Construction of D type Residential Quarters for Mamlatdar at Jambusar Dist. Bharuch

No. figures

1 Excavation for foundation upto 1.50 mt depth including sorting out and 491.50 Cum 117.08

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 322.70 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 65.00 Cum 543.85

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

4 Filling available excavated earth (excluding rock) in trenches plinth side of 221.00 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. 89.00 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 5.38 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 73.20 Cum 3671.79

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

reinforced concrete work in Foundations, footings, base of columns, plinth

slab and mass concrete.

9 Providing and laying controlled cement concrete M-250 and curing complete 108.80 Cum 4400.57

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

reinforced concrete work in Foundations, footings & mass concrete.

10 Providing and laying controlled cement concrete M-250 and curing complete 10.20 Cum 7263.92

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

reinforced concrete work in Columns upto plinth level.

11 Providing and laying controlled cement concrete M-200 and curing complete 17.40 Cum 7203.32

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

reinforced concrete work in Columns for Ground floor.

12 Providing and laying controlled cement concrete M-250 and curing complete 23.90 Cum 5719.63

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

reinforced concrete work in Ground and plinth beams.

13 Providing and laying controlled cement concrete M-150 and curing complete 20.00 Cum 4951.02

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

reinforced concrete work in Plinth Slab.

14 Providing and laying controlled cement concrete M-200 and curing complete 18.00 Cum 5912.54

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

reinforced concrete work in Ground floor beams.

15 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 6502.38

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

reinforced concrete work in Chhajja for Ground floor.

16 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 5983.24

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

reinforced concrete work in Lintel for Ground floor.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

17 Providing and laying controlled cement concrete M-200 and curing complete 19.00 Cum 6304.42

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

reinforced concrete work in Ground floor Slab.

18 Providing and laying controlled cement concrete M-200 and curing complete 2.00 Cum 7242.71

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

reinforced concrete work in Staircases for Ground floor upto floor two level.

19 Providing and laying controlled cement concrete M-200 and curing complete 21.00 Cum 9923.61

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

reinforced concrete work in RCC vertical and horizontal wall for floor two level.

20 Providing and laying controlled cement concrete M-200 and curing complete 5.00 Cum 5510.56

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

reinforced concrete work in Coping on Ground floor.

21 Providing I.S.I. Mark T.M.T. bar Fe-550D bar reinforcement for R.C.C. work 25629.50 Kg. 94.99

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

22 Providing and fixing 90 cm high Stainless steel railing made from anti 11.00 Rmt. 3603.68

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

304 grade baluster of 38 mm dia. Box pipe (16 gauge) as a vertical support

fixed in RCC slab at 1.2m c/c including three horizontal S.S. pipes of 25 mm

dia (16 Gauge) at equal distance fixed by 18.75 mm dia (16 Gauge) S.S. pipe

with baluster including accessories as per detailed drawing as directed etc.

23 Providing, laying and fixing 60 cm Height M.S. Railing made from 5.00 Rmt. 827.19

anticorrosive up of RCC parapet wall on fixing hand railing 50 mm dia S.S.

304 grade (16 Gauge) M.S. round hollow pipe horizontal 3 Nos and 35mm

dia. vertical connection pipe 3 No. with all material, labour charge and

accessories as per requirement as directed by Engineer-in-charge etc.

24 Providing and laying brick work using common burnt clay building 47.00 Cum 4021.02

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

in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine sand)

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

25 Providing and laying brick work using common burnt clay building 65.10 Cum 4289.33

conventional type bricks having crushing strength not less than 35 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.

26 Providing and laying half brick work using common burnt clay building 55.00 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.

27 Providing and fixing 150 mm wide, approved quality chicken wire mesh at 25.00 Sq.m. 295.12

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 mala cement plaster in single coat on rough (similar) 489.00 Sq.m. 192.28

side of 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) with 1 x

cm grooves at junction of structural members etc. complete for Ground floor.

29 Providing 10 mm. thick mala trowel plaster in single coat for plastering on 121.00 Sq.m. 176.05

ceiling and soffits of stairs and finished with 1 x 1 cm grooves at junction of

structural members in cement mortar 1:4 (1 cement : 4 sand) with mala

finished of neat cement slurry etc. complete for Ground floor.

30 Providing 20mm thick sand faced double coat gutka plaster on walls with 1 x 669.60 Sq.m. 329.29

1 cm grooves 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

31 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 27.00 Rmt. 41.00

32 Applying two coats of acrylic lappy - putty & two coats of primer of approved 542.00 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.

33 Wall painting (two coats) with plastic emulsion paint of approved brand and 421.00 Sq.m. 60.69

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.

34 Wall painting (two coats) with plastic emulsion paint of approved brand and 121.00 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.

