Construction of New Prathmik Pashu Sarvar Kendra at Village Mora Rena Ta. Shahera Dist. Panchmahal

Name of Work :- Construction of New Prathmik Pashu Sarvar Kendra at

Village Mora Rena Ta. Shahera Dist. Panchmahal

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

Civil works items

1 Excavation for foundation upto 1.50 mt depth including sorting out and stacking 601.71 Cum 209.46

of useful materials and disposing the excavated stuff for all lead and lift for all

2 Excavation for foundation from 1.50 mt to 3.00 mt. depth including sorting out 236.05 Cum 235.70

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

and lift for all sorts of soil.

3 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 62.85 Cum 4099.59

4 graded stone aggregates 20 mm nominal size) and curing complete excluding

cost of formwork and reinforcement for reinforced concrete work in (A)

Foundations, footings, base or columns and mass concrete.

4 Providing and laying controlled cement concrete M-250 and finishing smooth 33.73 Cum 4624.25

with curing etc complete, including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in Foundations (For Step footing)

5 Providing and laying controlled cement concrete M-250 and finishing smooth 17.98 Cum 4454.10

with curing etc. complete including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in Foundations (For Pad footing)

6 Providing and laying controlled cement concrete M-250 and curing complete 18.17 Cum 8310.50

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

reinforced concrete work in Columns, pillars, posts & struts upto floor two level

for Column upto plinth.

7 Providing and laying controlled cement concrete M-250 and finishing smooth 35.30 Cum 5746.90

with curing etc. complete including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in Slabs, landing, shelves, Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level. (for Ground Beam)

8 Filling available excavated earth (excluding rock) in trenches plinth side of 519.06 Cum 130.39

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

deposited layer by ramming and watering etc. complete.

9 Filling in foundation and plinth with murrum or selected soil in layers of 20 cm 81.52 Cum 273.96

thickness including watering, ramming and consolidating etc. complete.

10 Filling in plinth with sand under floors including watering, ramming, consolidating 18.65 Cum 460.19

and dressing complete.

11 Anti-Termite System : Providing and laying of permanent piping technology anti- 233.30 Sq.m. 134.33

termite treatment before flooring work by installing LLDP (Low linear density

polyethylene) tube of 8 mm O.D. & 6.4 mm 1.D. with inbuilt pressure

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

2 Kg/cm2 and release rate of 1.9 Itr/hour fixed by P-clips and nails. The LLDP

pipe shall be installed at the entire periphery of the building and at internal

network of building at a depth of 20 to 200 mm under floor at every 2 to 3 mtr.

c/c distance (adjusted as per building layout) & ends of loop pass through a PVC

elbow of minimum 32 mm ID at junction box of wall and floor level, entering into

a steel reinforced grooved flexible pipe of minimum 22 mm ID leading into

junction box and the loops shall terminate in junction boxes & test every junction

during injecting chemicals for termite control treatment.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

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

shall be injected by the pressure pump diluted with water @ 10.5 ml/5 ltr of

water at the rate of 2 Kg/sq.cm @ 5 Ltr/SMT. The contractor shall submit

approved line plan for piping system and junction boxes dully approved by

Engineer-in-charge with bond of 5 year warranty. (i) Permanent pipe system with

junction boxes (Only pipe network)

12 Providing and laying damp proof course 25mm thick cement concrete 1:2:4 (1- 26.37 Sq.m. 306.64

cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) and curing

13 Providing and laying brick work using common burnt clay building conventional 42.54 Cum 4021.02

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

structure above plinth level and up to floor two level in cement mortar 1:6 (1

cement : 6 fine sand) including the cost of all materials and labour charges etc.

14 Providing and laying brick work using common burnt clay building conventional 124.04 Cum 4289.33

type bricks having crushing strength not less than 35 Kg/sq.cm. in super

structure above floor two level in cement mortar 1:6 (1 cement : 6 fine sand) for

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

15 Providing and laying brick work using common burnt clay building conventional 38.82 Cum 4329.52

type bricks having crushing strength not less than 35 Kg/sq.cm. in super

structure above floor two level in cement mortar 1:6 (1 cement : 6 fine sand) for

Second Floor including the cost of all materials and labour charges etc.

16 Providing and laying brick work using common burnt clay building conventional 15.46 Cum 4369.70

type bricks having crushing strength not less than 35 Kg/sq.cm. in super

structure above floor two level in cement mortar 1:6 (1 cement : 6 fine sand) for

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

17 Providing and laying half brick work using common burnt clay building 22.80 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 super structure above plinth

level upto floor two level including the cost of all materials and labour charges

18 Providing and laying half brick work using common burnt clay building 5.63 Sq.m. 657.67

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

cement mortar 1:4 (1 cement : 4 coarse sand) in super structure above plinth

level upto floor two level including the cost of all materials and labour charges

19 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6 13.34 Cum 3925.77

crushed stone aggregates 20 mm nominal size) and curing complete including

cost of formwork in (A) Wall Caps / Coping

20 Providing and laying controlled cement concrete M-200 and curing etc. complete 7.34 Cum 7088.18

including the cost of form work but excluding the cost of reinforcement in (C)

Slabs landings shelves balconies, lintel -chhaja, beams, girders and cantilever

up floor to level. (For Lintel) (For G.F. & F.F.)

