Construction of New Computer Centre, Office Building, Exam Room and Record Room in M.N. College Campus, at Visnagar, Dist. Mehsana

No. more or In Figure In words Estimated Quantity

less Rs. Ps.

1 Excavation for foundation in sand, gravel, clay soft soils 3426.00 Cu.M. 511.45 Rupees Five Hundred

and murrum etc. including shoring, strutting dewatering Cu.M. Eleven And Paise Forty

as necessary and disposing of the excavated stuff as

(A) Depth upto 3.0 Mt.

2 Excavation for foundation in sand, gravel, clay soft soils 3303.00 Cu.M. 599.48 Rupees Five Hundred

and murrum etc. including shoring, strutting dewatering Cu.M. Ninety Nine And Paise

Forty Eight Only

as necessary and disposing of the excavated stuff as

(B) Depth from 3.0 Mt. to 6.0 Mt.

3 Excavation for foundation upto 1.50 mt depth including 84.00 Cu.M. 122.98 Rupees One Hundred

sorting out and stacking of useful materials and Cu.M. Twenty Two And Paise

Ninety Eight Only

disposing the excavated stuff with all lead

(A) Loose of Soft soil.

4 Filling in foundation and plinth with sand in layers of 20 525.00 Cu.M. 399.94 Rupees Three Hundred

cm. Thickness including watering ramming and Cu.M. Ninety Nine And Paise

Ninety Four Only

consolidating etc. complete.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

5 Providing and filling rubbles including hand packing and 439.00 Cu.M. 1,016.66 Rupees One Thousand

filling interstices with quarry spalls behind abutments and Cu.M. Sixteen And Paise Sixty

between returns as directed.

6 Filling available excavated Earth (Excluding Rock ) in 5225.00 Cu.M. 136.92 Rupees One Hundred

trench plinth side of foundation . in layer not excluding 20 Cu.M. Thirty Six And Paise

Ninety Two Only

cm in depth consolidation each deposited layer by

ramming and watering etc. complete

in layer of 20 cm in thickness including ramming Cu.M. Sixty Nine And Paise

Seventy Five Only

watering and consolidating etc. complete.

8 Carrying out plinth treatment to post construction / 1090.00 Sq.Mt. 86.82 Rupees Eighty Six And

existing structure by spraying chemical solution for Sq.Mt. Paise Eighty Two Only

termite control treatment including labour and material

consistent with I.S.I specification. Using Chlordene and

Chiorpurfiles 20 EC. As Per 6131_paret-II Concentration

Weight one percent is recommended i.e one litre 20 EC

chemical emulsion with 19 liter give 1 % concentration

inclusive of one litre chemical emulsion application at the

rate of 5 Litre chemical / Sq.Mt of surface is

recommended as per I.S.

9 Providing and laying controlled cement concrete M-150 144.00 Cu.M. 3,788.24 Rupees Three

and curing complete including the cost of form work but Cu.M. Thousand Seven

Hundred Eighty Eight

excluding cost of reinforcement for reinforced concrete And Paise Twenty Four

work in : Only

(a) Foundations, footings Bases of columns and the like

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

and Mass concrete.

10 Providing and laying controlled cement concrete M-250 474.00 Cu.M. 4,459.15 Rupees Four Thousand

and curing complete including the cost of form work but Cu.M. Four Hundred Fifty Nine

And Paise Fifteen Only

excluding the cost of reinforcement for reinforced

concrete work

in foundation footings, base of columns and mass

11 Providing and laying controlled cement concrete M-250 38.00 Cu.M. 7,211.40 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand Two Hundred

Eleven And Paise Forty

excluding the cost of reinforcement for reinforced Only

concrete work

in Columns, pillars posts and struts Upto Plinth

12 Providing and laying cement concrete 1:3:6 (1 cement : 488.00 Cu.M. 2,968.91 Rupees Two Thousand

3 coarse sand : 6 Crushed stone aggregates 40 mm. Cu.M. Nine Hundred Sixty

Eight And Paise Ninety

nominal size) and curing complete excluding cost of from One Only

(a) Foundation and plinth

13 Providing and laying controlled cement concrete M-150 130.00 Cu.M. 3,884.46 Rupees Three

and curing complete including the cost of form work but Cu.M. Thousand Eight

Hundred Eighty Four

excluding the cost of reinforcement for reinforced And Paise Forty Six

concrete work Only

in plinth slabs

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

14 Providing and laying controlled cement concrete M-200 44.00 Cu.M. 7,160.90 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand One Hundred

Sixty And Paise Ninety

excluding the cost of reinforcement for reinforced Only

concrete work

in Columns, pillars posts and struts G.FLOOR

15 Providing and laying controlled cement concrete M-200 44.00 Cu.M. 7,200.31 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand Two Hundred

And Paise Thirty One

excluding the cost of reinforcement for reinforced Only

concrete work

in Columns, pillars posts and struts F.FLOOR

16 Providing and laying controlled cement concrete M-200 49.00 Cu.M. 7,239.72 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand Two Hundred

Thirty Nine And Paise

excluding the cost of reinforcement for reinforced Seventy Two Only

concrete work

in Columns, pillars posts and struts S.FLOOR

17 Providing and laying controlled cement concrete M-200 20.00 Cu.M. 7,279.13 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand Two Hundred

Seventy Nine And Paise

excluding the cost of reinforcement for reinforced Thirteen Only

concrete work

in Columns, pillars posts and struts T.FLOOR

18 Providing and laying controlled cement concrete M-250 107.00 Cu.M. 5,833.76 Rupees Five Thousand

and curing complete including the cost of form work but Cu.M. Eight Hundred Thirty

Three And Paise

excluding the cost of reinforcement for reinforced Seventy Six Only

concrete work

in Plinth BEAMS

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

19 Providing and laying controlled cement concrete M-200 86.00 Cu.M. 6,055.96 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. Fifty Five And Paise

Ninety Six Only

excluding the cost of reinforcement for reinforced

concrete work in BEAMS Ground Floor

20 Providing and laying controlled cement concrete M-200 83.00 Cu.M. 6,095.37 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. Ninety Five And Paise

Thirty Seven Only

excluding the cost of reinforcement for reinforced

concrete work in BEAMS for First Floor

21 Providing and laying controlled cement concrete M-200 121.00 Cu.M. 6,134.78 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. One Hundred Thirty

Four And Paise Seventy

excluding the cost of reinforcement for reinforced Eight Only

concrete work in BEAMS for Second Floor

22 Providing and laying controlled cement concrete M-200 10.00 Cu.M. 6,174.19 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. One Hundred Seventy

Four And Paise

excluding the cost of reinforcement for reinforced Nineteen Only

concrete work in BEAMS for Third Floor

23 Providing and laying controlled cement concrete M-200 14.10 Cu.M. 5,258.06 Rupees Five Thousand

and curing complete including the cost of form work but Cu.M. Two Hundred Fifty Eight

And Paise Six Only

excluding the cost of reinforcement for reinforced

concrete work in Sills Ground Floor

24 Providing and laying controlled cement concrete M-200 5.00 Cu.M. 5,297.47 Rupees Five Thousand

and curing complete including the cost of form work but Cu.M. Two Hundred Ninety

Seven And Paise Forty

excluding the cost of reinforcement for reinforced Seven Only

concrete work in Sills First Floor

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

25 Providing and laying controlled cement concrete M-200 7.00 Cu.M. 5,336.88 Rupees Five Thousand

and curing complete including the cost of form work but Cu.M. Three Hundred Thirty

Six And Paise Eighty

excluding the cost of reinforcement for reinforced Eight Only

concrete work in Sills Second Floor

26 Providing and laying controlled cement concrete M-200 15.00 Cu.M. 7,567.93 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand Five Hundred

Sixty Seven And Paise

excluding the cost of reinforcement for reinforced Ninety Three Only

concrete work in Lintels Ground Floor

27 Providing and laying controlled cement concrete M-200 13.00 Cu.M. 7,607.34 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand Six Hundred

Seven And Paise Thirty

excluding the cost of reinforcement for reinforced Four Only

concrete work in Lintels First Floor

28 Providing and laying controlled cement concrete M-200 8.80 Cu.M. 7,646.75 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand Six Hundred

