BUILDING WORK

No. Figure Amount

1 Excavation for foundation upto 1.50 mt depth including sorting out and 273.30 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 1.5 mt. to 3.0 mt. depth including sorting out 159.40 Cum 129.81

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

lead and lift for all sorts of soil.

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 351.50 Cum 130.39

foundations etc. in layers not exceeding 20 cm. in depth consolidating each

deposited layer by ramming and watering.

thickness including watering, ramming and consolidation and dressing etc.

5 Filling in plinth with sand under floors including watering ramming, 48.00 Cum 460.19

consolidating and dressing complete.

6 Providing and laying cement concrete 1:2:4 (1-Cement : 2- coarse sand : 4 50.30 Cum 3657.21

hand machine crushed stone aggregates 40 mm nominal size) and curing

complete including cost of formwork in (A) PCC

7 Providing and laying controlled cement concrete M-250 and curing complete 68.04 Cum 4226.85

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in foundation, footings base of column and mass

concrete. (A) Footing.

8 Providing and laying controlled cement concrete M-250 and curing complete 12.15 Cum 7803.26

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in all types of Column (D) Column, pillars, posts and

struts upto plinth.

9 Providing and laying controlled cement concrete M-200 and curing complete 11.00 Cum 7739.63

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in all types of Column (D) Column, pillars, posts and

struts upto Ground floor.

10 Providing and laying controlled cement concrete M-200 and curing complete 1.98 Cum 7885.17

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in all types of Column (D) Column, pillars, posts and

struts upto Terrace floor.

11 Providing and laying controlled cement concrete M-250 and curing complete 13.40 Cum 6083.23

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in Beams. (E) Beam, upto plinth.

12 Providing and laying controlled cement concrete M-200 and curing complete 2.80 Cum 6019.60

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in all types of Beams (E) Plinth Beam

13 Providing and laying controlled cement concrete M-200 and curing complete 2.60 Cum 6060.56

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in all types of Beams (E) Lintel Beam

14 Providing and laying controlled cement concrete M-200 and curing complete 8.90 Cum 6060.56

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in all types of Beams (E) Slab Beam

15 Providing and laying controlled cement concrete M-200 and curing complete 1.20 Cum 6101.51

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in all types of Beams (E) Terrace.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

16 Providing and laying controlled cement concrete M-200 and curing complete 49.90 Cum 5965.06

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in all types of Slab, all thickness (C) Slab upto plinth

and Ground floor.

17 Providing and laying controlled cement concrete M-200 and curing complete 1.91 Cum 5590.35

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in all types of staircase upto Ground floor.

18 Providing and laying controlled cement concrete M-200 and curing complete 0.60 Cum 5394.41

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in Chhajja upto Ground floor.

19 Providing and fixing I.S.I. Mark T.M.T. bar Fe-500D steel reinforcement for 18517.64 Kg. 76.30

R.C.C. work including binding, bending and placing in position complete upto

floor two level, Ground floor.

20 Applying general insecticide pest control treatment to floors, cupboards etc 329.30 Sq.m. 40.89

including labour material etc. complete. Using Heptachloride 20 EC. As per

6113_pests Concentration Weight 0.50 percent is recommended one litre

chemical emulsion dilute with 39 liter of water will give. Total dilute

concentration will be 40 litre inclusive of one litre chemical emulsion application

0.5 Litre chemical / Sqm of surface is recommended as per I.S.

21 Providing and laying brick work using common burnt clay building conventional 71.50 Cum 4289.33

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.

22 Providing and laying brick work using common burnt clay building conventional 9.90 Cum 4329.52

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 Terrace including the cost of all materials and labour charges

etc. complete.

23 Providing 15mm thick cement plaster in single coat on rough (similar) side of 381.50 Sq.m. 167.03

single or full / half brick walls for interior plastering upto floor two level and

finished even and smooth in cement mortar 1:4 (1 cement : 4 sand) for Ground

24 Providing 15mm thick cement plaster in single coat on rough (similar) side of 43.20 Sq.m. 189.79

single or full / half brick walls for interior plastering upto floor two level and

finished even and smooth in cement mortar 1:4 (1 cement : 4 sand) for Terrace

25 Providing 10mm thick cement plaster in single coat on fair side of ceilings for 340.25 Sq.m. 171.65

interior plastering upto floor two level and finishing with smooth mala plaster in

cement mortar 1:4 (1 cement : 4 sand) for Ground floor.

