Construction of Training Hall at Krishi Vigyan Kendra at Dahod (Muvalia), Ta. & Dist. Dahod

No. figures Amount

Civil Work

1 Excavation for foundation upto 1.50mt.Depth including sorting 212.00 Cum. 160.89

out and stacking of useful materials and disposing of the

excavated stuff as directed with in all lead & Lift (B) Dense or

Hard soil.

2 Excavation for foundation upto 1.50mt.Depth including sorting 72.00 Cum. 275.33

out and stacking of useful materials and disposing of the

excavated stuff as directed with in all lead & Lift (C) Hard Murrum

3 Excavation for foundation up to 1.5M. to 3.0 mt. Depth including 143.00 Cum 294.05

sorting out and stacking of useful materials and disposing of the

excavated stuff up to 50M. Lead (C) Hard Murrum

4 Filling available excavated earth excluding rock in trenches plinth 272.00 Cum 137.47

side of foundation etc. in layer not exceeding 20cm. In depth

consolidation each deposited layer by ramming and watering.

of 20 cm. thickness includind watering, ramming and

consolidating etc. comp.

6 Applying general insecticide pest control treatment to floors, 328.00 Sqm. 54.39

cupboards etc including labour material etc. complete. Using

Heptachloride 20 EC. As Per 6113_pests Consentration Weight

0.50 percent is recommended one litre chemical emulsion dillute

with 39 liter of water will give. Total dillute concrentration will be

40 litre inclusive of one litre chemical emulsion appication

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

7 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 143.00 Cum 3653.61

Coarse sand : 4- graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of formwork in (A)

Foundation and Plinth

8 Providing and laying nominal cement concrete M-200 in R. C. C. 114.00 Cum 4669.74

1:1 1/2 :3 (1 cement : 1 1/2 coarse sand : 3 graded stone

aggregate 20 mm. Nominal size) and curing complete including

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

R.C.C. work in foundation footing base of column & mass

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

9 Providing and laying nominal cement concrete M-200 in R. C. C. 10.00 Cum 7453.73

1:1 1/2 :3 (1 cement : 1 1/2 coarse sand : 3 graded stone

aggregate 20 mm. Nominal size) including finishing smooth with

curing complete including the cost of form work but excluding the

cost of reinforcement for R.C.C. work in column Upto ground

10 Providing & laying cement concrete 1: 3 : 6 ( 1 Cement : 3 65.00 Cum 4270.63

Coarse sand : 6 graded B.T stone aggregate 20mm nominal

size) Curing comp. including cost of form work in foundation and

11 Providing and laying nominal cement concrete M-200 in R. C. C. 16.60 Cum. 7453.73

1:1 1/2 :3 (1 cement : 1 1/2 coarse sand : 3 graded stone

aggregate 20 mm. Nominal size) including finishing smooth with

curing complete including the cost of form work but excluding the

cost of reinforcement for R.C.C. work in column Upto ground

12 Providing and laying nominal cement concrete M-200 in R.C.C. 5.80 Cum. 7493.81

1:2 :4 (1 cement :2 coarse sand : 4 graded stone agregate

mm. Nominal size) including finishing smooth with curing

complete including the cost of form work but excluding the cost

of reinforcement for R.C.C. work in column for First Floor.

13 Providing and laying nominal cement concrete M-200 in R.C.C. 27.00 Cum 5823.08

1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded stone

agregate 20 mm. Nominal size) including finishing smooth with

curing complete including the cost of form work but excluding the

cost of reinforcement for R.C.C. work (c) PLINTH BEAM

14 Providing and laying nominal cement concrete M-150 in R.C.C. 0.40 Cum 4785.40

1:2 :4 (1 cement :2 coarse sand : 4 graded stone agregate

mm. Nominal size) including finishing smooth with curing

complete including the cost of form work but excluding the cost

of reinforcement for R.C.C. work copping

15 Providing and laying nominal cement concrete M-200 in R.C.C. 37.00 Cum. 6722.97

1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded stone

agregate 20 mm. Nominal size) including finishing smooth with

curing complete including the cost of form work but excluding the

cost of reinforcement for R.C.C. work for Beam Ground Floor.

