-height Executive Storage 10.00 Sq.m. 15655.00

Cabinet (600 mm w x 750 mm H) of approved design and size, fabricated from

19 mm thick BWP Grade IS:710 plywood for top, sides, bottom, shelves,

partitions and shutters, with 6 mm BWP plywood back panel, finished with

mm thick premium decorative laminate on all exposed surfaces and balancing

laminate on internal surfaces, complete with 2 mm thick PVC edge banding on

exposed edges, lockable hinged shutters with adjustable shelves, central

drawer unit comprising utility drawers fitted with heavy-duty telescopic ball-

bearing channels, soft-close SS hinges, SS / Aluminium handles, cam locks,

adjustable nylon levelling feet, all necessary screws, fittings and hardware of

approved make (Hettich / Häfele / Ebco or equivalent), including cutting, edge

finishing, polishing, transportation, loading, unloading, assembly, installation

and all labour, materials, tools, taxes and incidental charges complete as per

approved drawings and directions of the Engineer-in-charge.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

98 Providing, supplying, delivering and fixing Wall Mounted Glass Storage 10.00 Sq.m. 12625.00

Cabinet (500 mm W x 600 mm H) of approved design and dimensions,

fabricated from 19 mm thick BWP Grade IS:710 plywood for top, bottom,

sides, shelves and partitions with 6 mm thick BWP plywood back panel,

finished with 1.0 mm thick premium decorative laminate on all exposed

surfaces and balancing laminate on internal surfaces, complete with 2 mm

thick PVC edge banding on exposed edges, 5 mm thick clear toughened glass

shutters with powder-coated aluminium frame (or frameless glass with SS

patch fittings as approved), adjustable shelves, soft-close SS hinges, SS

handles, cam locks, wall mounting with heavy-duty MS brackets/anchor

fasteners, all necessary screws, fittings and hardware of approved make

(Hettich / Häfele / Ebco or equivalent), including cutting, edge finishing,

transportation, loading, unloading, installation, alignment, testing and all

labour, materials, tools, taxes and incidental charges complete as per

approved drawings and directions of the Engineer-in-charge.

99 Providing, supplying, transporting, erecting and commissioning Insemination 2.00 No. 35350.00

Crate cum Travis Lifting Machine suitable for safe restraining and lifting of

cattle/buffalo during artificial insemination, veterinary treatment, hoof trimming

and pregnancy diagnosis, overall size 2200 x 900 x 2200 mm, fabricated from

heavy-duty MS seamless tubes conforming to IS 1161 using 50 NB, 40 NB

and 32 NB tube sections, complete with front and rear swing gates, adjustable

side panels, belly support arrangement, locking chains, lifting eyes, restraining

rings, anti-slip floor support, heavy-duty chain pulley / block lifting mechanism,

locking pins, hinges, bushes, clamps, fasteners and all necessary

accessories, designed for a safe working load of 800–1000 kg, finished with

proper surface preparation followed by one coat of zinc-rich metal primer and

two coats of synthetic enamel paint or epoxy / powder-coated finish of

approved colour, including all welding, grinding, fabrication, loading,

unloading, transportation, erection, testing, commissioning and all labour,

materials, tools, tackles and incidental charges complete as per approved drawings,

specifications and the directions of the Engineer-in-charge.

Electrical Items

100 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 32.00 Pts. 582.77

(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 lll.

101 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both 16.00 Pts. 809.01

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

102 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin 18.00 Pts. 309.06

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 lll

103 Providing following type of Modular Type Accessories mounted with PVC /

metallic / Wooden box, single mounting base frame covered with textured /

metallic / white front plate, modules erected with necessary connections as

per site situation directed by Engineer In charge.