26 Providing 20mm thick sand faced cement plaster on walls upto height 10 251.20 Sq.m. 329.29

metres above ground level consisting of 12mm thick backing coat of C.M. 1:3

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

sand) etc. complete upto Ground floor to Terrace.

27 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 5.58 Rmt. 41.00

28 Providing and laying polished Granite Slab 18mm thick in flooring laid 20mm 8.40 Sq.m. 2377.54

thick cement mortar 1:4 (1-cement : 4 coarse sand) and jointed with grey

cement slurry including full molded round front edges, rubbing and polishing

etc. complete.

29 Providing and laying polished Granite Slab 18mm thick in risers of steps dedo, 31.80 Sq.m. 2408.85

window sill, jambs and pillars laid 10 mm thick cement mortar 1:4 (1 cement :

coarse sand) and jointed with grey cement slurry including full molded round

edges, rubbing and polishing etc. complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

30 Providing and laying 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 305.30 Sq.m. 1397.83

(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 for Dark shade.

31 Providing and fixing 37 mm thick flush door both sides laminated and shutter 17.60 Sq.m. 3737.00

fabricated from 35 mm thick solid core melamine faced three layered pre

laminated flat pressed wood based exterior grade bonded BWP / BWR

synthetic resin having stamped IS 12823 grade I type II including three coats of

lacquer polishing to exposed wooden surfaces and stainless steel decorative

type designs fixtures / fastening 2 nos. handles, 2 nos. Aldrops, tower bolt etc.

including I.T.W. triangular batten patti of size 30mm x 30mm etc. as per

architectural detailed drawing and as directed by engineer in charge.

32 Providing and fixing FRP frame size 125 x 65 mm and 35mm thick FRP shutter 17.60 Sq.m. 2615.04

having extra reinforcement on sides & edges in polish finish. The core of the

shutter & frame is to be filed up with injected polyurethene foam done in situ

alongwith embedded wooden pieces for stiffening & also taking hinges &

fixtures. The whole FRP frame & shutter is to be water proof weather proof,

termite proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S

hinges with necessary screws & alluminium S.S fixtures & fastenings &

fastener sleeve.

33 Providing and fixing window having extruded aluminum colour anodized 5.76 Sq.m. 1583.95

section frame main outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt,

horizontal Three track member size 92mm x 31.75mm x 1.30mm,@ Wt.1.07

Kg/mt, vertical member of size 92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt

with sliding shutters of horizontal member size 40 mm x 18mm x 1.29mm @

wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x 1.29 mm @ wt.of

0.456 Kg/mt/ with 5 mm thick transparent bronze colour tinted float glass with

one shutter mosquito net anodized aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per details etc. complete as

per drawing and instruction of Engineer-in-charge.

34 Providing and fixing standard extruded of alluminium section of size 63mm x 1.20 Sq.m. 1175.56

38.10mm x 1.2mm (Wt. 0.643 Kg/mt) with colour anodized alluminium frame

for ventilation with 5 mm thick frosted glass as details etc complete for

Ventilation.

35 Providing and fixing M.S. grills of required pattern of windows etc. with M.S.. 333.25 Kg. 111.10

flats at required spacing and frame alround square or round headed bolts and

nuts or by screws including applying a priming coat of red lead paint and two

coats of oil painting etc. complete.

36 Applying two coats of Birla (white cement based) or (acrylic lapy- putty) or 424.70 Sq.m. 124.76

equivalent & two coats of primer of approved brand and manufacture on new

wall surface to give an even shade including thoroughly brushing the surface

free from mortar dropping and other foreign matter and sand papered smooth

with wall painting (three coats) with plastic emulsion paint of approved brand

and 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.

37 Applying two coats of Birla (white cement based) or (acrylic lapy- putty) or 56.00 Sq.m. 165.28

equivalent & two coats of primer of approved brand and manufacture on new

ceiling surface to give an even shade including thoroughly brushing the surface

free from mortar dropping and other foreign matter and sand papered smooth.

Ceiling painting (three coats) with plastic emulsion paint of approved brand and

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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

38 Finishing wall with weather proof exterior emulsion paint on wall surface (two 251.20 Sq.m. 160.59

coats) to give an required shape even shade after thoroughly brushing the

surface to remove all dirt, dust and remains of loose powdered materials etc

complete. Priming : Apply a liberal coat of exterior acrylic primer and allow it to

dry for 4-5 hours. Application of putty is not recommended. Minimum 4-6 hours

duration is required between each coat of weather shield max paint.