35 Finishing wall with weather proof 100% acrylic emulsion paint of approved 669.60 Sq.m. 114.53

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 heights.

36 Providing and laying water proofing treatment with broken china mosaic 117.00 Sq.m. 747.29

flooring for terrace using 12 mm to 20 mm broken pieces of glazed tiles to be

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

mortar 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.

37 Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 coarse 117.00 Sq.m. 330.88

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

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

38 Providing plinth protection to building including excavation in ordinary soil and 40.00 Sq.m. 1397.34

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.

39 Providing & fixing in position standard extruded Aluminum Four track (3 5.40 Sq.m. 4434.91

shutter + 1 Mosquito net shutter) with standard extruded colour anodized

alluminium section equivalent to Jindal Series E (30mm) Section Numbered :

Frame -Bottom with gutter -21198, Frame top & side-21204, Shutter top &

bottom 20993, Shutter Inter Lock -20550, Shutter Side (handle) -20553 with

5mm thick transparent tinted float glass with EPDM Rubber gasket, Air lock

strip and finishing, joint with section sealant, with power coated standard

alluminium fitting with as per window size including all required materials,

labours and equipments as per detailed drwg. as directed.

40 Providing & fixing in position standard extruded Aluminum Three track (2 8.21 Sq.m. 4423.80

shutter + 1 Mosquito net shutter) with standard extruded colour anodized

alluminium section equivalent to Jindal Series E (30mm) Section Numbered :

Frame -Bottom with gutter -21203, Frame Top & Side-20837, Shutter top &

bottom 20993, Shutter Inter Lock -20550, Shutter Side (handle) -20553 with

5mm thick transparent tinted float glass with EPDM Rubber gasket, Air lock

strip and finishing, joint with section sealant, with power coated standard

alluminium fitting with as per window size including all required materials

labours and equipments as per detailed drwg. as directed.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

41 Providing and fixing adjustable alluminium glass louver windows made of 0.72 Sq.m. 2565.91

standard extruded colour anodized alluminium section equivalent to Jindal

Section frame no. 21458 including 5mm thick frosted glass louvers of

standard make, complete with all fittings, fixtures, fixing, sealing and finishing

as per specifications and directions of Engineer in charge.

42 Providing and fixing 35 mm thick flush door solid core single shutter having 9.00 Sq.m. 3264.32

1mm thick lamination on both side and 35 mm x 12mm teak wood batten on

shutter with 2 nos 15cm long stainless steel handle, 1 No. S.S. stopper 20 cm

long of ASIS 304, 2 nos. S.S. Aldrop 20 cm long of ASIS 304 grade, 3 nos

S.S Hinges and necessary locking system, fixtures & fastenings etc. directed

by engineer in charge for single shutter.

43 Providing and fixing FRP frame size 100 x 50 mm and 35 mm thick FRP 4.00 Sq.m. 2362.39

depress panel single 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 & alluminum fixtures &

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

44 Providing & laying 600mm x 600mm GVT vitrified 8 mm thick tiles flooring 7.00 Sq.m. 1415.77

over 20 mm (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 Engineer in charge.

45 Providing and laying GVT Vitrified tiles 8 to 10 mm thick, 600mm x 600mm in 2.00 Sq.m. 1141.45

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

cement : 3-coarse sand) and jointed with white cement slurry.

46 Providing & laying Double charged Vitrified tiles of size 60cm x 60cm, 8 mm 60.00 Sq.m. 1506.92

thick of approved make and Dark shade in flooring over 20 mm average

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

surface or fixing on existing flooring with approved adhesive material

including dismentaling of existing flooring where required, preparing the

surface, laying tiles true to line and level, jointing with colored cement slurry

matching the tile shade, finishing the joints flush, curing and cleaning the

surface complete as per specifications and directions of Engineer in charge.

47 Providing and laying Double charged Vitrified tiles 8 to 10 mm thick, 60cm x 7.00 Sq.m. 1182.71

60cm in flooring, treads of 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.

48 Providing and laying 60cm x 45cm machine polished machine cut blue kota 29.00 Sq.m. 976.72

stone slab flooring over 20mm (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.

49 Providing and laying 60cm x 45cm machine polished blue kota stone slab 3.00 Sq.m. 1121.48

25mm thick in risers of steps, skirting, dedo and pillars laid on 10mm thick

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

slurry mixed with pigment to match the shade of slab including rubbing and

polishing etc. complete.

50 Providing and laying 60cm x 60 cm matt finish porcelain tiles of approved 6.00 Sq.m. 1525.10

make and shade, with 3mm wide grooves / joints, in flooring over prepared

base, fixed with approved cement based tiles adhesive, laid true to line, level

and pattern, including surface preparation, cutting and finishing edges and

jointing the tiles with approved epoxy grout of matching colour, finishing the

joints flush, curing wherever required and cleaning the surface complete as

per specifications and directions of Engineer in charge.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

51 Providing and laying coloured Digital printed glazed tiles of the size 300 mm x 27.00 Sq.m. 1417.36

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

cement : 3 coarse sand) & jointed with white cement slurry.