16 Providing and laying nominal cement concrete M-200 in R.C.C. 2.00 Cum. 6763.05

1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded stone

agregate 20 mm. Nominal size) including finishing smooth with

curing complete including the cost of form work but excluding the

cost of reinforcement for R.C.C. work for Beam First Floor.

17 Providing and laying nominal cement concrete M-200 in R.C.C. 4.00 Cum. 7665.36

1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded stone

agregate 20 mm. Nominal size) including finishing smooth with

curing complete including the cost of form work but excluding the

cost of reinforcement for R.C.C. in LINTELS Ground Floor.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 Providing and laying nominal cement concrete M-200 in R.C.C. 1.00 Cum. 7705.44

1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded stone

agregate 20 mm. Nominal size) including finishing smooth with

curing complete including the cost of form work but excluding the

cost of reinforcement for R.C.C. in LINTELS First Floor.

19 Providing and laying nominal cement concrete M-200 in R.C.C. 1.00 Cum. 6,545.16

1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded stone

agregate 20 mm. Nominal size) including finishing smooth with

curing complete including the cost of form work but excluding the

cost of reinforcement for R.C.C in CHHAJJAS Ground Floor.

20 Providing and laying nominal cement concrete M-200 in R.C.C. 42.00 Cum 6687.45

1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded stone

agregate 20 mm. Nominal size) including finishing smooth with

curing complete including the cost of form work but excluding the

cost of reinforcement for R.C.C in slabs for Ground Floor.

21 Providing and laying nominal cement concrete M-200 in R.C.C. 3.00 Cum 6727.53

1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded stone

agregate 20 mm. Nominal size) including finishing smooth with

curing complete including the cost of form work but excluding the

cost of reinforcement for R.C.C in slabs for First Floor.

22 Providing and laying nominal cement concrete M-200 in R.C.C. 2.00 Cum 6352.90

1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded stone

agregate 20 mm. Nominal size) including finishing smooth with

curing complete including the cost of form work but excluding the

cost of reinforcement for R.C.C in Staircase from Ground Floor

23 Providing T.M.T. bar FE500/500D reinforcement confirmed to for 22,970.00 Kg 77.29

R.C.C. work including bending, binding, and placing. In position

comp. Up to floor two level

24 Brick work using common burnt clay building bricks having 38.00 Cum 3853.23

crushing strength not less than 35 Kg./Sq.m. in foundation and

plinth in cement mortar 1:6 (1 cement:6 fine sand) (b)

Conventional.

25 Brick work using common burnt clay building bricks having 50.00 Cum 4141.66

crushing strength not less than 35 Kg./ Sqm. in cement mortar

1:6 ( 1 cement : 6 Fine sand ) in super structure above plinth

level upto floor two level ( for G.F ) Conventional

26 Brick work using common burnt clay building bricks having 24.00 Cum 4180.17

crushing strength not less than 35 Kg./ Sqm. in cement mortar

1:6 ( 1 cement : 6 Fine sand ) in super structure above plinth

level upto floor two level ( for F.F ) Conventional.

27 Half brick masonary in common burnt clay building bricks having 21.00 Sqm. 709.10

crushing strength not less than 35kg./sq.cm. in cement mortar

1:3 (1 cement : 3 coarse sand ) with 2nos. of 6mm dia mild steel

round bars every three coarse embedded in cement mortar in

superstructure for Ground floor (Conventional)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

28 Providing and fixing 35 x 100mm Size M.S. pipe Hollow Frame 5.40 Sqm. 9510.16

as shown in details section double shutters specially designed

hollow door made out of 25x 25mm indian teak wood frame work

with 19mm thick water proof ply and lamination over it on both

side colour , pattern design of which is to be approved by

architect doors shall be provided with floor spring and 60cm long

stainless steel, steel handle, Stopper all required Fixture &

Fastening as detailed.

29 Providing and fixing door Double shutter having factory 6.30 Sqm. 4,367.24

fabricated std. Extruded aluminium colour anodized hollow

section {Section 63.50 x 38 mm x 2.50 mm thick } for door frame,

hollow portion of door frame shall be filled with wood to be insert

for durable grip of door hinges, with factory made 38 mm.thick

flush door both side pre laminated with 6 Lever Mortice lock , SS

Aldrop 30cm long, SS Handle size 15 Cm Long, Tower Bolt size

20 cm etc. as per detail colour & pattern approved by this office

including necessary anodized alluminum fixtures and fastenings.