39 Providing and laying integral cement based water proofing treatment including 320.00 Sq.m. 892.84

preparation of surface as required for treatment of roofs, balconies, terraces

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

of neat cement using 2.75 kg/sqm of cement admixed with proprietary water

proofing compound conforming to IS:2645 over the R.C.C. slab including

cleaning the surface before treatment. (b) Laying cement concrete using

broken bricks/brick bats 25 mm to 100 mm size with 50% of cement mortar 1:5

(1 Cement : 5 Coarse sand) admixed with proprietary water proofing

compound conforming to IS:2645, brick bats is finally covered by jointless

cement plaster 20mm thick in C.M. 1:4 added with special water proofing

compound confirming to IS:2645 & top smooth finished with trowel with false

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

surface of the parapet & other adjoining wall up to height of about 300 mm in a

shape of quarter round vata including curing etc. complete with average

thickness of 120 mm and minimum thickness at khurra as 65 mm.

(c) The whole terrace so finished shall be flooded with water for a minimum

period of two weeks for curing and for final test. All above operations to be

down in order and as directed and specified by the engineer-incharge with

average thickness of 120 mm and minimum thickness at khurra as 65 mm.

(Cement consumption 0.511 Bags / S.M.) NOTE :- (1) The whole work is to be

executed through specialized agency with a guarantee of 10 (Ten) years given

on a prescribed proforma duly stamped (2) The rate shall include for work at all

floors & conducting water proof test as directed. Unit Rate of 1 Sq.Mt.

40 Providing and laying broken china mosaic flooring for terrace using 12mm to 320.00 Sq.m. 747.29

20mm 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 up to surface using

white cement including rounding off junctions and extending them up to 15 cm

along the wall, clearing with water and oxalic acid etc. as directed.

41 Providing and fixing Stainless Steel railing having 50 mm dia. hollow stainless 3.60 Rmt. 3178.47

steel pipe as hand rail and 32 mm dia hollow stainless steel pipe with

combination of 10 cm long 16mm dia. pipe as per vertical supports 20 mm dia

hollow stainless steel pipes as intermediate running through stainless steel

mm dia. solid runners having threaded screw to fix the runner with vertical

support including cutting, bending, welding & fabrication the structure as per

drawing including finishing etc. complete.

42 Providing and constructing sandwitch type Granite stone top & bottom kota 4.26 Rmt. 3539.04

stone platform 0.6 mt. wide & 0.75 mt. height, including front granite stone patti

of 10 cm wide, vertical partitions of Kota stone with cement mortar (1:1) as

required complete as per instruction given by site in charge at all floors.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

43 Providing and fixing wash down water closet (European type, W.C. Pan) with 4.00 No. 3939.46

integral P or S trap including jointing the trap with soil pipe in Cement Mortar

1:1 (1-Cement : 1-fine sand) (Seal and cover to be measured and paid for

separately) (A) vitreous china pattern :(i) in white colour, providing and fixing

12.5 Litres low level flushing cistern with a pair, of C.I. or Mild brackets,

complete with fittings such as lead valve less syphon, 15mm nominal size

brass ball valve with polythene float, C.P. brass handle unions and couplings

for connections, with inlet, outlet and overflow pipes, 40mm dia. porcelain

enamelled flush bend including cutting holes in walls and making good the

same connecting the flush bend with cistern and closet (overflow pipe to be

measured and paid for separately) (A) Vitreous China (I) In white colour,

Providing and fixing plastic seat and cover for wash down water closer with

C.P. brass hinges and rubber buffers. (B) Black plastic seal and cover with jet

spray heavy duty with S.S. braided hose 60 cm long.

44 Providing and fixing wash basin with single hole for pillar tap with C.I. or M.S. 4.00 No. 2260.63

brackets painted white including sutting holes and making good the providing

and fixing C.P. brass waste for washbasin or sink. (A) 32mm dia., providing

and fixing pillar tap, capstan head, screw down high pressure with screws,

shanks and back nuts. (i) 15mm dia., providing and fixing chromium plated,

bottle trap with necessary couplings of approved quality for wash basin.