52 Providing and laying machine cut, free edges, machine polished Granite 23.00 Sq.m. 2154.33

stone 18mm thick finished treads and risers with 1cm projecting, nozing

rounded moulding in tread laid over 12 mm (av.) thick bases of cement

mortar 1:6 (1 cement : 6 coarse sand) 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.

53 Providing and fixing mirror polished 18 mm thick black Granite stone with full 26.00 Sq.m. 2020.00

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.

54 Providing and fixing Safety grills of required pattern for windows / Door using 564.00 Kg. 106.25

necessary M.S. angle / M.S. pipe, M.S. flats and other structural steel at

required spacing 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.

55 Providing, erecting and fixing double coated PVC (I.S.I.) water tank of 5000.00 Litre 3.95

required capacity each with all necessary fittings and connection etc.

complete on terrace as directed.

56 Providing, laying and jointing in true line and level I.S.I. mark 50mm dia. 45.00 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.

57 Providing, laying and jointing in true line and level I.S.I. mark 40mm dia. 20.00 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.

58 Providing, laying and jointing in true line and level I.S.I. mark 25mm dia. 10.00 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.

59 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. 20.00 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.

60 Providing, laying and jointing in true line and level I.S.I. mark 160mm dia. 5.00 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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

61 Providing, laying and jointing in true line and level I.S.I. mark 110mm dia. 20.00 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.

62 Providing, laying and jointing in true line and level I.S.I. mark 75mm dia. 10.00 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.

63 Providing and fixing in position PVC SWR cowl vent to pipes (C) 75mm dia. 16.00 No. 15.66

as directed.

64 Providing and fixing in position PVC SWR cowl vent to pipes (B) 110mm dia. 4.00 No. 28.79

as directed.

65 Providing and fixing PVC SWR Nahni trap IS-14735 for drain - 100 mm 4.00 No. 599.64

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.

66 Providing and fixing wash down water closet (European type W.C. pan) with 2.00 No. 3001.72

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

and including providing and fixing PVC flushing tank with a pair of C.I. or M.S.

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 china as

directed by Engineer in charge for all floors

67 Providing and fixing brass screw down stop tap (A) 15mm dia. as directed by 11.00 No. 205.83

Engineer in charge.

68 Providing and fixing ball cock of approved quality as directed. (A) Copper 1.00 No. 189.84

Metal (iv) 50mm dia.

69 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 2.00 No. 1546.18

brackets painted white including rubber plug, cutting holes and making good

the same but excluding fittings and also including rate of C.P. brass waste

for washbasin or sink (A) 32mm dia., M.I. fisher union for washbasin or sink

(A) 32mm dia. (A) Vitreous china (ii) Flat back washbasin 550 mm x 400mm

size. (i) In white colour.

70 Providing and fixing 600mm x 450mm beveled edge mirror of superior glass 3.00 No. 833.73

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

with C.P. brass screws and washers.

71 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 3.00 No. 603.19

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

72 Providing and fixing screw down bib taps of following size. (A) Brass screw 3.00 No. 214.81

down bib tap polished bright. (ii) 20mm dia. as directed by Engineer in charge.

73 Providing and fixing pillar tap, capstan head, screw down high pressure with 2.00 No. 308.73

screws, shanks and back nuts. (i) 15mm dia. as directed by Engineer in

It. Rate in

Description of Item Qty. Unit Amount

No. figures

74 Providing and laying (to level or slopes) and jointing reinforced concrete light 164.00 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.

75 Providing and laying (two level or slopes) and jointing with stiff mixture of 76.00 Rmt. 756.90

cement mortar in proportion 1:1, salt glazed stone ware pipes of pipes

150mm laying lime concrete 1:2:4 (1-Lime putty : 2 fine sand : 4-Graded

brick aggregates 40mm nominal size) bedding for stoneware pipes of

following internal diameters with necessary formwork and curing complete.

76 Providing and fixing S.W. Gully trap with C.I. grating brick masonry chamber 3.00 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

77 Constructing brick masonary chamber for underground C.I. Inspection 9.00 No. 3172.41

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.

78 Constructing brick masonry chamber for underground C.I. Inspection 6.00 No. 3883.45

chamber 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 :

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.

79 Extra over items for every additional depth of 0.1 m or part thereof beyond 3.00 No. 242.39

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

80 Extra over items for every additional depth of 0.1 m or part thereof beyond 3.00 No. 264.86

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

81 Providing and fixing M.S. ladder of required pattern with M.S. flats (30 x 3mm) 250.00 Kg. 111.10

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.