Forty Six And Paise

excluding the cost of reinforcement for reinforced Seventy Five Only

concrete work in Lintels Second Floor

29 Providing and laying controlled cement concrete M-200 1.30 Cu.M. 7,686.16 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand Six Hundred

Eighty Six And Paise

excluding the cost of reinforcement for reinforced Sixteen Only

concrete work in Lintels Third Floor

30 Providing and laying controlled cement concrete M-200 5.00 Cu.M. 8,231.50 Rupees Eight Thousand

and curing complete including the cost of form work and Cu.M. Two Hundred Thirty

One And Paise Fifty

smooth finishing of the exposed surface with cement Only

mortar 1:3 (1 Cement : 3 fine sand) but excluding the

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

cost of reinforcement for reinforced concrete work in

CHHAJJAS {Arch / Flat Shaped} Ground Floor

31 Providing and laying controlled cement concrete M-200 6.00 Cu.M. 8,270.91 Rupees Eight Thousand

and curing complete including the cost of form work and Cu.M. Two Hundred Seventy

And Paise Ninety One

smooth finishing of the exposed surface with cement Only

mortar 1:3 (1 Cement : 3 fine sand) but excluding the

cost of reinforcement for reinforced concrete work in

CHHAJJAS First Floor

32 Providing and laying controlled cement concrete M-200 11.00 Cu.M. 8,310.32 Rupees Eight Thousand

and curing complete including the cost of form work and Cu.M. Three Hundred Ten And

Paise Thirty Two Only

smooth finishing of the exposed surface with cement

mortar 1:3 (1 Cement : 3 fine sand) but excluding the

cost of reinforcement for reinforced concrete work in

CHHAJJAS Second Floor

33 Providing and laying controlled cement concrete M-200 8.00 Cu.M. 8,349.73 Rupees Eight Thousand

and curing complete including the cost of form work and Cu.M. Three Hundred Forty

Nine And Paise Seventy

smooth finishing of the exposed surface with cement Three Only

mortar 1:3 (1 Cement : 3 fine sand) but excluding the

cost of reinforcement for reinforced concrete work in

CHHAJJAS Third Floor

34 Providing and laying controlled cement concrete M-200 141.00 Cu.M. 6,183.22 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. One Hundred Eighty

Three And Paise

excluding the cost of reinforcement for reinforced Twenty Two Only

concrete work in SLABS for Ground Floor

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

35 Providing and laying controlled cement concrete M-200 121.00 Cu.M. 6,222.63 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. Two Hundred Twenty

Two And Paise Sixty

excluding the cost of reinforcement for reinforced Three Only

concrete work in SLABS for First Floor

36 Providing and laying controlled cement concrete M-200 121.00 Cu.M. 6,262.04 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. Two Hundred Sixty Two

And Paise Four Only

excluding the cost of reinforcement for reinforced

concrete work in SLABS for Second Floor

37 Providing and laying controlled cement concrete M-200 18.00 Cu.M. 6,301.45 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. Three Hundred One

And Paise Forty Five

excluding the cost of reinforcement for reinforced Only

concrete work in SLABS for Third Floor

38 Providing and laying controlled cement concrete M-200 8.00 Cu.M. 7,302.30 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand Three

Hundred Two And

excluding the cost of reinforcement for reinforced Paise Thirty Only

concrete work in STAIRCASES Ground Floor

39 Providing and laying controlled cement concrete M-200 8.00 Cu.M. 7,341.71 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand Three

Hundred Forty One And

excluding the cost of reinforcement for reinforced Paise Seventy One

concrete work in STAIRCASES First Floor Only

40 Providing and laying controlled cement concrete M-200 8.00 Cu.M. 7,381.12 Rupees Seven

and curing complete including the cost of form work but Cu.M. Thousand Three

Hundred Eighty One

excluding the cost of reinforcement for reinforced And Paise Twelve Only

concrete work in STAIRCASES Second Floor

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

41 Providing and laying controlled cement concrete M-250 6.00 Cu.M. 6,740.74 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. Seven Hundred Forty

And Paise Seventy Four

excluding the cost of reinforcement for reinforced Only

concrete work in Lift Walls Upto Plinth

42 Providing and laying controlled cement concrete M-200 13.00 Cu.M. 6,689.23 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. Six Hundred Eighty

Nine And Paise Twenty

excluding the cost of reinforcement for reinforced Three Only

concrete work in Lift G.FLOOR

43 Providing and laying controlled cement concrete M-200 13.00 Cu.M. 6,726.00 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. Seven Hundred Twenty

excluding the cost of reinforcement for reinforced

concrete work in Walls F.FLOOR

44 Providing and laying controlled cement concrete M-200 17.00 Cu.M. 6,762.78 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. Seven Hundred Sixty

Two And Paise Seventy

excluding the cost of reinforcement for reinforced Eight Only

concrete work in Walls S.FLOOR

45 Providing and laying controlled cement concrete M-200 5.00 Cu.M. 6,799.55 Rupees Six Thousand

and curing complete including the cost of form work but Cu.M. Seven Hundred Ninety

Nine And Paise Fifty

excluding the cost of reinforcement for reinforced Five Only

concrete work in Walls T.FLOOR

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

46 Extra for additional height of propping and centering 289.00 Sq.Mt. 407.75 Rupees Four Hundred

where the height of propping and centering exceeds 4.00 Sq.Mt. Seven And Paise

Seventy Five Only

mt. Between supporting floor two ceiling including

temporary brick or stone pillars for supporting as

47 Providing Thermo Mechanically Treated bar (T.M.T.) 207870.00 Kg. 78.17 Rupees Seventy Eight

(I.S.I. Mark) conforming to I.S. - 1786 Fe - 500D for Kg. And Paise Seventeen

R.C.C. work including bending, binding and placing in

position complete. All floor Level

48 Providing and laying Brick work using common Brunt 233.00 Cu.M. 3,424.52 Rupees Three

clay building bricks having crushing strength not less Cu.M. Thousand Four

Hundred Twenty Four

than 35 Kg./Sq.cm. in foundation and plinth in cement And Paise Fifty Two

mortar 1:6 (1cement : 6 fine sand) (b) Conventional Only

49 Providing and laying Brick work using common Brunt 169.00 Cu.M. 3,706.17 Rupees Three

clay building bricks having crushing strength not less Cu.M. Thousand Seven

Hundred Six And Paise

than 35 Kg./Sq.cm. In super structure above plinth level Seventeen Only

upto floor two level in cement mortar 1:6 (1cement :

fine sand) (b) Conventional {Ground Floor}

50 Providing and laying Brick work using common Brunt 161.00 Cu.M. 3,740.39 Rupees Three

clay building bricks having crushing strength not less Cu.M. Thousand Seven

Hundred Forty And

than 35 Kg./Sq.cm. In super structure above plinth level Paise Thirty Nine Only

upto floor two level in cement mortar 1:6 (1cement :

fine sand) (b) Conventional {First Floor}

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

51 Providing and laying Brick work using common Brunt 159.00 Cu.M. 3,774.61 Rupees Three

clay building bricks having crushing strength not less Cu.M. Thousand Seven

Hundred Seventy Four

than 35 Kg./Sq.cm. In super structure above plinth level And Paise Sixty One

upto floor two level in cement mortar 1:6 (1cement : 6 Only

fine sand) (b) Conventional {Second Floor}

52 Providing and laying Brick work using common Brunt 65.00 Cu.M. 3,808.83 Rupees Three

clay building bricks having crushing strength not less Cu.M. Thousand Eight

Hundred Eight And

than 35 Kg./Sq.cm. In super structure above plinth level Paise Eighty Three Only

above floor two level in cement mortar 1:6 (1cement :

fine sand) (b) Conventional {Third Floor}

53 Providing and laying Brick work using common Brunt 9.00 Cu.M. 3,843.05 Rupees Three

clay building bricks having crushing strength not less Cu.M. Thousand Eight

Hundred Forty Three

than 35 Kg./Sq.cm. In super structure above plinth level And Paise Five Only

above floor two level in cement mortar 1:6 (1cement :

fine sand) (b) Conventional {Fourth Floor}

54 Providing and laying Half brick masonry in common 106.00 Sq.Mt. 602.38 Rupees Six Hundred

brunt clay building bricks having crushing strength not Sq.Mt. Two And Paise Thirty