30 Providing and fixing door Single shutter having factory 4.20 Sqm. 4806.59

fabricated std. Extruded aluminium colour anodized hollow

section {Section 63.50 x 38 mm x 2.50 mm thick } for door frame,

hollow portion of door frame shall be filled with wood to be insert

for durable grip of door hinges, with factory made 38 mm.thick

flush door both side pre laminated with 6 Lever Mortice lock , SS

Aldrop 30cm long, SS Handle size 15 Cm Long, Tower Bolt size

20 cm etc. as per detail colour & pattern approved by this office

including necessary anodized alluminum fixtures and fastenings.

31 Providing and fixing FRP frame size 125x65 mm and 35mm thick 3.20 Sqm. 2615.04

FRP shutter 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 & fintures. 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

32 Providing and fixing Anodized Alluminum Section Jindal Deluxe 26.00 Sqm 3,350.17

Sliding Window System 27mm series THREE track window as

shown in elevation, shutter with 5mm thick transparent plain float

glass, with transparent silicon sealant with allu. anosized coated

fittings and fixture etc complete.

33 Providing and fixing standared extruded of alluminium section of 3.00 Sqm 1301.82

size 63mm x 38.10mm x 1.2mm (Jindal Section :2434, @ Wt.

0.643 Kg/mt) with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as details etc complete

for Ventilation {Colour as directed by Engineer in charge except

black & Alluminum section shall be Jindal or equivalent brand

and glass of Modiguard, AIS or equivalent brand}

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Providing and fixing Safty grills of required pattern for windows 570.00 Kgs. 117.26

Rectangular CRC pipes of size 50 x 30 x 2mm at required

spacing as per design including fixing rat mesh and hold fasting

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

mattfinished oil painting etc complete.

35 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in 271.00 Sqm 1120.36

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.

36 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in 11.10 Sqm 1195.02

skrting risers of steps and dedo on 10mm thick cement plaster

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

37 Providing and laying Machine cut, Free edges, Machine polished 12.80 Sqm 2404.81

Green Marble stone slab 18 mm (Average) thick {Single piece

not more than 150 cm } for stair steps and riser as per design

incl. full moulded round front edge & 1 cm nosing & necessary

groobe on trade of steps laid on 20 mm thick cement mortar 1:6

(1 -cement : 6 coarse sand ) jointed with grey cement slurry

including rubbing and polishing etc. complete

38 Providing and laying Ceramic tiles 6mm thick in flooring treads of 10.00 Sqm 1017.30

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

39 Providing and laying coloured glazed tiles of the size 300 mm x 34.80 Sqm 1070.50

200 mm x 8 mm / 300 mm x 450 mm x 8 mm in skirting, risers of

steps and dedo on 10 mm. thick cement plaster 1:3 (1 cement :

3 coarse sand) & jointed with white cement slurry.

40 Providing and laying broken china mosaic flooring for 312.00 Sqm 779.70

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.

41 Providing 15mm thick cement plaster ( Mala Trowel finish) in 425.00 Sqm 231.38

Single coat on brick/concrete walls for interior plastering upto

floor two level and finished even and smooth in (i) Cement

mortar 1:4 (1-cement:4-sand) including finishing coat of neat

cement slurry for Ground Floor

42 Providing 15mm thick cement plaster ( Mala Trowel finish) in 128.00 Sqm 255.84

single coat on brick/concrete walls for interior plastering upto

floor two level and finished even and smooth in (i) Cement

mortar 1:4 (1-cement:4-sand) including finishing coat of neat

cement slurry for First Floor

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

43 Providing 10mm thick cement plaster in single coat on 376.00 Sqm 229.17

brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-

sand) including finishing with a flating coat of neat cement slurry

etc. complete. for Ground Floor

44 Providing 10mm thick cement plaster in single coat on 15.00 Sqm 251.58

brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-

sand) including finishing with a flating coat of neat cement slurry

etc. complete. for First Floor

45 Applying two coats of putty & two coats of primer of approved 910.00 Sqm 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.