21 Providing and laying controlled cement concrete M-200 and curing etc. complete 3.18 Cum 7127.29

including the cost of form work but excluding the cost of reinforcement in (C)

Slabs landings shelves balconies, lintel -chhaja, beams, girders and cantilever

up floor to level. (For Lintel) (For S.F.)

22 Providing and laying controlled cement concrete M-200 and curing etc. complete 0.66 Cum 6546.82

including the cost of form work but excluding the cost of reinforcement in (C)

Slabs landings shelves balconies, lintel -chhaja, beams, girders and cantilever

up floor to level. (For Chhajja) (For G.F. & F.F.)

23 Providing and laying controlled cement concrete M-200 and curing etc. complete 0.77 Cum 6585.93

including the cost of form work but excluding the cost of reinforcement in (C)

Slabs landings shelves balconies, lintel -chhaja, beams, girders and cantilever

up floor to level. (For Chhajja) (For S.F.)

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

24 Providing and laying controlled cement concrete work of M-200 and curing 5.27 Cum 8111.31

complete including cost of formwork and excluding reinforcement for reinforced

concrete work in (E) Staircases excluding landing upto floor two level for

staircase in below give fair finish surface (For G.F. & F.F. Staircase)

25 Providing and laying controlled cement concrete work of M-200 and curing 2.64 Cum 8150.42

complete including cost of formwork and excluding reinforcement for reinforced

concrete work in (E) Staircases excluding landing upto floor two level for

staircase in below give fair finish surface (For S.F. Staircase)

26 Providing and laying controlled cement concrete M-200 and curing complete 21.43 Cum 7860.83

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

reinforced concrete work in (D) Columns, pillars posts and struts, upto floor two

level (For Column) (For G.F. and F.F.)

27 Providing and laying controlled cement concrete M-200 and curing complete 7.80 Cum 7899.94

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

reinforced concrete work in (D) Columns, pillars posts and struts, upto floor two

level (For Column) (For S.F.)

28 Providing and laying controlled cement concrete M-200 and curing complete 1.73 Cum 7939.04

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

reinforced concrete work in (D) Columns, pillars posts and struts, upto floor two

level (For Column) (For T.F.)

29 Providing and laying controlled cement concrete M-200 & curing complete 39.16 Cum 6216.55

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

reinforced concrete work in (C) Slabs, landing, shelves, Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level. (For Beam) (For G.F. & F.F.)

30 Providing and laying controlled cement concrete M-200 & curing complete 10.44 Cum 6255.66

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

reinforced concrete work in (C) Slabs, landing, shelves, Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level. (For Beam) (For S.F.)

31 Providing and laying controlled cement concrete M-200 & curing complete 1.97 Cum 6294.76

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

reinforced concrete work in (C) Slabs, landing, shelves, Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level. (For Beam) (For T.F.)

32 Providing and laying controlled cement concrete M-200 & curing complete 28.96 Cum 4612.67

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

reinforced concrete work in (C) Slabs, landing, shelves, Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level. (For Grade Slab) (For G.F.

33 Providing and laying controlled cement concrete M-200 & curing complete 53.97 Cum 6309.47

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

reinforced concrete work in (C) Slabs, landing, shelves, Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level. (For Slab) (For G.F. & F.F.

34 Providing and laying controlled cement concrete M-200 & curing complete 11.87 Cum 6348.58

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

reinforced concrete work in (C) Slabs, landing, shelves, Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level. (For Slab) (For S.F. slab)

35 Providing and laying controlled cement concrete M-200 & curing complete 2.87 Cum 6387.68

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

reinforced concrete work in (C) Slabs, landing, shelves, Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level. (For Slab) (For T.F. slab)

36 Providing I.S.I. Mark T.M.T. bar Fe-500D reinforcement for R.C.C. work 36071.07 Kg. 76.21

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

(For G.F. & F.F.)

37 Providing I.S.I. Mark T.M.T. bar Fe-500D reinforcement for R.C.C. work 5483.00 Kg. 77.21

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

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

38 Providing I.S.I. Mark T.M.T. bar Fe-500D reinforcement for R.C.C. work 1020.00 Kg. 78.21

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

39 Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar bent to shape 25.00 No. 132.20

with hooked ends to R.C.C. slabs curing, laying including painting the exposed

portion of loops, all as per standard design complete

40 Providing & fixing 40 mm thick Single shutter flush door solid core finished with 25.20 Sq.m. 7342.70

both side 1 mm thick lamination both side like 'NOVAPAN 'or equivalent of

natural wood grain shade as approved by this office having telephone black

granite 18 mm thick frame with double stone as per the instruction of Engineer in

charge with necessary SS hinges and fixtures etc. complete.

41 Providing & fixing 35 mm thick Single shutter flush door solid core finished with 14.49 Sq.m. 6933.65

both side 1 mm thick laminationboth side like 'NOVAPAN 'or equivalent, of

natural wood grain shade as approved by this office having telephone black

granite 18 mm thick frame with double stone including fixed ventilation above

lintel level as per drawing and as per the instruction of Engineer in charge with

necessary SS hinges and fixtures etc. complete.

42 Providing, supplying and fixing of UPVC full height 3 track sliding window having 17.01 Sq.m. 8150.70

frame made from 25 x 65 mm/ 30 mm x 65 mm having single and double glass

option, Filled with 12/10 mm toughen glass and gap filled with silicon and other

rubber gasket including handle of puss lock spring type including all material,

labour and accessories as per directed by engineer incharge.