Eight Only

less than 35 Kg./Sq.cm. In cement mortar 1:3 (1cement :

3 coarse sand) with 2 Nos. of 6 mm. Diameter mild steel

round bars after every three coarse embedded in cement

mortar foundation and plinth (b) Conventional

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

55 Providing and laying Half brick masonry in common 374.00 Sq.Mt. 656.74 Rupees Six Hundred

brunt clay building bricks having crushing strength not Sq.Mt. Fifty Six And Paise

Seventy Four Only

less than 35 Kg./Sq.cm. In cement mortar 1:3 (1cement :

3 coarse sand) with 2 Nos. of 6 mm. Diameter mild steel

round bars after every three coarse embedded in cement

mortar in super structure above plinth level GROUND

FLOOR (b) Conventional

56 Providing and laying Half brick masonry in common 338.00 Sq.Mt. 662.10 Rupees Six Hundred

brunt clay building bricks having crushing strength not Sq.Mt. Sixty Two And Paise

less than 35 Kg./Sq.cm. In cement mortar 1:3 (1cement :

3 coarse sand) with 2 Nos. of 6 mm. Diameter mild steel

round bars after every three coarse embedded in cement

mortar in super structure above plinth level FIRST

FLOOR (b) Conventional

57 Providing and laying Half brick masonry in common 368.00 Sq.Mt. 667.45 Rupees Six Hundred

brunt clay building bricks having crushing strength not Sq.Mt. Sixty Seven And Paise

Forty Five Only

less than 35 Kg./Sq.cm. In cement mortar 1:3 (1cement :

3 coarse sand) with 2 Nos. of 6 mm. Diameter mild steel

round bars after every three coarse embedded in cement

mortar in super structure above plinth level SECOND

FLOOR (b) Conventional

58 Providing and laying Half brick masonry in common 16.00 Sq.Mt. 672.80 Rupees Six Hundred

brunt clay building bricks having crushing strength not Sq.Mt. Seventy Two And Paise

Eighty Only

less than 35 Kg./Sq.cm. In cement mortar 1:3 (1cement :

3 coarse sand) with 2 Nos. of 6 mm. Diameter mild steel

round bars after every three coarse embedded in cement

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

mortar in super structure above plinth level THIRD

FLOOR (b) Conventional

59 Providing and Fixing MAIN DOOR using door frame : 11.00 Sq.Mt. 3,673.37 Rupees Three

Seventy Three And

shutter rebate, with all exposed edges polished, Paise Thirty Seven Only

chamfered and projected 6 mm from finished wall

thickness. (fixing-rear face of green marble shall be

sanded using clean and sieve no.10 passed 2mm, fixed

with araldite and dried for at least 36 hours before fixing

& 35 x 100 MM. M.S. Pipe Hollow frame work as shown

in the detailed design provided by The Architect Office

and double shutter specially designed hollow door with

horizontal 25 x 25 mm. M. S. square pipe bands at equal

distance throughout the height of the frame as per the

detailed design provided by the architect. with 19 mm.

marine ply with edge beading & laminate on both sides

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

the architect.

60 Providing and fixing 38 mm thick DOUBLE SHUTTER 73.00 Sq.Mt. 4,143.02 Rupees Four Thousand

FLUSH DOOR using door frame : 18mm Green Marble Sq.Mt. One Hundred Forty

Three And Paise Two

exposed edges polished, chamfered and projected 6 mm

from finished wall thickness. (fixing-rear face of green

marble shall be sanded using clean and sieve no.10

passed 2 mm, fixed with araldite and dried for at least

hours before fixing & 38 mm thick Shutters with both size

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

1 mm thick Laminated, pattern and design is to be

approved by the Architect, both side with glued PVC

handle size 30 Cm Long, Tower Bolt size 15cm, & Heavy

Stainless steel Aldrop as per detailed drawing / as

61 Providing and fixing 38 mm thick SINGLE SHUTTER 105.00 Sq.Mt. 5,715.59 Rupees Five Thousand

FLUSH DOOR using door frame : 18mm Green Marble Sq.Mt. Seven Hundred Fifteen

And Paise Fifty Nine

exposed edges polished, chamfered and projected 6 mm

from finished wall thickness. (fixing-rear face of green

marble shall be sanded using clean and sieve no.10

passed 2mm, fixed with araldite and dried for at least

hours before fixing & 38 mm thick Shutters with both size

1 mm thick Laminated, pattern and design is to be

approved by the Architect, both side with glued PVC

handle size 30 Cm Long, Tower Bolt size 15cm, & Heavy

Stainless steel Aldrop as per detailed drawing / as

62 Providing and fixing 35 mm thick FRP DOOR using door 26.00 Sq.Mt. 7,274.02 Rupees Seven

Seventy Four And Paise

shade with shutter rebate, with all exposed edges Two Only

polished, chamfered and projected 6 mm from finished

wall thickness. (fixing-rear face of green marble shall be

sanded using clean and sieve no.10 passed 2mm, fixed

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

with araldite and dried for at least 36 hours before fixing

& 35 mm thick door shutter in standard design and size

with 3.2 mm thick high densified molded wood fibre

primer coated skin both side of doors. Skin is to be

confirming to ASTM D-1037 pressed under hot press

over plantation wood frame 65 x 27 vertical style, top rail

and bottom rail as well as lock rail of 125 x 27 mm.

Remaining hollow portion is to be filled up with injected

fire extinguishing grade polyurethane foam {PUF}. The

whole shutter to be weather resistance water resistance

and termite proof including cost of hinges, necessary

screws and aluminium fixtures and fastening.

63 Providing and fixing Three track sliding window using 40.00 Sq.Mt. 2,478.54 Rupees Two Thousand

standard extruded colour anodized aluminium section Sq.Mt. Four Hundred Seventy

Eight And Paise Fifty

equivalent to Jindal Series C (20mm) section numbers: Four Only

frame bottom track 21651, frame top & sides

shutter top rail 20530, bottom rail 20529, side rails

20544, interlock rails 20531. with 5mm thick transparent

tinted float glass, with rubber gasket, air lock strip and

finishing joints with transparent silicon sealant, with

aluminium powder coated fittings and fixtures, as

directed by engineer in charge, as per drawings.

64 Providing and fixing Two track sliding window using 59.40 Sq.Mt. 3,375.42 Rupees Three

standard extruded colour anodized aluminium section Sq.Mt. Thousand Three

Hundred Seventy Five

equivalent to Jindal Series E (30mm) section numbers: And Paise Forty Two

frame bottom track 20878, frame top & sides 20877, Only

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

shutter top & lock rails 21675, bottom rail

interlock rails 20550. with 5mm thick transparent tinted

float glass, with rubber gasket, air lock strip and finishing

joints with transparent silicon sealant, with aluminium

powder coated fittings and fixtures, as directed by

engineer in charge, as per drawings.