46 Wall painting (two coats) with plastic emulsion paint of approved 519.00 Sqm 84.82

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

47 Wall painting (two coats) with plastic emulsion paint of approved 376.00 Sqm 90.48

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

48 20mm thick sand faced cement plaster on walls upto height 10 448.00 Sqm 353.98

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.

49 Providing and laying Mirror polished Machine polished Gren 35.70 Sqm. 2634.08

Marble stone slab 18 mm (Average) thick for For Doors /

WIndows cill & Jams Clading as per design incl. full moulded

round front edge in trade of steps laid on 20 mm thick cement

mortar 1:6 (1 -cement : 6 coarse sand ) jointed with grey

cement slurry including rubbing and polishing etc. complete For

Doors / WIndows cill & Jams Clading

50 Finishing wall with weather proof exterior emulsion paint on wall 440.00 Sqm. 122.14

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

51 Providing laying and joining in true line and level U.P.V.C. Pipe 45.00 Rmt. 148.12

(SCH-40) including fittings of as approved by Engineer in

Charge . Pipe shall be fixed on the wall with the help of clamp at

every two meter C/C or shall be concelled as directed including

necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent including cost of all

materials (i) 40mm dia.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

52 Providing laying and joining in true line and level U.P.V.C. Pipe 50.00 Rmt. 91.84

(SCH-40) including fittings of Prince / Supreme / Astral / Finolex

or equivelant make or as approved by Engineer in Charge . Pipe

shall be fixed on the wall with the help of clamp at every two

meter C/C or shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and fixing the

same with adhesive solvent including cost of all materials (i)

53 Providing laying and joining in true line and level U.P.V.C. Pipe 20.00 Rmt. 72.65

(SCH-40) including fittings of as approved by Engineer in

Charge . Pipe shall be fixed on the wall with the help of clamp at

every two meter C/C or shall be concelled as directed including

necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent including cost of all

materials (ii) 15mm dia.

54 Providing and fixing C.P. Bib Cock 15mm dia. Heavy Duty with 5.00 No. 447.04

cap ( Plumber, Mark, Escco or equivelent brand )

55 Providing and fixing consealed type C.P. Angle Stop Cock (i) 4.00 No. 436.93

15mm dia.Heavy Duty with cap (Plumber, Mark, Escco or

equivalent brand )

56 Providing and fixing Urinal or approved quality including 3.00 No. 1,074.86

conecting the Urinal with waste pipe , tap etc. complete.(A)

White earthenware flat back or corner type size 430mm x

57 Providing and laying Both side mirror polished Granite stone slab 3.60 Sqm. 1654.38

18 mm (Average) thick of approved quality incl. full moulded

round front edge fixed in wall for partition and jointed with grey

cement slurry including rubbing and polishing etc. complete

58 Providing and fixing CP brass Pillar tap swan neck ( Heavy duty), 4.00 No. 692.19

(A) 15 mm dia {Jaquar, Plumber, Mark Long pipe or equivalent

59 Pro. & Fix. wash down water closet (European W.C pan of 4.00 No. 2333.10

Vitreous china Patern.) with integral" p " or " s " trap and PVC

flushing cistern with a pair of C.L.I. Or Mild steel Brackets,

complete with fittings such as lead value siphon, 15 mm.

Nominal size brass ball valve with polythene float, C.P. Brass

handle unions and couplings for connections with inlet, outlet and

over flow pipes, 40 mm. dia. flush bend including cutting holes in

walls and making good the same connecting the flush bend with

cistern and closet etc comp incl plastic sheet cover including

jointing trap with pipe in cm 1:1 (a ) Vitreous china in white or

60 Providing and fixing wash basin with pedestal of std. Height with 4.00 Nos. 1850.32

single hole for pillar tap with C.I or M.S brackets painted white

including cutting cutting holes and making good the same

including C.P. brass waste and waste pipes and bottal trap (A)

Vitreous China: (ii) Flat Back washbasin 550 mm x 400mm

size.In colour.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

61 Providing erecting and fixing double coated Syntex PVC. (ISI) 1500.00 Litre 3.95

water tank of required capacity each with all necessary fittings

and connection etc. complete on terrace.