(7) Blank Plate Single Cat.III 40.00 Nos. 25.25

(4) TV Co-axial Socket outlet Cat. lll 8.00 Nos. 160.59

It. Rate in

Description of Item Qty. Unit Amount

No. figures

(9) 16 Amp. SP one way switch Cat.III 8.00 Nos. 180.79

(10) 6/16Amp. Universal socket Cat.III 8.00 Nos. 199.98

104 Providing and erecting ISI mark Medium class RIGID PVC PIPES of following 100.00 Mtr. 24.24

size complete to be erected on / in wall or ceiling erected with necessary PVC

fittings & Junction boxes fixed with adhesive solution & clamps with following

dia of pipes, in approved manner as directed (a) 20 mm

105 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 318.00 Mtr. 104.03

marked stranded Copper conductor wire in following type of pipe to be erected

concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS

PVC insulated stranded wire of green colour for earth continuity of following

size. (A) with medium class Rigid PVC pipe and accessories (b) 2 wire

106 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI

marked stranded Copper conductor wire in following type of pipe to be erected

in / on wall / ceiling with 2.5 sq. mm copper conductor FRLS PVC insulated

stranded wire of green colour for earth continuity of following size Cat.III (A)

with medium class Rigid PVC pipe and accessories.

(a) 2 wire 4 sq. mm 34.00 Mtr. 140.39

(h) 4 wire 6 sq. mm 50.00 Mtr. 326.23

107 Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv 72.00 Mtr. 58.58

grade ISI marked copper wires of following size to be erected as directed. (e)

1.50 Sq.mm 3 core round PVC sheathed

108 Providing & erecting approved make following size of TV Co-axial flexible 50.00 Mtr 62.62

cable comprising inner conductor of solid bare copper insulated with Foam PE

& Secondary conductor made of poly - Aluminium film bonded Al. Braids @

suitable coverage overall sheathed with black PVC insulation. (e) RG-11

109 Decorative call bell Ting-tong box type 250 volts complete erected 2.00 Nos. 71.71

110 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 24.00 Nos. 535.30

0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall

be made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast

powder coated and high U.V. & corrosion resistance with diffuser with

company mark/name 160V to 270V, Power Factor more than 0.95, THD <

15%, CCT 3000 K to 6500K, Luminaire efficacy> 85 lumens/watt, LED

LED driver efficiency > 85% (fitting required LM-79 & LM-80 Certificates)

(NOTE: Below description have shown ranges of Wattage capacity of LED

ranges shown) (A) Tube Light with integral driver (v) 36-40 Watts, Surge-2 KV,

IP-20, conventional 4 feet Cat lll

111 Supplying and erecting led lamps with following wattage capacity of 220 to 2.00 Nos. 112.11

240 voltage, minimum 15000 burning hours life, 500 V in built-surge

protection, Polycarbonate diffuser, mounting suitable for E14 / E27 / B22 lamp

holders, pf >= 0.5 (A) LED Lamps integral type, with PC diffuser suitable

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

holder (ii) 5 to 8 watts Cat. lll

112 Supplying and erecting LED street light / Flood light fittings with High power 12.00 Nos. 4248.06

White LEDs wattage of 3 Watt and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses, with toughened

glass with company mark / name engraved or embossed 160 to 270 V, Power

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

>0.45, Luminaire efficacy> 100 lumens/watt. LED driver efficiency > 85%.

(fittings required LM-79 & LM-80 certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer incharge may

65), Surge protection -4KV integral and Light must have 440VAC line supply

with over-voltage protection. (ii) above 48 to 59 Watts Cat lll

It. Rate in

Description of Item Qty. Unit Amount

No. figures

113 Providing and erecting Miniature circuit breaker single pole 0.5A to 2A system 12.00 Nos. 297.95

and having breaking capacity 10 KA to be erected in existing box confirming to

IS 8828/1996 with ISI Mark Cat lll

114 Providing and erecting Miniature circuit breaker single pole 6A to 25A suitable 24.00 Nos. 123.22

to operate on 240 V A.C. system and having breaking capacity 10 KA to be

erected in existing box confirming to IS 8828/1996 with ISI Mark Cat lll

115 Providing & erecting 240 V MCB double pole switch for motor & inductive load 6.00 Nos. 362.59

(C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing

box having following capacity (B) 40 Amp. Cat.III

116 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C 4.00 Nos. 811.03

Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box

having following capacity (c) 63 Amp. Cat lll

117 Plastic enclosure fitted with DIN rail suitable for incorporating One / Two nos. 2.00 Nos. 52.52

118 Providing and erecting Sheet Steel powder coated MCB distribution board - 2.00 Nos. 2339.16

flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail,

Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house

appropriate nos. of MCBs. (The DBs should be used of same company of

MCB to be used) suitable for (B) three phase incoming and single phase

horizontal type outgoing per phase isolation type (PPI) (b) sheet steel double

door (iii) 8 way

119 Providing and erecting Approved make RCCBs conforming to IS: 12640 and 6.00 Nos. 2458.34

having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and

suitable for operation on single phase 240 V, 50Hz. having characteristic of

quick action & tripping with all advance feature & do not incorporate any

electronic component for following Max. rating erected as directed (ii)