65 Providing and fixing colour anodised Aluminium sectional 3.10 Sq.Mt. 2,041.21 Rupees Two Thousand

ventilators using section 63.50 x 38.10 {Section No. Sq.Mt. Forty One And Paise

Twenty One Only

20125 1.50 mm th.} for 5 mm thick Bajari figured

adjustable Glass including fixture and fastenings and

hold fasting with coach bolts etc complete. {Colour as

directed by Engineer in charge except black}

66 Providing and fixing colour anodised Alluminium 11.60 Sq.Mt. 2,598.73 Rupees Two Thousand

sectional ventilators using section 63.50 x 38.10 {Section Sq.Mt. Five Hundred Ninety

Eight And Paise

No. 20125 1.50 mm th.} for 3 mm thick Bajari figured Seventy Three Only

adjustable Glass including fixture and fastenings and

hold fasting with coach bolts etc complete. {Colour as

directed by Engineer in charge except black}

67 Providing and fixing standard extruded of aluminium 13.00 Sq.Mt. 1,525.00 Rupees One Thousand

section of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Sq.Mt. Five Hundred Twenty

Rmt with colour anodized aluminium frame with 5 mm

thick transparent bronze colour tinted float glass as

details etc complete for Fix window.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

68 Providing and fixing Safety grills of required pattern for 8700.00 Kg. 110.60 Rupees One Hundred

windows / Door using 16 mm dia M.S polished bars at Kg. Ten And Paise Sixty

specified spacing inserted and welded inside in

Rectangular CRC pipes of required size as per design

and hold fasting with coach bolts including one coat of

primer and two coats of matt finished oil painting etc

69 Providing and laying Machine polished blue Kota stone 1995.00 Sq.Mt. 1,120.00 Rupees One Thousand

slab flooring over 20 mm. (average) thick base of cement Sq.Mt. One Hundred Twenty

mortar 1:6 (1 cement : 6 coarse sand ) or L.M. 1:1.5 and

laid over and jointed with grey cement slurry.

(A) 25 mm. Thick

70 Providing and laying Machine polished blue Kota stone 113.00 Sq.Mt. 1,267.93 Rupees One Thousand

slab 25 mm. thick in risers of steps. Dado and pillars laid Sq.Mt. Two Hundred Sixty

Seven And Paise Ninety

on 10 mm. thick cement mortar 1:3 (1 cement : 3 coarse Three Only

sand) and jointed with grey cement slurry including

rubbing and semi mirror polishing with emery stone No.

600 complete. (A) 25 mm. Thick

71 Providing and laying 60 x 60 Cm Anti Skid Ceramic 8 169.00 Sq.Mt. 1,090.32 Rupees One Thousand

mm thick Tiles flooring over 20 mm {average} base of Sq.Mt. Ninety And Paise Thirty

cement mortar 1:6 { 1 cement : 6 coarse sand} on new

surface and jointed with colour cement slurry including

finished with flush pointing & cleaning the surface etc.

complete Colour, shade and Pattern approved by

engineer in charge.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

72 Providing and laying 30 x 30 Cm Anti Skid Ceramic 8 29.00 Sq.Mt. 1,090.32 Rupees One Thousand

mm thick Tiles flooring over 20 mm {average} base of Sq.Mt. Ninety And Paise Thirty

cement mortar 1:6 { 1 cement : 6 coarse sand} on new

surface and jointed with colour cement slurry including

finished with flush pointing & cleaning the surface etc.

complete Colour, shade and Pattern approved by

engineer in charge.

73 Providing & Laying 30 cm x 60 cm Glazed 8 mm thick 861.00 Sq.Mt. 1,487.88 Rupees One Thousand

tiles like in skirting risers of steps and dado on 10 mm. Sq.Mt. Four Hundred Eighty

Seven And Paise Eighty

thick cement plaster 1:3 (1 cement : 3 coarse sand) Eight Only

pointing in white cement and jointed with white cement

74 Providing and laying Polished Granite Flooring Machine 171.00 Sq.Mt. 3,492.58 Rupees Three

Cut, Free Edges, 14-18 mm (Average) thick {Single Sq.Mt. Thousand Four

Hundred Ninety Two

piece } for stair steps and riser as per design incl. Half And Paise Fifty Eight

round moulded front edge & 1 cm nosing & necessary Only

groove 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.

75 Providing and fixing pre-cast Rubber Dye / steel Dye 370.00 Sq.Mt. 699.83 Rupees Six Hundred

inter locking concrete block 60mm thick with grade of Sq.Mt. Ninety Nine And Paise

Eighty Three Only

concrete M300 pneumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm Sand layer for levelling

and filling the joint with sand in proper line and level as

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

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

76 Providing and fixing pre-cast concrete kerb stone of gray 73.00 Rmt. 374.92 Rupees Three Hundred

cement based concrete block 30cm length, 30cm height Rmt. Seventy Four And Paise

Ninety Two Only

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 joint with C:M 1:3 (1

Cement : 3 fine sand) etc complete

77 Providing and laying water proofing treatment with china 885.00 Sq.Mt. 1,131.71 Rupees One Thousand

mosaic tiles flooring over avg 50 mm C.C. 1:2:4 {1 Sq.Mt. One Hundred Thirty

One And Paise Seventy

Cement : 2 sand : 4 Kapachi / Grit 6 to 12 mm size} One Only

bedding for maintaining slope for plain and curve surface

& 12 mm to 20 mm of broken piece of ceramic / glazed

tiles ( one for more colour as directed ) to be laid over

cement mortar bedding of C M 1:3 (1 cement : 3 sand )

contain one Kg of water proofing materials per bag of O

P C at plain or / and slops and to be tempered to bring

mortar ceramic up to surface with using white cement

and colour pigment including rounding of junctions and

extending them up to 15 cm along the wall and curing

with bends any patterns or design as per drawing and

cleaning by using oxalic acid etc complete.

78 Providing and laying Mirror polished Granite stone slab 192.00 Sq.Mt. 3,987.48 Rupees Three

14-18 mm (Average) thick For Doors / Windows sill & Sq.Mt. Thousand Nine

Hundred Eighty Seven

Jams Cladding as per design incl. full moulded round And Paise Forty Eight

both edge on 10 mm thick cement mortar 1:3 (1 -cement Only

: 3 coarse sand ) jointed with grey cement slurry

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

including rubbing and polishing & G.I. Fasteners as

required, etc. complete

79 Providing 20 mm thick double coat mala cement plaster 1770.00 Sq.Mt. 284.33 Rupees Two Hundred

on interior brick / concrete work for plastering comprising Sq.Mt. Eighty Four And Paise

Thirty Three Only

of base coat of 12 mm thick cement plaster in cement

mortar (1 Cement : 4 coarse sand) in rough finishing and

8 mm thick top coat of cement mortar 1:2 (1 Cement :

Coarse sand) finished with trovel including scaffolding

curing etc. complete. GROUND FLOOR

80 Providing 20 mm thick double coat mala cement plaster 1520.00 Sq.Mt. 311.60 Rupees Three Hundred

on interior brick / concrete work for plastering comprising Sq.Mt. Eleven And Paise Sixty

of base coat of 12 mm thick cement plaster in cement

mortar (1 Cement : 4 coarse sand) in rough finishing and

8 mm thick top coat of cement mortar 1:2 (1 Cement :

Coarse sand) finished with trovel including scaffolding

curing etc. complete. FIRST FLOOR

81 Providing 20 mm thick double coat mala cement plaster 1550.00 Sq.Mt. 338.87 Rupees Three Hundred

on interior brick / concrete work for plastering comprising Sq.Mt. Thirty Eight And Paise

Eighty Seven Only

of base coat of 12 mm thick cement plaster in cement

mortar (1 Cement : 4 coarse sand) in rough finishing and

8 mm thick top coat of cement mortar 1:2 (1 Cement :

Coarse sand) finished with trovel including scaffolding

curing etc. complete. SECOND FLOOR

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

82 Providing 20 mm thick double coat mala cement plaster 277.00 Sq.Mt. 366.14 Rupees Three Hundred

on interior brick / concrete work for plastering comprising Sq.Mt. Sixty Six And Paise

Fourteen Only

of base coat of 12 mm thick cement plaster in cement

mortar (1 Cement : 4 coarse sand) in rough finishing and

8 mm thick top coat of cement mortar 1:2 (1 Cement :

Coarse sand) finished with trovel including scaffolding

curing etc. complete. THIRD FLOOR

83 Providing 20 mm thick double coat mala cement plaster 38.00 Sq.Mt. 393.41 Rupees Three Hundred

on interior brick / concrete work for plastering comprising Sq.Mt. Ninety Three And Paise

Forty One Only

of base coat of 12 mm thick cement plaster in cement

mortar (1 Cement : 4 coarse sand) in rough finishing and

8 mm thick top coat of cement mortar 1:2 (1 Cement :

Coarse sand) finished with trovel including scaffolding

curing etc. complete. FOURTH FLOOR

84 Providing 10 mm. Thick cement plaster in single coat for 915.00 Sq.Mt. 164.76 Rupees One Hundred

plastering on ceiling and soffits of stairs upto floor two Sq.Mt. Sixty Four And Paise