62 Providing and fixing Handle valve of approved brand (B) 25mm 2.00 No. 373.70

63 Providing and fixing C.P. brass towel rail comlete with C.P. brass 4.00 No. 616.42

brackets fixed to wooden plugs with C.P. brass scews.(B)

600mm x 20mm size.

64 Providing & Fixing PVC SWR Nanhi trap IS: 14735 for drain with 7.00 No. 600.23

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 and floors 100mm inlet and 50mm

outlet. size P of R type

65 Providing and fixing S.W. gully trap with C.I. grating brick 2.00 No. 1246.92

masonry chamber and water tight C.I. cover with frame of

300mm x 300mm size (inside) with standard weight. (i) Square

mouth traps.(B) 150mm x 100mm size P of R type

66 Providing laying and jointing in true line and level U.P.V.C. 6.00 Rmt. 777.10

S.W.R. Type B pipe confirming to IS 13592-1992 with one end

plain and other end socketed with rubbering , & fitting confirming

to ISI 14735-1999 of approved make for drainge 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 160mm

diameter x 210mm length x 196mm high at every 2000mm

center to center or shalll be concealed in walls as directed

including necessary fittings such as bends, shoes etc. including

testing of pipes and joints and jointed with adhesive solvant

cement including cost of all materials 75mm dia.

67 Providing, laying and jointing in true line and level 110 diametre 28.00 Rmt. 897.63

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.

68 Constructing brick masonary chamber for under ground C.I. Inspection 4.00 No. 2938.93

chamber and bends with bricks having crushing strength not less than

35kg/ cm2 in C.M. 1:5 C.I. Cover with frame ( light duty) 450mm x

610mm x 450mminternal dimension total weight of cover with frame to

be not less than 38Kgs (weight of cover 23kg and weight of frame

15Kg). R.C.C. top slab with 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 10mm nominal size) foundation concrete 1:5:10

inside plaster 1:3 finished smooth with a floating cost of neat cement

on walls and bed concrete etc. comp. with one or two inlets..(i) Inside

dimensions 455mmx 610mm and 450mm deep for single pipe line.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

69 Box cutting the road surface to proper slope and chamber for making a 105.00 Cum 112.02

base for road work including removing the excavated stuff and

depositing on the road side slope as directed up to 50 mts. Lead.

70 Supplying and laying, spreading and compacting coarse clean 18.00 Cum 548.43

sharp specified sand (C.B.R. not less than 10%) below sub base

course including carraige of material spreading in uniform layers

manually on prepared base and compacted with power roller to

achieve desired density including all materials, labours etc.

complete. and spreading coarse clean sand as directed.

71 Providing and laying 150mm thick W.B.M. with B.T.M.C. metal 27.00 Cum 1158.47

40mm to 63mm size two layer of 150mm thick including using

25% stone dust as filler including spreading watering

consolidation and rolling etc. complete at site of work including

loading unloading and filling the boxes etc. complete.

72 Compaction and finishing of cement concrete road by tremix 175.00 Sqm. 85.85

process, providing extra labour charge for tremix ( Vaccum

dewatering service ) process on cement concrete road surface

by using vaccum dewatering pump floater surface vibrator

including making groove 5mm width and filling with polyvynile

polymer and rough finish to surface as per instruction including

leveling etc. complete.

73 Providing and fixing junction board of M.S.plates and angles as 1.00 No. 5236.70

per standered IRC design including fixing in C.C. 1:4:8 with

necessary excavation , painting, figuring and lettering on board

etc. comp.

74 Providing and laying in foundation cement concrete 1:4:8 (1 3.00 Cum 3,689.92

cement : 4 coarse sand :8 graded stone aggregate 40mm

nominal size) and curing complete excluding cost of form work in

:(a) Foundation plinth.

75 Providing and laying ordinary cement concrete 1:2:4 ( 1 cement : 3.00 Cum 3653.61

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

and curing etc. complete including the cost of form work but

excluding the cost of reinforcement.(a) Footing.

76 Providing and fixing C.I. Manhole cover 0.60 x 0.45 Mt. Size 1.00 Nos. 958.17

having weight not less than 35 kg.

77 Providing, laying and jointing in true line and level 160 diametre 25.00 Rmt. 831.35

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.