45 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm 8.00 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.

46 Providing and fixing screw down bib taps of following size. (A) Brass screw 8.00 No. 186.83

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

47 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white 4.00 No. 3158.53

including cutting holes in walls and making good the same (C) S.S. & sink. (i)

600mm x 450mm x 150mm size with providing and fixing C.P. brass waste for

washbasin or sink. (A) 32mm dia.

48 Providing and fixing 600mm x 450mm beveled edge mirror of superior glass 4.00 No. 833.73

mounted on 6mm the A.C. sheet or plywood sheet and fixed to wooden plugs

with C.P. brass screws and washers.

49 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 4.00 No. 603.19

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

50 Providing and fixing 600mm x 120mm glass shelf with C.P. brass bracket and 4.00 No. 520.18

guard rail complete mixed to wooden plug with C.P. brass screws.

51 Providing and fixing gun metal check or non - return full way wheel valve of (C) 4.00 No. 420.63

25mm dia. as directed by Engineer in charge.

52 Providing and fixing gun metal check or non - return full way wheel valve of (E) 4.00 No. 663.43

40mm dia. as directed by Engineer in charge.

53 Providing and fixing chromium plated brass half turn flush cock of approved 4.00 No. 263.77

quality including fixing in pipe line etc. complete. (ii) 25mm dia. as directed by

Engineer in charge.

54 Providing and fixing ball cock of approved quality as directed. (A) Copper Metal 4.00 No. 132.89

(i) 25mm dia.

55 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. 34.00 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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

56 Providing, laying and jointing in true line and level I.S.I. mark 25mm dia. 120.00 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 50mm dia. 20.00 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.

58 Providing, laying and jointing in true line and level I.S.I. mark 110 diametre 83.00 Rmt. 835.15

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

end socketed with rubber ring & fittings 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 diametre x 149 mm length x 145 mm heigh at every 2000 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 and fixing S.W. Gully trap with C.I. grating brick masonry chamber 6.00 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 type.

60 Constructing brick masonry road gully chamber 500mm x 450mm x 600mm 6.00 No. 2017.19

including 500mm x 450mm C.I. horizontal grating with frame complete.

61 Constructing brick masonry chamber for underground C.I. Inspection chamber 10.00 No. 2932.93

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 38 Kg. (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. (i) Inside dimensions 455mm x 610mm and 450mm deep for single

pipe line.

62 Providing, laying (to level or slopes) and jointing reinforced concrete Light duty 26.00 Rmt. 248.67

non-pressure pipes I.S. class NP2 of the following internal diameter with

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

complete. (B) 150 mm dia.

63 Providing, laying (to level or slopes) and jointing reinforced concrete Light duty 26.00 Rmt. 348.04

non-pressure pipes I.S. class NP2 of the following internal diameter with

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

complete. (C) 250 mm dia.

64 Providing, laying (to level or slopes) and jointing reinforced concrete Light duty 26.00 Rmt. 665.48

non-pressure pipes I.S. class NP2 of the following internal diameter with

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

complete. (D) 300 mm dia.