Seventy Six Only

level and finished even and smooth in :

(I) Cement mortar 1:3 (1 cement : 3 sand) Ground Floor

85 Providing 10 mm. Thick cement plaster in single coat for 936.00 Sq.Mt. 188.71 Rupees One Hundred

plastering on ceiling and soffits of stairs upto floor two Sq.Mt. Eighty Eight And Paise

Seventy One Only

level and finished even and smooth in :

(I) Cement mortar 1:3 (1 cement : 3 sand) First Floor

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

86 Providing 10 mm. Thick cement plaster in single coat for 1106.00 Sq.Mt. 212.66 Rupees Two Hundred

plastering on ceiling and soffits of stairs upto floor two Sq.Mt. Twelve And Paise Sixty

level and finished even and smooth in :

(I) Cement mortar 1:3 (1 cement : 3 sand) Second Floor

87 Providing 10 mm. Thick cement plaster in single coat for 58.00 Sq.Mt. 236.60 Rupees Two Hundred

plastering on ceiling and soffits of stairs upto floor two Sq.Mt. Thirty Six And Paise

Sixty Only

level and finished even and smooth in :

(I) Cement mortar 1:3 (1 cement : 3 sand) Third Floor

88 Providing 20 mm thick cement plaster in single coat on 178.00 Sq.Mt. 340.57 Rupees Three Hundred

brick / concrete wall for interior plastering up to floor two Sq.Mt. Forty And Paise Fifty

Seven Only

level finished even and smooth (i) Cement mortar 1:3 (

1-cement,3 - sand ) and mixing Recrone - S

waterproofing materials in cement mortar in proportion

recommended by the manufacturer for All Floor.

89 Providing and filling screened of burnt coal cinder 55.00 Cu.M. 600.56 Rupees Six Hundred

including and consolidation etc complete. Cu.M. And Paise Fifty Six Only

90 Providing and fixing chicken mesh jali with square of 402.00 Sq.Mt. 92.92 Rupees Ninety Two And

12.50 x 12.50 mm of 25 gauge at junction the Brick Sq.Mt. Paise Ninety Two Only

masonary and reinforcement cement concrete member

including fixing materials scaffolding labour etc. complete

91 Providing 12 mm wide groove / notch in plaster including 1340.00 Rmt. 15.15 Rupees Fifteen And

finishing the same etc. complete for all height. Rmt. Paise Fifteen Only

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

92 Applying two coats of acrylic lappy (putty) and two coats 10865.00 Sq.Mt. 40.59 Rupees Forty And

of primer of approved brand and manufacture on new Sq.Mt. Paise Fifty Nine Only

wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

93 Wall painting (Three coats) with plastic emulsion paint of 5155.00 Sq.Mt. 125.52 Rupees One Hundred

approved brand and manufacture on wall surfaces to Sq.Mt. Twenty Five And Paise

Fifty Two Only

give an even shade including thoroughly brushing the

surface free from mortar droppings and other foreign

matter and sand papered smooth

94 Wall painting (three coats) with plastic emulsion paint of 3015.00 Sq.Mt. 133.23 Rupees One Hundred

approved brand and manufacture on ceilings and sloping Sq.Mt. Thirty Three And Paise

Twenty Three Only

roofs to give an even shade including thoroughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth

95 20 mm. Thick sand faced GUTAKA FINISHED cement 2713.00 Sq.Mt. 482.78 Rupees Four Hundred

plaster on walls upto All height above ground level Sq.Mt. Eighty Two And Paise

Seventy Eight Only

consisting of 12 mm. Thick backing coat of C.M.. 1:3 (1

cement : 3 sand) and 8 mm. Thick finishing coat of C.M..

1:1 (1 cement : 1 sand) including making groove 6 mm

wide and 8 mm deep as approved pattern etc. complete

as directed.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

96 Finishing wall with weather proof exterior emulsion paint 2935.00 Sq.Mt. 73.75 Rupees Seventy Three

on wall surface (two coats) to give an required even Sq.Mt. And Paise Seventy Five

shade after thoroughly brushing the surface to remove

all dirt, and remains of loose powdered materials etc

97 Providing laying and jointing in true line and level 15 mm 240.00 Rmt. 72.65 Rupees Seventy Two

dia. U.P.V.C. Pipe (SCH -40) line including fittings as Rmt. And Paise Sixty Five

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 concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all

materials.

98 Providing laying and jointing in true line and level 25 mm 240.00 Rmt. 91.84 Rupees Ninety One And

dia. U.P.V.C. Pipe (SCH -40) line including fittings as Rmt. Paise Eighty Four Only

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 concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all

materials.

99 Providing laying and jointing in true line and level 40 mm 200.00 Rmt. 147.91 Rupees One Hundred

dia. U.P.V.C. Pipe (SCH -40) line including fittings as Rmt. Forty Seven And Paise

Ninety One Only

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 concealed as directed including necessary

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all

materials.

100 Providing laying and jointing in true line and level 50 mm 80.00 Rmt. 195.67 Rupees One Hundred

dia. U.P.V.C. Pipe (SCH -40) line including fittings as Rmt. Ninety Five And Paise

Sixty Seven Only

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 concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of all

materials.

101 Providing and fixing concealed centre point to wall 150.00 Rmt. 170.36 Rupees One Hundred

ceiling & floor CPVC (SDR 13.5) PIPE having National Rmt. Seventy And Paise

Thirty Six Only

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.

102 Providing and fixing concealed centre point to wall 150.00 Rmt. 253.82 Rupees Two Hundred

ceiling & floor CPVC (SDR 13.5) PIPE having National Rmt. Fifty Three And Paise

Eighty Two Only

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.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

103 Providing and fixing concealed centre point to wall 40.00 Rmt. 447.72 Rupees Four Hundred

ceiling & floor CPVC (SDR 13.5) PIPE having National Rmt. Forty Seven And Paise

Seventy Two Only

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.

104 Providing and fixing Heavy Handle valve of approved 100 No. 437.33 Rupees Four Hundred

brand & following internal dia of Brass including fixing in Nos. Thirty Seven And Paise

Thirty Three Only

pipe lines etc. complete

(A) 15 mm Dia

105 Providing and fixing Heavy Handle valve of approved 30 No. 553.48 Rupees Five Hundred

brand & following internal dia of Brass including fixing in Nos. Fifty Three And Paise

Forty Eight Only

pipe lines etc. complete

(C) 25 mm Dia

106 Providing and fixing Heavy Handle valve of approved 10 No. 728.21 Rupees Seven Hundred

brand & following internal dia of Brass including fixing in Nos. Twenty Eight And Paise

Twenty One Only

pipe lines etc. complete

(E) 40 mm Dia

107 Providing and fixing Butterfly valve Butterfly valves IS 4 No. 2,387.64 Rupees Two Thousand

13095 with lSI mark PN 1.0 of approved brand & Nos. Three Hundred Eighty

Seven And Paise Sixty

following internal dia of Brass including fixing in pipe Four Only

lines etc. complete

(A) 50 mm Dia

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

108 Providing and fixing to wall ceiling floor 10.0 Kg. F/Cm2 150.00 Rmt. 280.23 Rupees Two Hundred

working pressure polythene pipes for soil waste and Rmt. Eighty And Paise

Twenty Three Only

ventilating pipes of the following outside dia. low density,

complete with necessary fittings, wall clamps etc

including making good the wall ceiling and floor.

109 Providing laying and jointing in true line and level 110 460.00 Rmt. 876.11 Rupees Eight Hundred

diameter U.P.V.C. SWR Type B pipe confirming to IS Rmt. Seventy Six And Paise

Eleven Only

13592-1992 with one end plain and other end socketed

with rubbering, & fitting conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall

be jointed with each other with rubber lubricant, pipe

shall be fixed on wall using of PVC clamp of the size

mm diameter x 149 mm length x 145 mm high at every

2000 mm centre to centre 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.