82 Constructing 90cm height Kitchen Platform of 18 mm thick Polished Black 5.00 Sq.m. 4100.60

Granite at top and 25 mm thick Kota stone slab one side polished at bottom

with cementing materials / adhesives including making necessary grooves in

walls with vertical sandwich two Kota stone 25 mm support every 60 cm

centre to centre or as required including 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.

83 Providing and fixing 25 mm thick polished kota stone shelves with full round 5.00 Sq.m. 667.61

edge and double side polished of any required and fixing with cement slurry &

adhesive including both exposed edges cut and smooth finished as directed

by Engineer in charge.

84 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white 1.00 No. 3586.51

including cutting holes in walls and making good the same but excluding

fittings. (C) Vitreous China sink. (i) 600mm x 450mm x 150mm size.

85 Providing and fixing Kitchen platform trolley having three drawers of SS (IS 5.00 Sq.m. 12432.09

304) of required size like thali, katleri, perforated, partition, cupsosar type in

kitchen platform having drawer front side and backside by using 19mm thick

all proof plywood of ISI quality all side laminated etc. as directed. The size of

SS (IS 304) basket of size 4" to 18" for thali, dish, katleri, perforated, partition,

cupsosar type as directed including necessary S.S. fittings, handles, nobs,

telescopic channels etc. as directed.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

86 Providing and fixing in position 150 mm high, English letters made from 1.0 50.00 No. 404.00

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

necessary tools & plants etc. complete.

87 Providing & fixing 25mm thick cupboards of plywood shutter including fixing 11.00 Sq.m. 3405.72

19 mm and 6mm thick back to back flush all proof plywood & including with

standard quality wood frame 50 mm x 50 mm size as directed etc. complete

including necessary both side lamination 1 mm thick outer side & 0.80mm

thick inner side fixing by necessary SS hinges, handles, magnet, stoppers,

etc. as directed including fevicol and other hardware material required.

Plywood and all fixtures shall be of ISI quality and as approved by engineer-in-

charge including cost of wood beading, one coat of primer and two coats of

oil painting or polishing as directed.

88 Providing and fixing to wall, ceiling and floor 10.0 kgF/cm2 working pressure 81.00 Rmt. 336.24

polythelene pipes of the following out side low density, complete with special

flange compression type fittings wall clamps etc. including making good the

wall, ceiling and floor (G) 110mm dia.

89 Providing and fixing to wall, ceiling and floor 10.0 kgF/cm2 working pressure 25.00 Rmt. 859.51

polythelene pipes of the following out side low density, complete with special

flange compression type fittings wall clamps etc. including making good the

wall, ceiling and floor (H) 160mm dia.

90 Providing junction for rain water junction chamber of size 0.60 x 0.60 x 0.75m 6.00 No. 9125.35

with excavation of size 1.96 x 1.96 m & 0.15m thick C.C.1:2:4 bed concrete

including brick masonary wall in C.M. 1:6 of 0.75m height & 0.23m thick with

15mm thick cement plaster inside & outside & 1.06 x 1.06 RCC (1:2:4) slab of

thickness 0.15m with CRS steel and 0.60m x 0.45m cast iron manhole cover

with frame weight not less than 35 kg as per directed by Engineer-in-charge.

91 Providing Filter chamber of brick work in C:M 1:6 of size 2.06m x 1.20m x 1.00 No. 16718.53

1.20m & excavation dimension of 2.66m x 1.81 x 1.35m including C.C 1:2:4

bed concrete of 0.15m thick including brick work in C.M. 1:6 for 23cm thick

wall including 15mm thick cement plaster inside & outside with cement slurry

& 10cm thick RCC 1:2:4 top cover with frame of minimum weight of 35 kg &

filling filter material kapchi in layers (25-40mm & 10-20mm) & B.T. metal

40mm & sand as per directed by Engineer-in-charge

92 Providing Recharging pit of size 2.0m dia. & 2.0m depth of water logging with 1.00 No. 13829.93

excavation filling the pit with gravel & sand in layers including making 300mm

dia bore depth of 4.5mt & above concrete with kapchi in layers (25-40mm &

10-20mm) & B.T. metal 40mm & filling brick as directed by Engineer-in-

93 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- 5.00 Cum 3481.28

graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth.

94 Constructing brick masonry chamber for underground C.I. Inspection 3.00 No. 7180.44

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

Cm2 in C.M. 1:5 C.I. cover with frame (light duty) 455mm x 610mm internal

dimensions, total weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg.) (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. (iii) Inside dimensions 600mm x 850 mm and 450mm deep for pipe

lines with three or more inlets.