65 Providing & fixing G.I. Rain water spout of 50 mm dia & 30 cm length etc. 6.00 No. 101.91

66 Providing and fixing in position cowl vent to pipes (C) 100mm dia. as directed. 4.00 No. 501.87

67 Providing, erecting and fixing double coated I.S.I. Mark P.V.C. water tank of 1000.00 Litre 3.95

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

on terrace as directed.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

Electric work

68 Point wiring for Light / Bell with 2-1.5 sq.mm & earthwire of 1.5 sq.mm (green) 15.00 Nos. 363.60

both are of ISI marked FR PVC insulated multistrand copper wires, in existing

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

accessories and earth continuity of following type, erected on PVC / Metallic

box covered with appropriate front plate modules erected concealed in wall /

ceiling with casing caping double lock type. Cat. II

69 Point wiring for FAN with 2-1.5 sq.mm & earthwire of 1.5 sq.mm (green) both 5.00 Nos. 585.80

are of .ISI marked FR PVC insulated multi-strand copper wires, in existing pipe

duly erected complete with 6A Modular type switch and hum free EME 5/6 step

type electronic fan regulator with separately mounted & accessories with earth

continuity of following type erected on PVC / Metallic box covered with

appropriate front plate modules erected concealed in wall/ceiling rose as

directed. Cat II

70 Point wiring forIndividual Plug with 2-1.5 sq.mm & earthwire of 1.5 sq.mm 2.00 Nos. 393.90

(green) both are of ISI marked FRPVC insulated multistrand copper wires, in

existing pipe duly erected comp. with 6A Modular type switch & 6A 5 pin plug

erected on PVC / Metallic box covered with apropriate front plate modules

erected concealed in wall/ceiling with following type of accessories for 6A Plug

with 2-1.5 sqm cu. wire. PVC Casing Caping double lock type.- Cat. II

71 Point wiring for Individual Plug with 2-1.5 sq.mm & earthwire of 1.5 sq.mm 2.00 Nos. 525.20

(green) both are of ISI marked FR PVC insulated multistrand copper wires, in

existing pipe duly erected complete with 6A Modular type switch & 6A 5 pin

plug erected on PVC / Metallic box covered with appropriate front plate

modules erected concealed in wall / ceiling with following type of accessories

for 16A Plug with 2-4 sqm cu. wire. PVC Casing Caping double lock type.- Cat.

72 Point wiring for looped PLUG with tissino type single pole ISI marked 6 A. 3.00 Nos. 50.50

Switch and 6A Socket erected with necessary connections erected on polished

wooden block / Metal / PVC Box covered with 3 mm thick laminated sheet for

open / concealed wiring.

73 Supplying & erecting approved make 1 x 36./40 watt sleek batten type 5.00 Nos. 606.00

fluorescent fitting made of anodised Aluminium reflector. Complete with HF

Electronic ballast assembly housed in engineering plastic covers with tube

holders, erected with necessary lead wire & hardware materials and adopter if

reqired. Cat III

74 Approved make Ceiling Fan with Condenser 230 volt A. C. 50 Cys.1200 mm 5.00 Nos. 1949.30

sweep complete having 3 blades alluminium body and blade sets having

ornamental design shanks, canopy & 30 cms. down rod erected with 24/0.2 flat

3 core flexible wire with earthing + add. 80.00 Rs. Exra for Reguator.

75 Decorative Call bell ting tong type, 250 Volts. Comp errected on polished 1.00 Nos. 151.50

wooden block or in M.S.box with 3mm .thick laminated sheet.

76 Providing Fuse Unit of kit kat pattern porcellin cut out 10A or 16A.errected on 2.00 Nos. 121.20

polished wooden block.

77 Approved make C.F.L.lamp Non-Retrofit 13 /15 / 18 Watt. - Cat. II 2.00 Nos. 141.40

78 Approved make C.F.L.lamp Non-Retrofit 35 / 36 Watt. - Cat. II 2.00 Nos. 404.00

79 Pipe type earthing having 15 cms. long & 2.50cms. dia. Galvanised iron pipe 1.00 Nos. 636.30

with coupling and buch burried in speciallyprepared earth pit. Complete with

necessary 8 swg. Earth wire including using salt and charcol / cock as required

for pipr type earthing.

80 Mains with 1.1 KV gradeFR PVC insulated ISI marked stranded Copper 30.00 Rmt 80.80

conductor wire in existing pipe erected with 1.5 sq.mm copper conductor FR

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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

81 Approoved make MEM type Double pole iron clad switch & fuse 240 / 250 V. 1.00 Nos. 328.25

15 / 16 A. confirking to I.S.S. erected on polished wooden block. Cat. II

82 Cast iron plate size 30 x 30 x 0.35 cms. Burried in specially prepared 2.50 mtr. 1.00 Nos. 808.00

Deep earth pit complete with necessary G.I. Strip in G.I. Pipe 2 mtr long with

coupling and G.I. Plug for earthing of switchgear conduict run or power plug.

etc.complete.

83 Supplying and errecting standard or equivalent make 25 Amp. 10 Ka. Double 1.00 Nos. 585.80

pole MCB (G) series curve with metal Top company fabric-ated powder coat &

shelt sheet encloser errected consuitable wooden base with connection. Cat. III

84 Providing and errecting PVC Casing Patti Conforming to ISS Complete erected 25.00 Rmt 25.25

with necessary fitting fix with adhesive solution(i) For Open Execution

Total Rs.

i.e. Rs. Fourty Nine lacs Four thousand Three hundred Twenty Nine and Sixty Three 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.

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

Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,

Valiya Bharuch Bharuch