110 Providing laying and jointing in true line and level 160 350.00 Rmt. 834.38 Rupees Eight Hundred

diameter U.P.V.C. SWR Type B pipe confirming to IS Rmt. Thirty Four And Paise

Thirty Eight Only

13592-1992 with one end plain and other end socketed

with rubbering, & fitting conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall

be jointed with each other with rubber lubricant, pipe

shall be fixed on wall using of PVC clamp of the size

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

mm diameter x 149 mm length x 145 mm high at every

2000 mm centre to centre 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.

111 Providing and fixing M. S. Clamp made from 40mm x 850 No. 157.56 Rupees One Hundred

6mm thick M. S. Flat as per design given by Engineer in Nos. Fifty Seven And Paise

Fifty Six Only

charge for fixing the C.I. / G.I. / PVC pipe on wall of duct

to stay away from wall etc. complete.

112 Providing and fixing PVC SWR Nahni Trap IS 14735 for 66 No. 586.60 Rupees Five Hundred

drain - 100 mm diameter with jali of the following nominal Nos. Eighty Six And Paise

Sixty Only

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

or hinged grating including the cost of cutting and

making good the walls.

113 Providing and fixing C.P. bib cock 15mm φ heavy duty 24 No. 552.08 Rupees Five Hundred

with cap Nos. Fifty Two And Paise

Eight Only

114 Providing and fixing C.P. Pillar cock 15 mm Heavy duty 33 No. 799.45 Rupees Seven Hundred

swan neck Nos. Ninety Nine And Paise

Forty Five Only

115 Providing and fixing PUSH bib taps of following size 12 No. 186.83 Rupees One Hundred

(A) Brass chromium plated PUSH TYPE Bib tap Nos. Eighty Six And Paise

Eighty Three Only

(I) 15 mm dia

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

116 Providing and fixing wash basin (52 Dia) CP brass bottle 24 No. 5,283.31 Rupees Five Thousand

trap with brass union and CP brass wall discharge pipe Nos. Two Hundred Eighty

Three And Paise Thirty

with flanges and cap, 32mm dia GI waste pipe with One Only

fittings up to floor trap, 32mm dia CP brass waste

coupling with CP chain and rubber plug, 15mm dia CP

brass concealed stop valve 15mm heavily quality flexible

PVC inlet connection of required length with brass union,

washer and CP brass cap complete in all respects with

15mm dia CP brass pillar tap including cutting and

making good the walls RCC work as directed and

making good the same etc. complete.

117 Providing and fixing SS Sink Glosy ASIS 304 Grade x 1 No. 2,689.63 Rupees Two Thousand

1mm thick with over all size 610 x 460 mm & bowl size No. Six Hundred Eighty

Nine And Paise Sixty

560 x 410 x 200 with single hole for pillar tap Fixing in Three Only

sanwich platform including cutting holes and making

goods the same, necessary fixtures, connections and

waste pipes etc complete

118 Cat No. : S1013200 6 No. 56,782.20 Rupees Fifty Six

One piece EWC S trap 300 mm with B1520118 Soft Nos. Thousand Seven

Hundred Eighty Two

close seat cover, S2040159 CRANE Wall hung wash And Paise Twenty Only

basin 665 x 545 x 190 mm, F9030453 Single lever

clinical faucet, B2210106 Wall mounted grab bar

mm long 2 Nos., B2210108 Wall mounted hinged hand

rail 750 x 100 Paper holder and bottle trap are not part of

the offering 710 x 370 x 770 mm

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

119 Providing and fixing wash down water closet (Wall Hung 17 No. 6,760.94 Rupees Six Thousand

European type W. C. Pan) with integral "P" and "S" trap Nos. Seven Hundred Sixty

And Paise Ninety Four

including jointing the trap with soil pipe in cement mortar Only

1:1 (1-cement, 1-sand) Vista including providing and

fixing plastic seat cover for wash down WC with CP

brass hinges and rubber buffers back plastic seat and

including providing 12.50 Litres low level flushing cistern

with a "P" pair of CI or MS bracket with complete fitting

such as lead valve Siphon 15mm dia brass ball valve

with polythene float CP brass handle, unions and

couplings for connection with inlet outlet and overflow

pipes 40mm dia porcelain enamelled flush bend, Dual

Flushing system including jet spray operated with

necessary valve including cutting holes in walls and

making good the same connecting the flush bend with

cistern and closet vitreous china etc. complete.

120 Providing and fixing Urinal or approved quality including 21 No. 1,036.27 Rupees One Thousand

connecting the Urinal with waste pipe, tap etc. complete. Nos. Thirty Six And Paise

Twenty Seven Only

(A) White earthenware flat back or corner type size

121 Providing and laying Both side mirror polished Black 17.00 Sq.Mt. 1,931.12 Rupees One Thousand

Granite stone slab 18 mm (Average) thick of approved Sq.Mt. Nine Hundred Thirty

One And Paise Twelve

quality incl. full moulded round front edge fixed in wall for Only

partition and jointed with grey cement slurry including

rubbing and polishing etc. complete

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

122 Providing erecting and fixing double coated PVC. (ISI) 11000.00 Liter 3.95 Rupees Three And

mark water tank of reqd capacity each with all necessary Liter Paise Ninety Five Only

fittings & connection etc. complete on terrace.

123 Providing and fixing 600 mm x 450 mm bevelled edge 24 No. 833.73 Rupees Eight Hundred

mirror of superior glass mounted on 6 mm thick A.C Nos. Thirty Three And Paise

Seventy Three Only

sheet or plywood sheet or PVC framing and fixed to

wooden plugs with C.P brass screw and washers.

124 Providing and fixing C.P. brass towel rail complete with 24 No. 603.19 Rupees Six Hundred

C.P. brass brackets fixed to wooden plugs with C. P. Nos. Three And Paise

Nineteen Only

Brass screws

(B) 600 mm X 20mm size

125 Providing and fixing C.P. Hand shower (Health faucet) 23 No. 733.53 Rupees Seven Hundred

with one Rmt. PVC tube with C.P. brass wall hooks C.P. Nos. Thirty Three And Paise

Fifty Three Only

brass screws

126 Providing and fixing C.P. Angle stop cock 15 mm Heavy 92 No. 659.92 Rupees Six Hundred

duty with cap approved brand and quality Nos. Fifty Nine And Paise

Ninety Two Only

127 Providing and fixing Soap dish 24 No. 202.00 Rupees Two Hundred

(A) C.P. brass with C.P. brass screws Nos. Two Only

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

128 Providing and fixing S.W. Gully trap with C.I. Grating 20 No. 1,246.92 Rupees One Thousand

brick masonary chamber and water tight C.I. Cover with Nos. Two Hundred Forty Six

And Paise Ninety Two

frame of 300 mm. X 300 size (inside) with standard Only

(I) Square mouth traps (C) 150 mm. X 100 mm size P or

129 Constructing brick masonary chamber for under ground 10 No. 2,932.93 Rupees Two Thousand

C.I. Inspection chamber and bends with bricks having Nos. Nine Hundred Thirty

Two And Paise Ninety

crushing strength not less than 35 Kg/cm2 in cm. 1:5 C.I. Three Only

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 23 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 & bed concrete etc.

(I) inside dimensions, 455 mm. x 610 mm and 450 mm.

Deep for single pipe line.

130 Constructing brick masonary chamber for under ground 15 No. 3,660.76 Rupees Three

C.I. Inspection chamber and bends with bricks having Nos. Thousand Six Hundred

Sixty And Paise

crushing strength not less than 35 Kg/cm2 in cm. 1:5 C.I. Seventy Six Only

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 23 Kg. and wt.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

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 & bed concrete etc.

(II) inside dimensions, 500 mm. x 700 mm. and 450 mm.

deep for pipe line with one or two inlets.