43 Providing and fixing window having extruded aluminum colour anodized section 53.55 Sq.m. 3328.96

frame main outer size 95mm x 24mm x 1.17mm (@ Wt. 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 31.75mm x 1.50mm (@ Wt. 1.06 Kg/mt) with

sliding shutters of horizontal member size 40mm 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

powder coated aluminum fittings and fixtures and transparent silicon sealant

glass fixing including granite frame as per details etc. complete.

44 Providing and fixing M.S. hollow section box grills of required pattern to frames 173.51 Kg. 222.20

of windows or opening etc. with M.S. section of 2.5" x 2.5" square of Tata of

jindal section having finish with G.I. coated finish by zinc oxide and oil paint

including all labour and material as per directed by engineer incharge.

45 Providing and fixing louvered type ventilators with powder coated aluminum 2.16 Sq.m. 13736.00

fittings and fixtures and Blur glass fixing to adjustable louvers and black granite

frame as per details and executed as per directed by Engineer in charge.

46 Providing and fixing M.S. grills of required pattern to wooden / Marble / Granite / 1498.04 Kg. 110.09

Stone frames of windows etc. with M.S. flats at required spacings and frame

alround, square or round bars with round headed bolts and nuts or by screws (A)

Ornamental Grill.

47 Providing and laying Vitrified tiles 8 to 10 mm thick, 36'' x 36'' in flooring treads of 331.26 Sq.m. 1484.61

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 24" x 24" vitrified 8 mm thick tiles flooring over 20mm 42.54 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 anti skid.

49 Providing and laying Marbo Granite tiles 8 to 10 mm thick, 24'' x 24'' in skirting, 234.57 Sq.m. 1141.45

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

sand) and jointed with white cement slurry.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

50 Providing and laying polished Kota stone slab flooring over 20mm (average) 27.74 Sq.m. 976.72

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

51 Providing and laying 18 mm thick machine cut, free edges, machine polished 79.40 Sq.m. 3325.93

Black Granite tread and risers in single piece with 1 cm nosing and necessary

grooves on treads etc. complete.

52 Providing and laying broken china mosaic flooring for terrace using 12 mm to 20 181.23 Sq.m. 747.29

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.

53 Providing and laying BBCC of 75mm thick layer in CM (1:3) including spraying 212.71 Sq.m. 615.09

two coat of water proofing chemical with selected brand by enginner in charge

i.e. perma or other with leveling complete for ready base of china mosaic

54 Providing and cement vata (10cm x 10cm size) quarter round in cement mortar 289.95 Rmt. 23.68

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

55 Providing 15mm thick cement plaster in single coat on rough (similar) side of 955.23 Sq.m. 167.03

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

even and smooth in cement mortar 1:4 (1 cement : 4 sand) including galvanised

iron chicken mesh complete.

56 Providing 15mm thick cement plaster in single coat on brick/concrete walls for 387.41 Sq.m. 191.85

interior plastering upto floor two level and finished even and smooth in cement

mortar 1:4 (1-cement : 4 sand) for ceiling.

57 Providing 20mm thick sand faced cement plaster including hexagonal type 580.73 Sq.m. 356.23

Chicken mesh wire on walls upto height 10 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. (For G.F. &

58 Providing 20mm thick sand faced cement plaster including hexagonal type 423.94 Sq.m. 386.51

Chicken mesh wire on walls upto height 10 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. (For S.F.)

59 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 54.12 Rmt. 41.00

60 Applying two coats of putty & two coats of primer of approved brand and 955.23 Sq.m. 40.59

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. (Wall putty)

61 Applying two coats of putty & two coats of primer of approved brand and 387.41 Sq.m. 42.67

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. (Ceiling Putty)

62 Wall painting two coats with plastic emulsion paint of approved brand and 955.23 Sq.m. 78.90

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth. (Interior Paint)

63 Finishing wall with weather proof exterior emulsion paint on wall surface (two 1338.63 Sq.m. 114.53

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

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

64 Wall painting two coats with plastic emulsion paint of approved brand and 387.41 Sq.m. 80.98

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth on ceiling.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

65 Providing, laying and jointing in true line and level I.S.I. mark 40mm dia. U.P.V.C 48.00 Rmt. 148.12

pipe (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 or shall

be concealed as directed including necessary fitting etc. including testing of pipe

and joints and fixing the same with adhesive solvent including cost of all

66 Providing, laying and jointing in true line and level I.S.I. mark 32mm dia. U.P.V.C 70.00 Rmt. 119.15

pipe (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 or shall

be concealed as directed including necessary fitting etc. including testing of pipe

and joints and fixing the same with adhesive solvent including cost of all

67 Providing, laying and jointing in true line and level I.S.I. mark 25mm dia. U.P.V.C 62.00 Rmt. 91.84

pipe (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 or shall

be concealed as directed including necessary fitting etc. including testing of pipe

and joints and fixing the same with adhesive solvent including cost of all

68 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. U.P.V.C 54.00 Rmt. 72.65

pipe (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 or shall

be concealed as directed including necessary fitting etc. including testing of pipe

and joints and fixing the same with adhesive solvent including cost of all

69 Providing and fixing concealed center point to wall, ceiling and floor I.S.I. mark 25.00 Rmt. 653.77

C.P.V.C. (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for

potable water of following dia. nominal bore tube fittings and clamps including

making good the wall, ceiling and floor etc. complete. (F) 50 mm dia.