95 Providing and laying Anti skid ceramic tiles 30cm x 30cm size 6mm thick in 25.00 Sq.m. 1525.10

flooring, treads of 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

96 Providing and laying glazed tiles of the size 30 cm x 60 cm x 6 mm thick in 60.00 Sq.m. 1417.36

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

cement : 3 coarse sand) & jointed with colour cement slurry.

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97 Providing and fixing C.I. Manhole cover 0.60m x 0.45 mt. size having weight 1.00 No. 958.17

not less than 35 kgs. etc. complete.

98 Providing and fixing rolling shutters of approved make made of 80 mm wide 5.00 Sq.m. 3503.41

M.S laths inter-locked together through heir entire length and jointed together

at the ends by end locks mounted on specially designed pipe shaft with

bracket plates, guide channels and arrangement for inside and outside

locking with push-pull operation including the cost of hood cover and sprig

etc. complete (A) Shutters having width below 3.5 mt.

99 Drilling pilot bore hole of size 250/300 mm at above site by mud flush direct 100.00 Rmt. 853.25

rotary rig.

100 Reaming of 250/300 mm dia. pilot bore hole to size 550 mm dia. including 15.00 Rmt. 527.95

assembling, lowering housing, casing strainer pipers with gravel packing and

clayball packing etc.

101 Development of each water bearing zone coming across the full depth of 1.00 No. 13212.90

tubewell by lowering 100 mm dia. drop line and 32 mm dia airline for each

water bearing Zone with suitable capacity air compressor up to availability of

sand free discharge.

102 900 CFM / 200 PSI capacity air compressor upto the availability of sand free 1.00 Job 27206.17

discharge for upto 250 mtrs.

103 Supply of M.S. E.R.W. plain end medium duty pipe confirming to IS 100.00 Rmt. 2440.64

4270/2001 with latest amendments of size 250 mm dia. (minimum thickness

104 Screen Slotting of MS ERW balance pipe with size of slot 6.75 cm x 6.35 cm 200.00 Slots 0.22

x 3.12 mm for 250 mm dia pipe.

105 Supply of miscellaneous bore material suitable to 250 mm dia pipes as 1.00 Pair 1912.70

following (A) M.S. bore clamps made from M.S. plate with 3 holes on either

side with nuts & bolts of std make of size 900 x 100 x 16 mm flat suitable for

250 mm dia pipe.

106 Supply of miscellaneous bore material suitable to 250 mm dia pipes as 1.00 No. 1385.64

following (B) M.S. Bore Plug having 100mm height made from M.S. plate with

3 holes at equal distance on circumference for nut-bolts type, locking

arrangement with nuts-bolts & lock nuts of std make complete from 5 mm

thick M.S. plate suitable for 250mm dia. pipe.

107 Supply of miscellaneous bore material suitable to 250 mm dia pipes as 1.00 No. 999.90

following (C) M.S. Bail plug having length 0.45 mtr from medium class pipe as

per I.S. suitable for 250 mm dia. pipe.

108 Supply of miscellaneous bore material suitable to 250 mm dia pipes as 168.00 No. 86.21

following (D) Steel bent plate suitable for ERW pipe for 250mm dia (size :

110 Electrologging of Pilot bore hole with carting. 1.00 Job 10665.60

111 Geohydrological ground water investigation including vehicle charges for 1.00 No. 14220.80

three phase DTH bore/DR tube well including water sample testing &

chemical analysis

112 Providing, supplying and commissioning ISI mark CI D/F Reflux Valves of 1.00 No. 4753.30

following class and diameter including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores stacking etc. complete. Reflux valves PN 1 IS 5312 with

ISI mark size: 100 mm

113 Providing and laying in trenches galvanised mild steel tubes (Medium grade) 100.00 Rmt. 919.80

of the following nominal bore and tube fitting (Earthwork in trenches to be

measured and paid for separately (H) 80mm

114 Box cutting the road surface to proper slop and camber for making a base of 186.00 Cum 104.20

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

side slope as directed for all lead and lift.

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115 Construction of granular sub-base 150 mm thick by providing coarse graded 60.00 Cum 1849.64

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.

116 Providing and laying wet mix macadam base course 250 mm thick in two 44.00 Cum 1748.42

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.

117 Compaction and finishing of cement concrete road by trimix M-250 process 289.00 Sq.m. 63.63

providing extra Labour charges for the trimix vacume dewatering service

process on cement concrete road sutface by using vacuum dewatering pump

floater surface vibrator including making groves and rough finish to surface

including leveling etc complete.

118 Providing and fixing precast Rubber Dye / steel Dye inter locking concrete 119.00 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.