131 Constructing Manhole with R.C.C. top slab in 1:2:4 mix 5 No. 11,029.97 Rupees Eleven

(1-cement :2-coarse sand : 4-graded stone aggregate Nos. Thousand Twenty Nine

And Paise Ninety Seven

20mm nominal size) foundation concrete 1:3:6 mix (1- Only

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 finishing (i) Inside size 900mm x 1200mm

and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be

not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of

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

masonry using brick having crushing strength not less

than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement:

5-Coarse sand)

(1) A type depth 0.90 Metre for 150mm diameter sewer.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

132 Constructing Manhole with R.C.C. top slab in 1:2:4 mix 5 No. 19,330.46 Rupees Nineteen

(1-cement :2-coarse sand : 4-graded stone aggregate Nos. Thousand Three

Hundred Thirty And

20mm nominal size) foundation concrete 1:3:6 mix (1- Paise Forty Six Only

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 finishing (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)

(2) B type depth 1.50 Metre for 150mm diameter sewer.

133 Constructing Manhole with R.C.C. top slab in 1:2:4 mix 8 No. 23,441.74 Rupees Twenty Three

(1-cement :2-coarse sand : 4-graded stone aggregate Nos. Thousand Four

Hundred Forty One And

20mm nominal size) foundation concrete 1:3:6 mix (1- Paise Seventy Four

cement : 3- coarse sand :6-Brick bats 40 + 50mm size) Only

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

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

curing and finishing (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)

(3) C type depth 2.25 Metre for 150mm diameter sewer.

134 Providing laying (to level or slopes) and jointing 150.00 Rmt. 665.36 Rupees Six Hundred

reinforced concrete Light duty non-pressure pipes I.S. Rmt. Sixty Five And Paise

Thirty Six Only

class NP2 of the following internal diameter with collars

and butt ends prepared for collar joints including testing

of joints complete.

135 Providing throating or plaster drip and moulding to 300.00 Rmt. 41.00 Rupees Forty One Only

R.C.C. chhajja or grove to plaster Rmt.

136 Providing cement vata (10cm. x 10 cm. size) quarter 260.00 Rmt. 23.68 Rupees Twenty Three

round in cement mortar 1:1 including neat cement Rmt. And Paise Sixty Eight

finishing, watering etc. complete.

137 Providing and fixing AISI 304 Grade stainless steel 47.00 Rmt. 3,909.71 Rupees Three

knock down railing system comprising 50mm dia railing Rmt. Thousand Nine

Hundred Nine And

fixed on 38mm dia SS Balustrade of 845mm height Paise Seventy One

placed at maximum 1200mm C/C distance along with Only

three SS horizontal members of 19mm dia connected at

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

the side of baluster with SS brackets. The balustrade

shall be mounted on floor with base plate using specially

designed anchor fasteners and concealed by AISI

Grade SS base cover cap (Wall thickness of pipes shall

be taken as 1.50mm along with all visible component

developed in high grade SS and wherever required,

joints to be filled with bushings for extra strength)

138 SIGNAGES ON WALL 10 No. 1,010.00 Rupees One Thousand

Providing, Fabricating & Fixing wall signage's using 304 Nos. Ten Only

grade Stainless steel brushed steel finish plate of

mm thick fixed on a wall using S. S. studs including

punched (laser cut) lettering carried out on S. S. plate of

required size and text as directed by Engineer over the

S.S plate etc. complete. Size: 18" x 6"

139 SIGNAGES ON Door 67 No. 656.50 Rupees Six Hundred

Providing, Fabricating & Fixing 304 grade Stainless steel Nos. Fifty Six And Paise Fifty

1.5 mm thick brushed steel finish plate fixed on a door

using S. S. studs and with punched(laser cut) lettering

carried out on S. S. plate of required size and text as

directed by Engineer etc. complete. Size: 12" x 6"

140 Providing and fixing C.I. Manhole cover 0.60m x 0.45m 20 No. 958.17 Rupees Nine Hundred

size having weight not less than 35 kgs. Nos. Fifty Eight And Paise

Seventeen Only

141 Providing and fixing PVC Cowl vent of following dia etc 15 No. 126.25 Rupees One Hundred

complete as directed (A) 110 mm Dia Nos. Twenty Six And Paise

Twenty Five Only

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

142 Providing and fixing PVC Cowl vent of following dia etc 15 No. 151.50 Rupees One Hundred

complete as directed (B) 160 mm Dia Nos. Fifty One And Paise

Fifty Only

143 Providing and fixing in position 300 mm high, 150 mm 200 No. 707.00 Rupees Seven Hundred

wide English letters made from 1.0 mm thick stainless Nos. Seven Only

steel sheet as directed by Engineer-in-charge with all

necessary tools & plants etc. complete.

144 Providing and fixing in position 150 mm high, English 250 No. 404.00 Rupees Four Hundred

letters made from 1.0 mm thick stainless steel sheet as Nos. Four Only

directed by Engineer-in-charge with all necessary tools &

plants etc. complete.

145 Constructing Sandwich Platform of 18 mm thick Polished 21.00 Sq.Mt. 3,355.22 Rupees Three

Black Granite at top and 30 mm thick Kota stone slab Sq.Mt. Thousand Three

Hundred Fifty Five And

flooring fitting at bottom with cementing Materials / Paise Twenty Two Only

adhesives including making necessary grooves in walls

with Vertical Kotastone 30 mm x 2 No sandwich thick

every 60 cm centre to centre including all labour material

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

146 Providing and fixing eco-friendly light weight calcium 1887.00 Sq.Mt. 1,648.96 Rupees One Thousand

silicate false ceiling tiles having Tegular edge & 15 mm Sq.Mt. Six Hundred Forty Eight

And Paise Ninety Six

Thick Densified edges on the Tile Periphery for Extra Only

Strength The Light weight calcium silicate ceiling tiles

shall have, light reflection 85% non-combustible as per

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

B.S. 476 part IV, 100% humidity resistance and also

having thermal conductivity 0.043° w/m KC. for the best

thermal Insulation . The Light weight calcium Silicate tile

shall be of approved texture Fine fissured/

Spintone/Cosmos having NRC value of 0.5 & Globe

having NRC value of 0.75 NRC or equivalent of size

X 595 mm to be laid on true horizontal level suspended

inter locking metal grid of hot dipped galvanized steel

sections (galvanizing @120 grams per sqm including

both side) consisting of main ‘T’ runner suitably spaced

at joints to get required length and size of 24X38mm

made from 0.30 mm thick (minimum) sheet, 1200mm

centre to centre, and cross ‘T’ of size 24X28mm made

out of 0.33mm (Minimum) sheet spaced 1200mm along

spaced between main ‘T’ at 600mm centre to centre to

form a grid of 1200X600mm and secondary cross ’T’ of

length 600mm and size 24x28mm made of 0.30 mm

thick (Minimum) sheet to be interlocked at middle of the

1200X600mm panel to form grid of size 600X600mm

resting on periphery walls/partitions on a perimeter wall

angle pre-coated steel of size (24X24X3000mm made of

0.40mm thick (minimum) sheet with the help of rawl

plugs at 450mm centre to centre with 25mm long dry

wall screws @ 230mm interval and laying 15mm thick

Densified edges light weight calcium silicate ceiling tiles

of approved texture (Fine Fissured/Cosmos/Spintone) in

the grid including, cutting /making opening for services

like diffusers, grills, light fittings, fixtures, smoke

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

detectors etc., wherever required, Main ‘T’ runners to be

suspended from ceiling using G.I. slotted cleats of size

25 X 35 X 1.6mm fixed to ceiling with 12.5mm dia and

50mm long dash fasteners.

147 Providing and laying and fixing 50mm thick expansion 176.00 Sq.Mt. 1,491.03 Rupees One Thousand

joint by hydro cell semi rigid UV resistance with high Sq.Mt. Four Hundred Ninety

One And Paise Three

performance laminated closed cell polythene foam joint Only

filler in sheet foam as directed, etc. complete

148 Providing and filling the expansion joint by thioflex 600 587.00 Rmt. 515.39 Rupees Five Hundred

polymer or equivalent confirm to BS 4254-1983 as per Rmt. Fifteen And Paise Thirty

required shade and manufactured specification by

making groove of 50mm x 12.5mm lather by cutting or by

repairing groove and removing mortar drop or any other

foreign materials incl. applying primer and filling required

size (oversize of joint PU foam etc. complete.