70 Providing and fixing concealed center point to wall, ceiling and floor I.S.I. mark 25.00 Rmt. 249.72

C.P.V.C. (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for

potable water of following dia. nominal bore tube fittings and clamps including

making good the wall, ceiling and floor etc. complete. (B) 25 mm dia.

71 Providing, laying and jointing in true line and level I.S.I. mark 110mm diameter 114.50 Rmt. 835.15

U.P.V.C. SWR 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 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 110mm diameter x 149mm length x 145mm high at every 2000mm center

to center or shall be concealed in wall as directed including necessary fitting

such as bends, shoes etc. including testing of pipe and joints and jointed with

adhesive solvent cement including cost of all materials.

72 Providing and fixing screw down bib taps of following size (A) Brass chromium 12.00 No. 186.83

plated screw down bib tap (i) 15mm dia. as approved by Engineer in charge for

73 Providing and fixing screw down bib taps of following size (A) Brass screw down 23.00 No. 214.81

bib tap polished bright (ii) 20mm dia. as approved by Engineer in charge for all

74 Providing and fixing pillar tap, capstan head screw down high pressure with 14.00 No. 354.69

screw, shanks and back nuts (B) 20mm dia. as directed by Engineer in charge.

75 Providing and fixing chromium plated brass half turn flush cock of approved 20.00 No. 263.77

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

Engineer in charge.

76 Providing and fixing Gun metal check or non return full way wheel valve. 40 mm 5.00 No. 663.43

77 Providing and fixing Gun metal check or non return full way wheel valve. (D) 32 7.00 No. 314.73

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

78 Providing and fixing Gun metal check or non return full way wheel valve. (C) 25 5.00 No. 420.63

79 Providing and fixing Table top basin having Granite of 18 to 20 mm thick having 6.00 No. 9215.24

minimum single piece length of 210 mm to be fixed on walls to act as Study

Table / Wash basin, including fixing the same using cement mortar in proportion

1:1 etc. complete, necessary groove in walls by machine, Front side round the

edge and cutting hole in granite stone for washbasin / Computer wire including

rubbing and polishing finishing jointed with grey cement slurry including rubbing

and polishing finishing etc. complete with all labour & material & equipment etc.

completed as directed by Engineer-in-charge (A) Granite slab 18mm thick

80 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets fixed 6.00 No. 603.19

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

81 Providing and fixing C.P. brass shower rose with 15mm or 20mm inlet.(A) 4.00 No. 282.16

100mm dia. each

82 Providing and fixing 600mm x 450mm bevelled edge mirror of superior glass 6.00 No. 833.73

mounted on 6mm thick A.C. sheet or plywood sheet and fixing to wooden plug

with C.P. brass screws and washers.

83 Providing and laying wash down water closet (European type Wall hung W.C. 7.00 No. 10261.60

pan) Florentine series FLS-WHT 0111B including providing and fixing metropole

flush cock seat cover, jet wash etc. complete unit of jaquar branch (or

equivalent) including installing and fitting as per manufacturers standards by

skilled trained plumber including testing etc. complete quality and brand as

approved by Engineer in charge.

84 Providing and fixing Urinal of approved quality including connection with trap and 5.00 No. 1557.35

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

earthenware. 550mm x 300mm

85 Providing & fixing Marble for Urinal partition of 16 mm to 18 mm thickness with 0.67 Sq.m. 4157.16

outside & inside all edges with half round moulding and fixing with cement

mortar on wall and filling joints with necessary materials like araldite, epoxy with

selected color etc. complete as directed by engineer in charge.

86 Providing, laying and jointing in true line and level I.S.I. mark 160mm diameter 30.00 Rmt. 831.22

U.P.V.C. (Type B) 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 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

160mm diameter x 210mm length x 196mm high at every 2000mm center to

center or shall be concealed in wall as directed including necessary fitting such

as bends, shoes etc. including testing of pipe and joints and jointed with

adhesive solvent cement including cost of all materials.

87 Providing and fixing PVC SWR Nahni Trap IS 14735 for drain with jail of the 11.00 No. 558.36

following nominal diameter of self cleansing design with C.I. screwed down of

hinged grating including the cost of cutting and making good the walls. (i)

88 Providing and fixing S.W.gully trap with C.I. grating brick masonary chamber and 8.00 No. 1292.19

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

weight (i) square mouth traps (A) 100 mm x 100 mm size P type.

89 Providing and laying (two level or slopes) and jointing with stiff mixture of cement 8.00 Rmt. 305.13

mortar in proportion 1:1 salt glazed stone ware pipes following nominal internal

diametre including testing of pipes and joints etc. complete. 150 mm dia.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

90 Constructing brick masonary chamber for under ground C.I. Inspection chamber 7.00 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) 455 mm x 610 mm. internal dimensions,

total weight of cover with frame to be not less than 38 Kgs. weight of cover

Kg. and wt. of frame 15 Kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm. size) foundation concrete 1:5:10 inside

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

of neat cement on walls & a bed concrete etc. complete. (i) inside dimension

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

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

sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6

mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering

15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a

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

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

smooth complete including curing and festing (i) Inside size 900mm x 1200mm

and 1.5M. deep including C.I. cover with frame size 560mm diameter total

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

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

having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement : 5 Coarse sand) (1) A type depth 0.90 Metre for 150mm diameter

92 Providing erecting and fixing double coated Syntex or equivalent PVC (I.S.I.) 3000.00 Litre 3.95

mark water tank of required capacity each with all necessary fittings &

connection etc. comp on terrace.