Total of Civil Work

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

Electrification Work

78 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 96.00 Pt. 485.81

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

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

below type of pipe erected with 6A Modular type switch / bell

push & accessories and earth continuity of following type,

erected on PVC / Metallic/Wooden box, single mounting base

frame covered with textured/metallic/white front plate modules

erected on / in wall / ceiling as per pipe erected, with necessary

Lamp holder/ceiling rose / H.D.Connector as directed. (f) with

medium class Rigid PVC pipe and accessories erected

concealed in wall/ ceiling complete, Cat-III [1-2-1]

79 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 45.00 Pt. 674.68

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

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

type of pipe erected with 6A Modular type switch and hum free

EME step type electronic fan regulator mounted and accessories

with earth continuity of following type erected on PVC/ Metallic/

Wooden box, single mounting base frame covered with textured/

metallic/white front plate modules erected on/ in wall/ ceiling as

per pipe erected. with necessary ceiling rose/ H.D.Connector as

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

erected concealed in wall/ ceiling complete, Cat-III [1-2-2]

80 Point wiring for Two Way Controlled Light Point with 2-1.5 sq.mm 2.00 Pt. 603.98

& earth wire 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 [1-2-5]

81 Point wiring for Individual Plug with & earthwire of 1.5 sq.mm 11.00 Pt. 745.38

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

insulated multistrand copper wires, in below type of pipe erected

complete with Modular type switch & 5 pin Plug erected on PVC/

Metallic/ Wooden box covered with appropriate front plate

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

following type of accessories. [II] For 16A Plug and 16 amp

switch with 2-2.5 sq.mm Cu. Wire from mcb db board. (f) with

medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete, Cat-III [1-2-3]

82 [I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from 6.00 Pt. 510.05

nearby switchboard/mcb db board, (f) with medium class Rigid

PVC pipe and accessories erected concealed in wall/ceiling

complete, Cat-III

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

83 Point wiring for on board Looped Plug with 6A Modular type 8.00 Pt. 257.55

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

single mounting base frame covered with textured / metallic/

white front plate modules erected on/ in wall/ ceiling with

following type accessories, Cat-III [1-2-4]

84 Decorative call bell Ting-tong box type 250 volts complete 2.00 Ea. 71.71

erected [1-6-12]

85 Providing and erecting Mains with 1.1 KV grade FRLS PVC 185.00 Mtr. 82.82

insulated ISI 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.

86 (A) With medium class Rigid PVC pipe and accessories, (a) 2 45.00 Mtr. 62.62

wire 1.5 sq. mm

87 providing and erecting Mains with 1.1 KV grade FRLS PVC 45.00 Mtr. 147.46

insulated ISI marked stranded Copper conductor wire in following

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

copper conductor FRLS PVC insulated stranded wire of green

colour for earth continuity of following size (a) with medium class

Rigid PVC pipe and accessories, (b) 2 wire 6 sq. mm [1-4-2-a-b]

88 Supplying and erecting Flexible PVC insulated multistrand 66.00 Mtr. 46.46

multicore 1.1 kv grade ISI marked copper wires of following size

to be erected as directed. e) 1.50 Sq.mm 3 core round PVC

sheathed [1-4-5]

89 providing and erecting Miniature circuit breaker single pole 6A to 10.00 Ea. 112.11

25A suitable 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 [3-10-1-B]

90 providing and erecting Miniature circuit breaker single pole 0.5A 11.00 Ea. 270.68

to 2A system and having breaking capacity 10 KA to be erected

in existing box. confirming to IS 8828/ 1996 with ISI Mark, Cat-III

91 Providing & erecting 240 V MCB double pole switch for lighting 1.00 Ea. 278.76

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

: 8828 in existing box having following capacity (A) 6 to 32 Amp.