Amps. DP Cat lll

120 Providing and erecting HOT deep Galvanised iron strip wire 4.064mm to 16.00 Kg. 77.77

121 Supplying & erecting in earthpit of minimum bore dia. 225mm size approved 4.00 Nos. 5842.85

make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS

3043-1987 made of corrosion free hot dipped G.I. Pipes having Outer pipe dia

of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having

200-250 Micron galvanising, connection terminal dia of 14 mm with constant

ohmic value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and heavy

duty cover.(approved make OEM has to submit test certificate including value

of earth resistane of installation. [A] For electrical installation up to 440 V

Length of Pipe - 1 Mtr Back filling compound - 1 Nos. of Bag of 15 Kgs.

122 Providing and erecting Pipe type earthing having 150 cms.long and 2.5 cms. 12.00 Nos. 368.65

dia. galvanised iron pipe with coupling and buch buried in specially prepared

earth pit complete with necessary 8 SWG earth wire.

123 For using salt and charcoal / coke as required for pipe type earthing. 12.00 Nos. 171.70

124 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand / 280.00 Mtr 151.50

Solid Aluminium conductor for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench / pipe of following size of cables (B) 4 core

125 Making trench in soft soil of suitable width of 90 cm deep for laying cable or 250.00 Mtr. 55.55

locating the fault all over the run and back filling the same and making the

surface as normal ground.

126 Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or 20.00 Mtr. 74.74

required depth for laying any size of cable or locating the fault all over the run

and back filling the same and making the surface as normal ground.

127 Providing & laying approved make ISI marked HDPE 6Kg / cm2 (Class-3) as 260.00 Mtr. 108.07

per IS:4984:1995 PE-80 to be erected at road crossing on or floor as

directed for laying of cable. The pipes as following size of dia & weight per

mtr. (A) 40 mm inner dia.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

128 Providing and fixing heavy duty flange type brass cable gland with rubber ring 24.00 Nos. 38.38

for PVC insulated armoured cable complete with out going tails, insulating

tape etc for following size of cables. (b) 2 to 4 core 6 Sq. mm

129 Solder less crimping type Aluminium lugs conforming to IS suitable for cable 96.00 Nos. 6.06

of following size evenly crimped with high pressure tool & connected to

switchgear terminals with brass / cadmium plated nut bolts in an approved

manner. (A) 1.5/ 2.5/4/6 Sq.mm

130 Providing & erecting Approved make Ceiling Fan with double ball bearing ISI 12.00 Nos. 1738.21

mark with condenser A.C.230V 50 Hz. 1400 mm. sweep complete, canopy

erected on existing hook or clamp with earthing [Make shall be approved by

Engineer in charge]

131 Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe 12.00 Mtr. 108.07

down rod erected duly painted for fan complete with proper insulation without

leakage and earthing.

132 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the 12.00 Nos. 108.07

RCC bars up to 50mm length each side and pierced through a 16 Gauge M.S.

box / Heavy Duty PVC box complete erected concealed in Ceiling with

necessary finishing.

133 Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or Fan 12.00 Nos. 18.18

134 Supplying & erecting approved make low noise decorative exhaust fan having 2.00 Nos. 1366.53

square frame ABS body with inbuilt lowers & square frame. 200mm with

RPM Cat.II

135 Supplying and erecting approved make Octagonal pole made from HR sheet 12.00 Nos. 7561.87

steel. The pole should be made as per IS and shall be coated with hot dip

galvanizing as per IS 2629/2633/4759, suitable suspend local wind speed with

integral Junction box consist of terminal plate of min 6mm Hylam sheet,

standard profile 35mm x 7.5mm Din-Rail for MCB Mounting, stud type terminal

and arrangement for cable termination to be erected with suitable foundation

(included) as per details given by manufacturer considering site requirement.