119 Providing and laying homogeneous Grey cement based concrete kerbing of 100.00 Rmt. 361.64

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

concrete M25 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

120 Supplying FIRE bucket round bottom of 9 liters capacity made out of 24 8.00 No. 180.00

gauge G.I Sheet with extra handle at bottom duly painted white inside and

Red out side with FIRE mark. Filled with dry-sand and kept on existing stand

provided or hung on wall hook.

121 Supplying and erecting floor mounting stand for keeping four nos. of FIRE 2.00 No. 3500.00

buckets comprising 1500 mm in length, 900 mm height frame made out of

30mm x 30 mm x 4 mm angle iron with cross supports legs, welded with

hooks and duly painted with one coat of primer and two coats of approved

enamelled silver paint.

122 Supply, filling and fixing of following type of approved make fire extinguisher 8.00 No. 5000.00

CO2 type, Capacity 4.5 Kg. (conforming to IS-2878).

123 Design, Supply and installation of Safety Signage made of Zinc Sulphilde 2.70 Sq. 11.00

based glow in dark, Rigid sheet with High Luminous property enclosed in a inch

transperent weather proof UV stabilized plastic pasted on 3 mm thick clear

acrylic sheet such as EXITS, EMERGENCY EXIT, DO NOT USE LIFT

DURING FIRE, FLOOR MARKINGS, FIRE LIFT, STAIRCASE EXIT, FIRE

ALARM CALL POINT, FIRE HOSE REEL, FIRE HYDRANT POINT etc.

124 Supply, filling and fixing of following type of approved make fire extinguisher 8.00 No. 2600.00

Dry Powder type, Capacity 5 Kg. (conforming to IS-2171 with cylinder fully

125 Steel work, welded in built up sections framed work including cutting, 568.00 Kg. 90.48

hoisting, 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.

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126 Providing and fixing of Ridge flashing for roof panel shall be made out of 0.5 19.00 Sq.m. 858.67

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

240 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.

127 Providing and fixing decorative entrance sliding gate made out of cast iron 497.90 Kg. 162.61

and various mild steel tabular section combination, the MS gate with sliding

mechanism of all including pattern and die making, cutting, welding, grinding,

fabrication, fixing in position at compound wall with necessary pedestal,

bearing block and other locking arrangement. The entrance gate should be

painted with two coats of priming coat of paint and two coat of oil paint etc.

complete as per detail design and instruction of architect.

128 Providing and fixing concertina coil fencing with punched tape concertina coil 100.00 Rmt. 319.16

600 mm dia 10 mt openable length having 50 no rounds per 6 mt length, upto

3mt height of wall with existing angle iron (50mm x 50mm x 5mm) requird

shaped as per directed Engineer in charge, placed 2.4mt or 3.00mt apart and

with 4 horizontal R.B.T. reinforced barbed wire (3 mm), stud tied with G.I.

staples and G.I. clips to retain horizontal, including necessary bolts or G.I.

barbed wire tied to angle iron, all complete as per direction of Engineer-in-

charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) and

weight 43.478 gm/meter at compound wall for ESR M4/ intakewell.

Electrical Items

129 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 16.00 Pt. 485.81

(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

Point wiring for Light Point in Bath & W/C .Cat-III 2.00 Pt. 242.91

130 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both 6.00 Pt. 674.68

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

131 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both 5.00 Pt. 510.05

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 Cat-III

[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb db 6.00 Pt. 745.38

board. (f) with medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete Cat-III

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132 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin 8.00 Pt. 257.55

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

133 Point wiring for Two Way Controlled Light Point with 2-1.5 sq.mm & earth wire 2.00 Pt. 603.98

of 1.5 sq.mm (green) both are of .ISI marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires erected in below type of pipe with 6A

Modular type switches and following type of accessories 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 batten/angle holder or ceiling rose or H.D.Connector

as directed.(f) with medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete. Cat-III

134 Providing following type of Modular Type Accessories mounted with PVC / 1.00 Nos. 160.59

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(4) TV Co-axial Socket outlet

(7) Blank Plate Single.Cat-III 9.00 Nos. 25.25

(10) 6/16Amp. Universal socket Cat-III 3.00 Nos. 199.98

(14) 6A/ 10A/ 16A/ 20A/ 25A/ 32A Double Pole Modular MCB Switch Cat-III 3.00 Nos. 410.06

135 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 120.00 Mtr. 82.82

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 2.5 sq. mm

136 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 45.00 Mtr. 112.11

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

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

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

(a) with medium class Rigid PVC pipe and accessories (a) 2 wire 4 sq. mm

(h) 4 wire 6 sq. mm 45.00 Mtr. 260.58

137 Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv 69.00 Mtr. 46.46

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

1.50 Sq.mm 3 core round PVC sheathed

138 Providing & erecting approved make following size of TV Co-axial flexible 50.00 Mtr. 39.39

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. (b) RG-6

139 Decorative call bell Ting-tong box type 250 volts complete erected. 1.00 Nos. 71.71

140 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 7.00 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 fittings.The

shown) (A) Tube Light with integral driver. (v) 36 Watts, Surge-2 KV, IP-20,

conventional 4 feet Ca-III

141 Supplying and erecting led lamps with following wattage capacity of 220 to 8.00 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. (ii) 8 watts Cat-III