Cat.III [3-10-3]

92 Providing & erecting 240 V MCB double pole switch for motor & 1.00 Ea. 299.97

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

confirms to IS : 8828 in existing box having following capacity,

(A) 6 to 32 Amp. Cat-III [3-10-2]

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

93 Providing and erecting Sheet Steel powder coated MCB 1.00 Ea. 1492.78

distribution board - flush / surface mounted fitted with busbar,

neutral link, earth bar and DIN rail, Conforms to IS 8623-1 &

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 (A) single phase incoming and horizontal single

phase outgoing, (b) sheet steel double door (IP-43), (iv)12 way [3-

94 (A) single phase incoming and horizontal single phase outgoing, 1.00 Ea. 1152.41

(b) sheet steel double door (IP-43), (iii)8 way

95 providing and erecting Approved make RCCBs conforming to IS: 2.00 Ea. 2235.13

12640 and 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

96 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable 320.00 Mtr. 92.92

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) 2 core 6 Sq. mm [4-3-1]

97 Solderless crimping type Aluminium lugs conforming to IS 44.00 Ea. 6.06

suitable for cable 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/

98 Providing & laying approved make Double walled corrugated 300.00 Mtr. 62.62

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

necessary connecting accessories of same material at required

depth in existing trench for laying of cable. below ground/ road

surface for enclosing cable, (A)50 mm outer dia [4-5-8]

99 Making trench in soft soil of suitable width of 90 cm deep for 300.00 Mtr. 55.55

laying cable or locating the fault all over the run and back filling

the same and making the surface as normal ground. [4-5-1]

100 Providing and erecting Annealed bare Copper wire 8 to 16 5.00 kg. 794.87

101 Supplying & erecting approved make low noise decorative 2.00 Ea. 1703.87

exhaust fan having square frame ABS body with inbuilt lowers &

square frame.200mm with 1350RPM Cat.II [5-3-3]

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

102 Supplying & erecting earth pit of minimum bore dia.150mm size 1.00 Ea. 4591.46

approved make Earthing Electrode consisting Pipe-in-Pipe

Technology as per IS 3043-1987 made of corrosion free hot

dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200

Micron galvanising, Inner pipe dia of 25 mm having 200-250

Micron galvanising, connection terminal dia of 12mm with

constant ohmic value surrounded by highly conductive compound

with high charge dissipation suitable for following type of

applications with chamber and heavy duty cover. (A)(approved

make OEM has to submit test certificate including value of earth

resistance of installation duly stamped and signed by agency and

officer Incharge has to ensure the value of earthing resistane

mentioned in test Certificate) & having back filling compound of

(B) Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm /

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

by Agency. (a) For Electrical Installation up to 440V in normal

soil, Length of pipe - 1 Mtr, Back filling compound - 1 Nos Bag of

103 Supplying & erecting fan hook box of 10 mm M.S. round bar 45.00 Ea. 108.07

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

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

complete erected concealed in Ceiling with necessary finishing.

104 Supply, Installation, Testing and Commissioning of suitable 45.00 Ea. 2629.03

sweep, BEE 5 Star rated, Ceiling fan with Brush Less Direct

Current (BLDC) permanent ferrite magnet Motor, class of

insulation: B, Rust free 3 nos. Aluminium blades, 2 nos.

canopies, shackle kit with earthing provision, copper winding,

Power factor not < 0.9, Service Value (CMM/W) minimum 6.85,

Air delivery minimum 215 CMM, 350 RPM,230v (tolerance as per

IS : 374-2019), THD < 10%, compitible with electronic regulator

unit for Speed Control and all remaining accessories including

safety pin, nut bolts, washers, temperature rise = 75 degree C

(Max.), suitable for 140 to 285 Voltage and rectifier circuit with

surge, over current and overload protection , 50 Hz, Single phase

AC Supply, earthing etc. Complete as required. [Make shall be

approved by Engineer in Charge] (A) 1200 mm Sweep (48") [5-1-

105 Supplying and erecting approved make Octagonal pole made 11.00 Ea. 6874.06

from HR sheet 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 35mmX7.5mm Din-Rail for MCB Mounting, stud

type terminal and arrangement for cable termination to be

erected With Suitable foundation (Included) as per details given

by manufacturer considering site requirement. (C) 5 Mtr. Long

mm Top X 130 mm bottom dia, 3 mm thickness with

200mmX200mmX12mm base plate, 4-M16 Bolts and 600mm

long with necessary G.I. J Bolts .Approx Pole weight 46 kg [6-1-

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

106 Supplying and erecting Street light pole bracket comprising main 11.00 Ea. 491.87

B Class GI 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 [6-5-4-b]

107 Supplying & erecting approved make IP 55 grade Company 1.00 Ea. 12399.77

fabricated Timer 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

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. (A) 32 Amp [6-7-6]