93 Providing and fixing ball cock of approved quality as directed. (A) Copper metal 2.00 No. 132.89

94 Providing and fixing 90 cm high Stainless steel railing made from anticorrosive 26.58 Rmt. 3162.31

S.S. pipe of 50 mm dia (16 Gauge) as hand rail with S.S. 38 mm dia. (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

mm dia (16 gauge) S.S. pipe including accessories as per detailed drawing as

directed etc. complete.

95 Painting lines, dashes, arrows, letters etc on roads, air fields,on walls and like in 9.80 Sq.m. 123.13

two coats with road marking paint, brushing including cleaning the surface of all

dirt, dust and other foreign matter. (i) Upto 10cm in width.

96 Providing and laying sandwich type kitchen platform of size 2.10 x 0.76 x 0.76 m 3.30 Sq.m. 23530.98

and respected length with dhar polish or moulding having base 4" and support &

base with marble or kota as per site requirement also loft and base finish with

glaze tile and top with selected shed of marble or granite with gas pipe provision

and sink including all fittings, material and labour as per directed by Engineer

97 Providing and fixing M.S. grill entrance gate of predetermine design including all 8.19 Sq.m. 4332.70

material like hinges, roller, stopper, rail head, handle etc having coat of red lead

and painting with selected colour guide by engineer incharge. (Iron Gate (Roller)

98 Providing and fixing M.S. grill entrance gate of predetermine design including all 7.35 Sq.m. 5288.36

material like hinges, roller, stopper, rail head, handle etc having coat of red lead

and painting with selected colour guide by engineer incharge. (Iron Gate)

99 Supplying and fixing the Cold storage of size 9'8" x 9'8" x 8' having capacity 660 1.00 Unit 429048.00

cft, wall and ceiling made from PUF (Poly Urethane Foam), Density 40 +/- 2 Kg /

m3 PUF blowing agent-Hydro Carbon CycloPentane (CFC/HCFC/HFC free)and

floor PUF panel with outside pre coated GI sheet & Inside 9 mm marine ply for

Aluminum Checkered plate, sheet thickness 2.0 mm. and Cooling capacity

17491 BTU/Hr (5.12 kW) x 02 Set other specification as per manufacturer and

directed by engineer incharge.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

100 Providing & fixing Co2 type portable ABC Dry Powder type ABS Fire extinguisher 8.00 No. 3500.00

capacity 4.5 Kg. discharge range 3mt. timing 60 to 180 sec. standard approved

IS code No. 2878:2004.

101 Supplying and Installation of Solar Plant of 6.6kv with Supportive Structure as 1.00 No. 432623.40

per instructed by engineer in charge.

102 Providing and fixing precast Rubber dye / steel dye inter locking concrete block 213.99 Sq.m. 686.90

60mm thick with grade of concrete M-300 pneumatic compressed / vibrated

mechanically and as per approved design confirming to IS 15658 :

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.

103 Providing and fixing precast concrete kerb stone of grey cement based concrete 72.21 Rmt. 383.38

block 30 cm length, 30 cm height and 15 cm thick of M-200 grade concrete as

per approved design and including excavation for fixing in proper line and level,

filling the joints with C.M. 1:3 (1 cement : 3 fine sand) etc. complete.

104 Drilling of 215mm dia. bore in over burden strata (0-30) including lowering and 75.00 Mtr 303.00

fixing of 175 mm nominal dia UPVC pipe/175 mm dia ERW pipe upto required

depth and further drilling of 165mm dia bore hole in rocky strata by DTH rig.

105 Providing & supplying 175mm nominal dia. UPVC “CS” type pipe as per 30.00 Mtr 906.00

IS:12818 and as per detailed technical specification.

106 Electric motor driven borewell submersible pump set conforming to I.S. 8034 1.00 Set 18756.00

and motor conforms to IS-9283 working at 3 phase 400/440 volt 50 C/S A.C.

supply & 2900 R.P.M. discharge 240 LPM and 72 mtr Head, 7.5 hp Cat.

107 SITC of D.O.L starter up to 7.5 H.P. 1.00 Set 8383.00

108 Providing & supplying Flat PVC cable size 4.0 sq.mm as per IS 694 with BIS 60.00 Mtr 87.00

mark and as per detailed technical specification.

109 Heavy duty, 50 mm dia. G.I. Column pipe both end threaded having length 60.00 Mtr 537.00

approximate 3 mtr. confirming to IS 1239 (Part-1) with coupling at one end.

110 Providing, supplying and fitting ISI mark CI D/F Sluice Valves as per IS:14846 1.00 No. 2316.00

(Latest Edition) of following class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete. PN-1 With hand

wheel /cap operated (PD type short body) 50 mm

111 Providing, supplying & fitting ISI mark CI D/F Reflux Valves as per IS:5312 1.00 No. 3307.00

(Latest Edition) of 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

1.0 IS 5312 with ISI mark 50 mm

112 Lowering of Submersible motor pump set complete with required nos and size of 1.00 Job 2500.00

Column pipe 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

pumpset and pipe assembly filled up with water with trail testing..