(C) 5 Mtr. Long 70 mm top x 130 mm bottom dia, 3 mm thickness with 200mm

x 200mm x 12mm base plate, 4-M16 Bolts and 600mm long with necessary

G.I. J Bolts. Approx Pole weight 46 kg

136 Supplying and erecting Street light pole bracket comprising main B Class MS 12.00 Nos. 450.46

pipe of 4.2 cm/require outside dia. complete with suitable B Class M.S. sleeve

tubing of approx. 45cms.length and suitable for 76.5mm / 80mm / require size

of pole top having nuts and bolts for fixing the brackets and having spread of

0.5 mtr. Length with 110 deg.with vertical plane and suitable welded stiffener

reducer and nipple with check nut complete painted with one coat.of Red

oxide / PU base primer and two coats of Aluminium / PU paint. paint with

following nos of arms. [A] Single Arm bracket 0.5 Mtr

137 Supplying & erecting IP 55 grade following size section pillar fabricated from 2.00 Nos. 3595.60

joint less M.S. Sheet with angle iron legs made from jointless M.S. Angle with

cable clamps to be buried in ground to have appropriate erection to work

uniform until erected with cement concrete foundation and 45 cm high bricks

work finishing with plaster etc. hinged double door internally supported on

both side, with internal and outside looking arrangement with look and keys in

duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other

with nut and bolt for erecting Bakelite sheet. Painting the Section Pillar inside

and out side with three tank powder coated paint. section pillar roof should be

without joint with water leakage proof & tested as per IP 55 test & followed by

IS 2147 of 1962 (B) 75 x 60 x 45 cm section pillar fabricated from 16 Gauge

MS Sheet with angle iron legs 45 cm long made from 35 x 35 x 5 mm thick MS

138 Supplying and erecting HYLAM sheet on existing angle iron frame.for 2.70 Nos. 385.82

following thickness (A) 2mm

139 Providing & erecting open well type horizontal mono block pump set with 2.00 Nos. 10193.93

stainless steel body having following specification (C) 1 H.P. single phase

open well motor pump set suitable for 185 LPM discharge @ 25 mtr. head,

suitable for 32 mm dia. Delivery pipe with control panel. Cat-II

It. Rate in

Description of Item Qty. Unit Amount

No. figures

140 Supplying & erecting approved make motor control cubical panel (Direct - on - 2.00 Nos. 7722.46

line) made from 16 G. CRCA sheet duly epoxy powder painted inside and

outside with hinged doors and locking, arrangement consisting of suitable size

of ON- OFF isolator (AC - 3/23duty) main fuses, single phasing preventer,

indicating lamps for R- Y - B phases, overload relay, Automatic water level

wires duly socket crimped, main contactor & overload relay, start - stop push

buttons, to be erected on angle iron frame grouted on wall as directed. The

isolator, overload relay & contactors will be of L & T, Siemens or BCH make

only. (A) DOL up to 5.0 H.P.

141 Providing and erecting ISI marked PVC insulated PVC Sheathed Flat flexible 60.00 Mtr 146.45

Submersible copper cable approved make of following size. (C) 3 Core x

142 Providing Water proof straight Joint in PVC insulated flat flexible copper cable 4.00 Nos. 189.88

by using insulating material, water proofing material & making the joint

complete. (A) Up to 10Sq.mm

143 Supplying & erecting 5 stage single reverse osmosis water purification system 2.00 Nos. 15620.66

with M.S. powder coated frame, prefilter housing with 'O' ring presediment

filter GAC filter, carbon filter suitable buster DC pump capacity 80 psi, mention

with 40 psi inline type post carbon filter auto low & high pressure switches with

following size of storage tank & LPH capacity & erected as directed [B] 25 Ltr /

Hr with 30 Ltr. Storage Tank

TOTAL Rs.

i.e. Rs. Sixty Nine lacs Ninety Four thousand Two hundred Seventy Nine and Twenty Eight paisa only.

I/We am/are willing to carry out the work @ _______ __ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

Charge for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills.

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there

is a change as per actual mix design the cost of difference of cement consumption have been deducted from the

rate of original item at the rate of input rate mentioned in all the tender.

5. The Contractor will have to submit the all required mix design at his own cost before execution as

directed and to be approved from the Engineer in charge.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Dist. (R & B) Sub Division, Bharuch (R & B) Division, Bharuch (R & B) Division,

Bharuch Bharuch Bharuch