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142 Supplying and erecting LED street light / Flood light fittings with High power 13.00 Nos. 5976.17

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. (iii) Above 60 to 90 watts. Cat-III

(B) Flood Light (IP-65), Surge protection -4KV integral and Light must have 2.00 Nos. 9647.52

440VAC line supply with over-voltage protection. (vi) above 160 to 200 watts

(C) Post Top Lantern LED fitting comprises of finish cast aluminum spigot 2.00 Nos. 4819.72

and spun aluminum canopy fixed with opal polycarbonate, pipe arrangement

for vertical mounting driver and accessories wired upto terminal block.IP

(b) 40 W Cat-III

143 Providing and erecting Approved make Four pole moulded case circuit 1.00 Nos. 6790.43

breaker having breaking capacity ICU of 25 KA. at 415 V,having normal

current rating up to 25 A to 100A. with fixed thermal & magnetic release

suitable to work on A.C. supply 50 c/s. with all internal connections, spreader

tinned copper & complete erected in with enclosure 16 G.M.S. housing.

ICS=100% of ICU only Cat III

144 Providing and erecting busbar chamber confirming to IS-375 fabricated from 0.50 Rn.Mt 4421.78

16 G.M.S. sheet, dust & vermin proof having hinged door with rubber gasket r

and necessary busbar supports with COPPER busbar having current density

not more than 1.6 Amp. / sq.mm (Rated current / cross section area) duly

wrapped with colour insulation tape for phase sequence, three phase &

neutral each suitable for following current capacity with necessary painting

mounted on wall or pedestal frame of required size with necessary

connections. (A) Suitable for 63/100 Amp. capacity

145 Providing and erecting Miniature circuit breaker single pole 0.5A to 2A system 17.00 Nos. 270.68

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

to IS 8828/1996 with ISI Mark.Cat-III

146 Providing and erecting Miniature circuit breaker single pole 6A to 25A suitable 18.00 Nos. 112.11

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-III

147 Providing & erecting 240 V MCB double pole switch for lighting Load (B 1.00 Nos. 295.93

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

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

148 Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) 1.00 Nos. 578.73

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

following capacity.(a) 6 to 32 Amp. Cat-III

(b) 40 Amp. Cat-III 1.00 Nos. 638.32

149 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C 2.00 Nos. 668.62

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

having following capacity (b) 40 Amp. Cat-III

150 Plastic enclosure fitted with DIN rail suitable for incorporating Three /Four 2.00 Nos. 108.07

151 Sheets steel powder coated enclosure suitable for incorporating One/Two 4.00 Nos. 176.75

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152 Providing and erecting Sheet Steel powder coated MCB distribution board - 1.00 Nos. 2913.85

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 (ii) 6 way

153 Providing and erecting Approved make RCCBs conforming to IS: 12640 and 6.00 Nos. 1969.50

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. (i)

Amps. DP.Cat-III

154 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 5.00 Kg 77.77

155 Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron 10.00 Nos. 368.65

pipe with coupling and buch buried in specially prepared earth pit complete

with necessary 8 SWG earth wire.

156 For using salt and charcoal / coke as required for pipe type earthing. 10.00 Nos. 171.70

157 Supplying & erecting earth pit of minimum bore dia.150mm size approved 1.00 Nos. 4591.46

make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-

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

50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-

250 Micron galvanising, connection terminal dia of 12mm with constant ohmic

value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and heavy

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

filling compound of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 /

meter testing as per IEC 62561-2017, Voltage drop :- < 1 volt at no load & dry

form, Sulphar content :- <2% (C) Back fill Compound :- Earthing compound

should be capable to retain moisture for long time Necessary test report

must be submitted. (a) For Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr Back filling compound - 1 Nos Bag of 15 Kg.

158 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand / 355.00 Mtr. 126.25

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

159 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand 20.00 Mtr. 153.52

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

in existing trench / pipe of following size of cables. (A) 4 core 16 Sq. mm

160 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.

161 Providing & laying approved make Double walled corrugated pipes (DWC) of 254.00 Mtr. 62.62

polyethylene (conforming to IS 14930 II) with necessary connecting

accessories of same material at required depth in existing trench for laying of

cable below ground / road surface for enclosing cable (A) 50 mm Outer dia.