113 Clamps made from MS plate with 3 holes on either side with nuts & bolts of 1.00 No. 560.70

standard make and suitable size 450 mm x 65 mm x 10 mm flat suitable to

114 Supply of TOP & BOTTOM accessories of 50 mm dia. 1.00 No. 1475.00

115 R&B Approved make ELCBs / RCCBs conforming to IS:12640 and having 1.00 No. 2213.00

sensitivity of 30 mA and Short Circuit with stand capacity of 10 KA and suitable

for operation on 3 phase and neutral 415V. having characteristic of quick action

& tripping with all advance feature & do not incorporate any electronic

component for following Max. rating erected as directed. 40 Amp. Cat.III

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

116 Electrical wiring & fitting charges of electric meter, 40Amp fuse, control panel 1.00 Job 2500.00

etc. including erection of the above items on wooden board, cost of material and

all liasioning work for getting electric connection from concerned Vij Company.

117 Pumping test of the tubewell by sub mersible pump of adequate capacity for 165 1.00 Job 17250.00

118 Providing and fitting readymade prefabricated portable chemicalized ferro 1.00 Job 12187.50

concrete mini panel having outer size 110 x 50 x 190 cm with necessary fitting

for electic panel mounting complete as per detailed specification and drawing.

119 Three Phase GEB power charges. 1.00 Job 14000.00

120 Providing and fixing precast concrete kerb stone of grey cement based concrete 9.00 Rmt. 361.64

block 30 cm length, 30 cm height and 15 cm thick of M-250 grade concrete as

per approved design and including excavation for fixing in proper line and level,

filling the joints with C.M. 1:3 (1 cement : 3 fine sand) etc. complete.

121 Clearing and grubbing road land including uprooting rank vegetation grass 0.078 Hect. 80243.79

bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials (A) by manual means in

area of light jungle.

122 Providing and laying controlled cement concrete M-250 & curing complete 5.73 Cum 6778.11

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

reinforced concrete work in (B) Walls, from top of foundation level upto floor two

level (For RCC Wall)

123 Constructing brick masonry chamber for underground C.I. Inspection chamber 1.00 No. 3660.76

and bends with bricks having crushing strength not less than 35Kg./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.(ii) Inside dimensions 500mm x

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

124 Providing and laying C.I. steps 50cm x 15cm. 2.25cm. and Ci cover suitable 1.00 No. 6303.41

frame with necessary fixtures and joint and finish complete. (Including sump step

in staggered form including two coat of oil paint)

125 Providing 20 mm thick double coat mala plaster on interior brick/ concrete work 39.00 Sq.m. 270.43

for plastering comprising of base coat of 12 mm thick cement plaster in cement

mortar 1:4 (1 cement : 4 sand) in rough finishing and 8 mm thick top coat of

cement mortar 1:2 finished with trowel including scaffolding and curing complete.

126 Providing and fixing of submersible motor of required quality and with control 1.00 No. 9595.00

panel of 1.00 HP etc complete with having outlet 25 mm dia.

127 Providing & fixing to wall, ceiling and floor galvanized mild steel tubes (medium 15.00 Rmt. 602.70

grade) of the following nominal bore, tube fittings and clamps including making

good the wall, ceiling and floor (E) 40mm.

128 Providing and laying cement concrete 1:5:10 (1-Cement : 5 fine sand :10 graded 18.00 Rmt. 213.71

stone aggregate 40mm nominal size) bedding for stoneware pipes of following

internal diameters with necessary formwork and curing complete.(B) 150mm dia.

(166mm avg. bed thickness)

129 Extra over item 24.1 for providing salt glazed stoneware fittings. (i) Bends of 5.00 No. 63.79

required degree (any radious) of following nominal diameters. (B) 150mm dia.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

130 Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and 40.77 Sq.m. 621.99

polished to Granolithic finish top layer 6mm thick with white, black or white and

black marble chips of size from smallest to 4mm nominal size laid in cement

marble powder mix 3:1 (3- cement : 1 marble powder by weight) in proportion of

4:7 (4-cement marble powder mix : 7-marble chips by volume) 20mm thick with

under layer 14mm thick cement plaster 1:3 (1-cement : 3-coarse sand) (A) Dark

shade pigment with ordinary cement (In top layer only)

131 Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and 15.40 Cum 174.23

stacking of useful materials and disposing off the excavated stuff upto 50 Meter

lead (B) Dense or Hard soil.

132 Providing and laying controlled cement concrete M-150 for curing complete 3.10 Cum 3784.60

excluding cost of formwork and reinforcement for reinforced concrete work in (A)

Foundations, footings, base of columns and mass concrete.

133 Double half brick thick honey comb brick work with common burnt clay building 69.04 Sq.m. 307.58

bricks having crushing strength not less than 35 Kg/Sq.cm. (i) In cement mortar

1:4 (1 cement : 4 coarse sand)

134 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not 2.00 No. 958.17

less than 35 Kg.

135 Providing, laying (to level or slopes) and jointing reinforced concrete light duty 49.00 Rmt. 248.67

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. (B)

136 Constructing brick masonry chamber for underground C.I. Inspection chamber 2.00 No. 7180.44

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.

137 Providing, laying (to level or slopes) and jointing reinforced concrete light duty 30.00 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)

138 Filling in foundation and plinth with brick bats, chhara in layers of 20cm. 6.20 Cum 600.56

thickness including watering, ramming and consolidating etc. complete.