108 Supplying and erecting LED indoor fittings with LEDs of wattage 89.00 Ea. 535.30

0.2 Watt to 0.5 Watt assembled on single MCPCB, with housing

used as a heat sink shall be made of thick sheet Steel

conforming to IS: 513/ CRCA/ aluminium die cast powder coated

and high U.V. & corrosion resistance with diffuser with company

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

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

watt , LED driver efficiency > 85 % ( fitting required LM-79 & LM-

80 Certificates), (NOTE: Below description have shown ranges of

Wattage capacity of LED fittings. The Engineer incharge may

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

20, conventional 4 feet, Cat-III [2-15-1]

109 Supplying and erecting led lamps with following wattage capacity 5.00 Ea. 112.11

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

in built-surge protection, Polycarbonate diffuser, mounting

suitable for E14 / E27 / B22 lamp holders, pf >= 0.5(A) LED

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

8 watts, Cat-III[2-15-2]

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

110 Supplying and erecting LED street light / Flood light fittings with 11.00 Ea. 4997.48

High power White LEDs wattage of 3 Watt and above assembled

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

free High pressure die cast aluminum housing with smooth finish

powder coated and heat sink extruded aluminium with diffuser

and Polycarbonate optics/ lenses, with toughened glass with

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

Power Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/

watt LED driver efficiency > 85 %.(fittings required LM-79 & LM-

80 certificates) (NOTE: Below description have shown ranges of

Wattage capacity of LED fittings. The Engineer incharge may

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

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

above 48 to 60 Watts, Cat-lll[2-16-2]

111 (C) Post Top Lantern LED fitting comprises of finish cast 2.00 Ea. 4819.72

aluminum spigot and spun aluminum canopy fixed with opal

polycarbonate, pipe arrangement for vertical mounting driver and

accessories wired upto terminal block. IP 65, (ii)32-40W, Cat-III

112 Providing & Erecting full SS Body (SS 304) Split type water 1.00 Ea. 61115.10

cooler having storage capacity 160 to 175 Ltr.(Tank SS 304) &

Cooling capacity 150 ltr. Per hour @ an ambient temp of

C.The outlet temp. of the water should drop by 150C within a

hour,The water cooler should be comprising of hermetically

sealed Reciprocating compressor with R134A, fan motor, Copper

Condensing unit with company fabricated Outdoor Unit water

tank surrounded by evaporating coil, thermostats, relay

etc.complete with necessary copper tube & Insulation, M.S

Chanel Stand with Painting for water tank & M.S. Powder Coated

Stand for Outdoor unit with Installation.

With DPELCB and 4 Way DB Box with accessory Three core

Cord for connection.8-13-2.

113 Supplying & erecting reverse osmosis (RO) water purification 1.00 Ea. 77891.20

system with M.S. powder coated pedestal frame, prefilter

housing carbon filter suitable buster DC pump, auto low & high

pressure switches with following size of LPH capacity & erected

as directed ](D) 100 LPH with 1 phase / 3 phase Raw water

pump of 500LPH @ 2.5kg/cm2 - (1N0 - Kirloskar /CRI/Lubi),

Dual media filter 10"x54" - (1 No), Micron cartridge filter 20" x

2.5" ( 1No), High pressure pump 500LPH @ 10kg/cm2 - (1No -

Shimge /CRI /Lubi), RO Membrane housing with RO membrane

of 40*40 - (1No), RO pressure tube 4" x 1E - ( 1No), 0 - 1200LPH

Rotameter -(2 Nos), with Recovery Rate 50%.'8-13-6 (D)

Total of Electrification Work

Total Amount (Civil+ Electrification) TOTAL Rs.

Total Amount (Civil+ Electrification) TOTAL Rs.

i.e. Rupees Seventy Two Lakh(s) Thirty Thousand Three Hundred Sixteen And Paise Twenty Only

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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

Deputy Executive Engineer Deputy Executive Engineer

Panchayat (R & B) Sub Division Godhra Electrical Sub Division

DAHOD R&B Deptt. Godhra

Divisional Account Officer Executive Engineer

Panchayat (R & B) Division Godhra Electrical Division Executive Engineer

DAHOD R&B Deptt. Godhra Panchayat (R & B) Division