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

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

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

(D) 2 to 4 core 16 Sq. mm 2.00 Nos. 47.47

163 Solder less crimping type Aluminium lugs conforming to IS suitable for cable 88.00 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

(C) 16/25 Sq.mm. 8.00 Nos. 15.15

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164 Providing & erecting Approved make Power Saving 50 Watt Ceiling Fan with 6.00 Nos. 1948.29

double ball bearing ISI mark with Condenser 230 volt A.C. 50 Hz 1200 mm

sweep complete having 3 blades with aluminium blades with, canopy &

cm. down rod erected with earthing. (Make shall be approved by Engineer in

165 Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe 6.00 Mtr. 108.07

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

leakage and earthing.

166 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the 6.00 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.

167 Supplying and erecting approved make Octagonal pole made from HR sheet 10.00 Nos. 8192.11

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 (D) 6 Mtr. Long 70 mm top x 135 mm bottom dia, 3 mm

thickness with 200mm x 200mm x 12mm base plate, 4-M20 Bolts and

600mm long with necessary G.I. J Bolts. Approx Pole weight 59 kg

168 Supplying & erecting approved make SMC press moulded composite FRP 4.00 Nos. 476.72

loop-in, loop-out approx. 2mm thick box complete with Bakelite connector

strip 5way (3P+N+E), DIN rail for mounting mob & hinged doors as per

requirement having locking arrangements with mounting clamp with nuts,

bolts & washers suitable for erection on pole with cable clamps & earth bolt of

following size of box. (c) 150mm x 125mm x 100mm [deep]

169 Supplying and erecting Street light pole bracket comprising main B Class GI 7.00 Nos. 491.87

pipe of 4.2 cm/require outside dia. complete with suitable B Class G.I. 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

[B] Double Arm Bracket 0.5 Mtr 3.00 Nos. 622.16

170 Supplying & erecting approved make IP 55 grade Company fabricated Timer 1.00 Nos. 13350.18

Panel of following capacity for switch On-Off street lights on time scheduling

basis made from 16G CRCA sheet duly epoxy power painted inside and

outside with hinged doors and locking arrangement consisting of suitable size

of 4 Pole MCB and 4 pole contactor (Cat-III) with analog time switch, auto

manual switch of same make and suitable input and output Bakelite

terminals and with door earthing approved by Engineer in charge. (B) 40 Amp

171 Providing & erecting open well horizontal mono block pump set with cast iron 2.00 Nos. 10734.28

body, complete for three phase submersible motor having.[B] For 2 HP

phase open well horizontal mono block pump set suitable for 200 LPM @

mtr head suitable for 50 mm dia delivery pipe. Cat.II

172 Supplying & erecting approved make motor control cubical panel [Star delta] 2.00 Nos. 7250.79

made from 16G CRCA sheet duly epoxy powder painted inside and outside

with hinged doors and locking with suitable size of ON - OFF isolator (AC 3 /

23 duty) main fuses. Digital volt and current meter (in a single unit) with micro

controller based control unit and current sensing single phasing preventer

electronic overload protection, over voltage (Programmable) protection and

under voltage (Programmable) protection, prod less dry run protection

programming facility for setting of all parameter like overload current, high

voltage limit, low voltage limit, dry run limit with digital indication on seven

segment LED display for any fault like over load, high voltage, low voltage,

dry running single crimped, electronic star delta timer, feather touch start /

stop push buttons to be erected on angle iron frame. Grouted on wall the

contactors will be of L& T, Siemens, BCH make only) (A) DOL up to 5.0 H.P.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

173 Lowering of submersible motor pump set at the depth of following ,complete 2.00 Nos. 856.48

with required. Nos. and size of casing pipes erected by means of proper

chain pulley block & pipe wrenches after checking of threads of each pipe

with coupling to take the load of the pump set and pipe assembly filled up

with water (D) For Open well Horizontal submersible pump set for sump well

174 Providing and erecting ISI marked PVC insulated PVC Sheathed Flat flexible 46.00 Mtr. 104.03

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

175 Supplying & erecting C.I. swing, check type non-return (Reflux) Valve -ISI 2.00 Nos. 1020.10

marked suitable for following size.(A) 50 mm dia.

176 Supplying of following size of HEAVY UPVC column pipe with coupler and 28.00 Rmt. 359.56

wire lock.[B] 50 mm dia.

177 Supply of following size of TOP & BOTTOM accessories i.e. Adaptor set (CI) 4.00 Per 1489.75

long, pump guard set, starter pipe rubber ring for submersible pump & UPVC Set

column pipe as directed by Engineer - in - charge with necessary plumbing as

desired. [D] 50 mm dia.

TOTAL Rs.

i.e. Rs. Eighty Four lacs Seventy Four thousand Seven hundred Eighteen and Ninety Two 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