139 Providing and fixing PVC SWR Nahni trap IS-14735 for drain - 75 mm diameter 10.00 No. 547.22

with jali of the following nominal diameter of self cleansing design with C.I

screwed down or hinged grating including the cost of cutting and making good

140 Office Table :- 18mm thick three layer pre laminated particle board Work with 3.00 No. 23000.00

PVC edge band 2mm thick wrapped around the top, decorative aluminium

bidding in top and modesty including all necessary elements with necessary

features and fastning finish all as per directed by Engineer in charge. 6 FT Office

Table (Dimension :- 180 cm x 90cm x 75 cm) with suitable brand.

141 Revolving Chair :- Full-Back Executive Office Chair upholstered in bonded 3.00 No. 14750.00

leather and PVC, Padded seat and back for all-day comfort and support,

Pneumatic seat-height adjustment; 360-degree swivel; smooth-rolling casters

and having overall dimension 73.9D x 66.5W x 115.6H centimeters with Armrest

(Brown) with selected brand.

142 File Rack :- lack adjustable 5-Shelf Shelving Unit Storage Rack Utility Rack 3.00 No. 7700.00

Garage Shelves Display Rack Steel Boltless Rivet Rack, 60 inches Height 1-

Pack ({5 - SECTION } 5'[H] x 2'[L] x 1'[D]) with suitable brand.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

143 Visiting Bench :- Chair Three Seater Waiting Area Chair Reception Chair 325- 2.00 No. 10700.00

350 Kg Weight Handling Capacity. Durable Parts and support, Our Chairs have

whole welded connections.

Product dimensions: Length (70 inches), Width (23 inches), Height (31 inches)

Color : Shining Silver, Material : Mild Steel (Iron), Finish: Chrome Finish, Style:

144 Steel Stool :- Office Stainless Steel Stool having minimum overall dimension 6.00 No. 1800.00

35.6D x 35.6W x 76.2H Centimeters, made with S.S. leg and rubber pad /

bushing with suitable brand which will select by engineer in charge.

145 Chair :- S.S. Chair for Office having seat and back with selected cushion, Fabric, 6.00 No. 2600.00

Pattern, PU with arm rest and minimum overall dimension 78.7D x 41.9W x

78.7H Centimeters with suitable brand which will select by engineer in charge.

146 Stainless Steel Office Almirah : Supply and installing Portable Modern double 5.00 No. 15000.00

Door steel almariah with nearer 30 kg wt having dimension 36 x 18 x 78.5 inch

made from SS, Eco friendly and UV resistant in grey color having minimum

partition for file rack and other department as per selected and directed by

Engineer incharge.

147 Providing, supplying and fixing the AC of 1.5 tonne of standard company i.e. 3.00 No. 45000.00

Blue star, Panasonic or equivalent as per manufacturer specification and select

by Engineer incharge

148 Providing and laying burnt brick masonary for super structure with ordinary 36.21 Cum 4320.08

portland cement mortar 1:5 proportion including providing scaffolding racking out

joints curing etc. complete for all leads and lifts. (Conventional Bricks) upto floor

149 Providing 20 mm thick sand faced cement plaster with Gutka on walls upto 414.46 Sq.m. 329.29

height 10 meters 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 (1cement

:1 sand) etc. complete including painting with two coats of water proof acrylic

emulsion paint to give an even shade.

150 Providing and laying and fixing 50 mm thick expansion joint by hydro cell semi 6.66 Sq.m. 1491.03

rigid UV resistance with high performance laminated closed cell polythene foam

joint filler in sheet foam as directed etc. complete.

151 Providing and fixing Barbed wire for Y shape fencing on existing coping / wall, 89.16 Rmt. 1177.66

Fencing made of galvanized steel wire of including all material like angle post

fixing in wall/coping of a size ISA 45 x 45 x 4 mm (1.5m C/C) with 150 x 150 x

mm base plate and anchor bolts M-12 - 4 nos on each plate and 4 nos of barbed

wire on each side including ring (9.38 kg/100 Rmt), Plate also covered by CC if

required and all section having coat of red lead and painting with selected colour

guide by engineer incharge.

152 Dismentaling of sheet roofing including ridges, hips, valleys, gutters etc. stacking 133.00 Sq.m. 52.03

of serviceable materials and disposal of unserviceable materials with all lead and

lift. (ii) A.C. sheet roofing.

153 Dismentling wood work, wrought framed and fixed in frames trusses including 10.91 Cum 1711.65

stacking the materials with all lead and lift.

154 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including 18.00 No. 182.94

chowkhats architraves, hold fasts and other attachment etc. complete and

stacking them within all lead and lift. (i) Not exceeding 3 Sq.M. in area.

155 Demolition of Brick work and stone masonry including stacking of serviceable 115.47 Cum 536.09

materials and disposal of unserviceable materials with all lead and lift. (ii) In

156 Demolition including stacking of serviceable materials and disposal of 29.48 Cum 1030.81

unserviceable materials with all lead and lift. (i) R.C.C. work

157 Dismentling steel work including distempering and stacking the materials with all 270.00 Kg. 3.67

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

Electrical Items

158 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) 76.00 Each 485.81

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

159 Point wiring for Fan/Exhaust with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 23.00 Each 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

160 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin 21.00 Each 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

161 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are 11.00 Each 510.05

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

PVC pipe and accessories erected concealed in wall/ceiling complete. Cat. III

162 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are 16.00 Each 871.63

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. [III] For 16A Plug and 16 amp switch with 2-2.5

sq.mm Cu. Wire with 2.5 sq.mm (green) earthing wire from mcb d b board. (f)

with medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete. Cat. III

163 Providing & erecting insulated socket 3P+N+E with Plug16A rating which is 2.00 Each 1706.90

comprised of Four pole MCB slot and insulated socket IP40 cat-III

164 Supplying and erecting approved make online Un-interruptible Power Supply 1.00 Each 130103.15

system comprising flat cum-boost charger, static Inverter & sealed maintenance

free SMF batteries. The charger having operating capacity for input 160-270V

AC & inverter having output 230V,50 Hz Ac with 0.8 load power factor with

battery, over / under voltage output with over load & short circuit protection

equipment. The system housed in CRC sheet duly powder coated paint with

following power backup.with MS painted batteries stand, 10% Overload capacity

for momentary load. (D) 5 KVA with 1Hr Backup

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

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

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

site situation directed by Engineer In charge.

166 (3) Two Pin/RJ-11 Telephone Socket 5.00 Each 160.59

[A] For One Gang- Cat. III

167 (8) Computer RJ-45 socket 5.00 Each 160.59

[A] For One Gang- Cat. III

168 (24) Batten Holder/Angle Holder with modular frame with metal ring. Cat-III 31.00 Each 64.64

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

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

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

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

wire of green colour for earth continuity of following size. (A) With medium class

Rigid PVC pipe and accessories

(i) 4 wire 10 sq. mm (use earth wire of 4 sq.mm ) 60.00 RM 425.21

(h) 4 wire 6 sq. mm 60.00 RM 260.58

(e) 3 wire 6 sq. mm 45.00 RM 200.99

170 Providing and erecting Sheet Steel powder coated MCB distribution board - flush 1.00 Each 1492.78

/ 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 (A) single phase incoming and horizontal single phase outgoing. (b)

sheet steel double door (i) 12 way

171 Providing and erecting Sheet Steel powder coated MCB distribution board - 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) 8 way 1.00 Each 3412.79

172 Providing and erecting Approved make RCCBs conforming to IS: 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 directed

(iii) 25 Amps. FP Cat. III 1.00 Each 1969.50

173 Providing and erecting Approved make RCCBs conforming to IS: 12640 and

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

suitable for operation on 3 phase and neutral 415V, 50Hz. having characteristic

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

electronic component for following Max. rating erected as directed.

(iii) 63 Amps. FP Cat. III 1.00 Each 3040.10

(ii) 40Amps. FP Cat. III 1.00 Each 2637.11

174 Providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to 35.00 Each 112.11

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

175 Providing & erecting 415 V MCB three Pole for Motor & Inductive Load (C 4.00 Each 587.82

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

having following capacity (b) 6-32 Amp. Cat. III

176 Supplying & erecting in earthpit of minimum bore dia. 225mm size approved 3.00 Each 5842.85

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

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

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

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

value surrounded by highly conductive compound with high charge dissipation

suitable for following type of applications with chamber and heavy duty cover.

(approved make OEM has to submit test certificate including value of earth

resistane of installation.

[A] For electrical installation up to 440 V Length of Pipe - 1 Mtr

Back filling compound - 1 Nos. of Bag of 15 Kgs.

177 Providing and erecting Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade 5.00 Each 823.15

G.I. pipe with necessary coupling buch buried in specially prepared earth pit &

G.I. earth wire of 8 SWG erected & connected as directed (For panel)

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

178 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 25.00 Each 373.70

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 0.9, THD < 15%, CCT

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

select any wattage capacity between the ranges shown) (A) Tube Light with

integral driver (iv) 22-24 Watts, Surge - 2KV, IP-20, conventional 4 feet

179 Supplying and erecting led lamps with following wattage capacity of 220 to 240 31.00 Each 112.11

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)

180 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 15.00 Each 427.23

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 pressure die

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

aluminium casted body with company mark/name 160V to 270V,Power Factor

more than 0.9, THD < 15 %, CCT 3000 K to 6500K, Luminaire efficacy>

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 select any wattage capacity between

the ranges shown) (A) Square/ Circular shaped Surface/Recessed Mount

Downlight with provision for spring loaded mounting clips complete. IP20 (ii) 11-

15 watts, Surge-2 KV - Cat III

181 Supplying and erecting LED street light / Flood light fittings with High power 5.00 Each 3345.12

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 select

any wattage capacity between the ranges shown) (A) Street Light (IP-65), Surge

protection -4KV integral and Light must have 440VAC line supply with over-

voltage protection. (i) above 36 to 48 watts

182 Providing & erecting Approved make Power Saving 50 Watt Ceiling Fan with 17.00 Each 1948.29

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

sweep complete having 3blades with aluminium blades with, canopy & 30 cm.

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

183 Providing & erecting fresh air fan 250 mm dia with square frame make of ABS 6.00 Each 1559.44

body with louvers. Cat. II

i.e. Rs. One Crore Thirty Two lacs Fifty Four thousand One hundred Twenty Seven and Fourty paisa only.

Deputy ExecutiveExecutive

Deputy Executive

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

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

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.

6. Credit for dismantalled materials of amount of Rs. 12,765.00 must be recovered from 1st R.A. bill of

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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Shahera Godhra Godhra