149 Providing and fixing 25 cm wide & 3mm thick exterior 147.00 Sq.Mt. 1,054.34 Rupees One Thousand

composite panel on existing expansion joint horizontally Sq.Mt. Fifty Four And Paise

Thirty Four Only

& vertically with all material, hardware, accessories &

fittings etc completed

150 Providing and fixing copper strip and holdfasts for to 28.00 Rmt. 8,952.64 Rupees Eight Thousand

cover expansion joint Copper sheet of 1.25 mm. thick Rmt. Nine Hundred Fifty Two

And Paise Sixty Four

and of 1250 mm. width with the ‘U’ shape in the middle, Only

Copper strip shall have holdfast of 3 mm. diameter

copper rod fixed to the plate soldered on strip at intervals

of about 30 cm. etc complete.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

151 Providing Extra Labour charges for Making Pattas in 271.00 Rmt. 187.86 Rupees One Hundred

Windows Offsets as per architect Drawings. Rmt. Eighty Seven And Paise

Eighty Six Only

152 Providing Extra Labour charges for Making Pattas in Out 1449.00 Rmt. 743.36 Rupees Seven Hundred

side Plaster and colour as per architect Drawings. Rmt. Forty Three And Paise

Thirty Six Only

153 Providing and fixing coloured self adhesive PU Tactile 45.00 Sq.Mt. 4,586.41 Rupees Four Thousand

tile, ground surface indicators of Polyurethane of size Sq.Mt. Five Hundred Eighty Six

And Paise Forty One

300 mm x 300 mm for gilding / warning to the visually Only

visitors in the centre / side of the pedestrian / approach

pathway as per specification and guidelines complete in

all respect to the entire satisfaction of Engineer in

154 Providing and fixing Acrylic multilingual Braille (raised 30 No. 1,696.80 Rupees One Thousand

dots) DIRECTIONAL SIGNBOARDS of size 225 x 150 Nos. Six Hundred Ninety Six

And Paise Eighty Only

mm designed as per accessibility standards and having

3.5 mm thick acrylic base plate with Upper Case San

Serif words made of white acrylic non glare cut out

letters of height 15 mm raised not less than 0.8 mm

above base plate and the equivalent word written in

Gujarati, English or Hindi non glare acrylic cut arrow

pointing in the require direction. Each signboard to be

fixed as per manufacturers specifications on the wall at

the approved location and at a height of 1200 mm from

Floor level complete as per design / specifications and

guidelines as per entire satisfaction of the Engineer in

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

155 Providing and fixing of acrylic, non-glare, tactile audio 1 No. 33,027.00 Rupees Thirty Three

pictorial building layout as per the approved size, design No. Thousand Twenty

Seven Only

and make, having 3 mm thick acrylic non glare base

plate of the approved colour and non glare acrylic cut out

symbols raised 3 mm above base plate and Grade - 2 /

Grade - 1 Braille to be integral with the sign face and be

raised 0.5 mm above base plate. The map to be installed

at the specified location as per accessibility standards

shall be oriented to the position of the viewer and to be

installed at the height of 800 mm from the finished

ground / floor level and using the necessary hardware

specified by the manufacturer and to be installed

complete as per design / specifications and guidelines as

per the entire satisfaction of the engineer in charge.

156 Providing and fixing Braille indicator of size 170 mm x 35 60.00 Rmt. 820.12 Rupees Eight Hundred

mm for hand rails of the approved design and have Rmt. Twenty And Paise

Twelve Only

Braille dots raised 0.5 mm above the base plate to be

installed at specific locations as per direction of Engineer

in charge.

157 Providing and fixing conspectus tape 50 mm width on 180.00 Rmt. 1,247.35 Rupees One Thousand

treads of staircase including cutting, pasting etc. as per Rmt. Two Hundred Forty

Seven And Paise Thirty

harmonised guidelines complete in all respects on the Five Only

entire satisfaction of engineer in charge.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

158 Providing and fixing 15 mm thick 300 mm x 300 mm 20.00 Sq.Mt. 1,204.93 Rupees One Thousand

Tactile warning tiles (Attention Tiles i.e. Tactile Warning Sq.Mt. Two Hundred Four And

Paise Ninety Three

Surface Indicator (TWSI) of Johnsan Endura Tac Bottom Only

Yellow plus or equivalent make in flooring laid on 20 mm

thick cement mortar 1:6 ( 1 Cement : 6 Coarse sand) on

new surface and jointed with cement slurry including

finished with flush pointing & cleaning the surface for all

floors as per detailed drawing etc. completed as directed

by Architect or Engineer in charge. These tiles shall be

Anti Skid, chemical resistant, Fade Proof, Frost - Heat &

Weather proof, High Flexural Strength, Highly durable,

Stain resistance. All Tactile warning tiles meet the

specific size and dimension standard as per required by

ISO / FDIS

159 Providing and Fixing Terracotta jali or grill including 50.00 Sq.Mt. 1,987.68 Rupees One Thousand

roughening, cleaning, fixing and finishing in cement Sq.Mt. Nine Hundred Eighty

Seven And Paise Sixty

mortar 1:3 and curing complete. Eight Only

(E) 100mm thick

160 Masonary work using Aerated light weight concrete block 74.00 Cu.M. 4,517.29 Rupees Four Thousand

having crushing strength not less than 35 kg/sqcm for Cu.M. Five Hundred

Seventeen And Paise

super structure above plinth level upto floor two level in Twenty Nine Only

cement mortar 1:5 ( 1 cement : 5 fine sand ) complete as

per Technical Specification

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

161 Box cutting the road surface to proper slope and camber 208.00 Cu.M. 109.04 Rupees One Hundred

for making a base of road work including removing the Cu.M. Nine And Paise Four

excavated stuff and depositing on the road side slope as

162 Providing and laying W.B.M. of B.T.M.C. metal of size 45 158.00 Cu.M. 1,328.15 Rupees One Thousand

mm to 63 mm size including 20% Grit {Stone screening} Cu.M. Three Hundred Twenty

Eight And Paise Fifteen

& stone dust as filler including spreading, watering & Only

consolidation by vibratory roller 80KN to 100KN static

163 Construction of un-reinforced, dowel jointed, plain 250.00 Cu.M. 4,454.10 Rupees Four Thousand

cement concrete pavement over a prepared sub base Cu.M. Four Hundred Fifty Four

And Paise Ten Only

with concrete grade M250, coarse and fine aggregate

conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching

and mixing plant as per approved mix design,

transported to site, laid with a fixed form or slip form

paver, or conventional method, compacted and finished

in a continuous operation including provision of

contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant primer,

joint sealant, debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound, finishing to

lines and grades as per drawing

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

164 Steel work welded in built up sections, framed work 27.00 Quintal 10,559.55 Rupees Ten Thousand

including cutting, hoisting, fixing in position and applying Quintal Five Hundred Fifty Nine

And Paise Fifty Five

a priming coat of red lead paint and two coats of matt Only

finished oil painting etc complete. :-

(B) In trusses and trussed purlins upto 25 m. span and

15 m. overall height.

165 Providing corrugated PPGL Sheets roofing fixed with 219.00 Sq.Mt. 848.40 Rupees Eight Hundred

Galvanized iron 'J' or 'L' hooks bolts and nuts 8 m. Sq.Mt. Forty Eight And Paise

Forty Only

diameter with bitumen and G. I. Limpet washers filled

with white lead complete including ridges, gutters etc.

excluding the cost of purlins, rafters and trusses.

(1) 0.62 mm. Thick sheet

Electrification

166 Point wiring for Light / Bell with 2-1.5 sq.mm & earth 338 Pt 485.81 Rupees Four Hundred

wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV Pts Eighty Five And Paise

Eighty One Only

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

(f) with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete Cat-III

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

167 Point wiring for Tissino / Modular secondary light point 84 Pt 167.66 Rupees One Hundred

with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (green) Pts Sixty Seven And Paise

Sixty Six Only

both are of ISI marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires, in below type of

pipe to be erected complete with earth continuity and

necessary connection with primary light with accessories

erected on Metal / PVC / wooden box covered with

mm thick PC(Polycarbonate) / Acrylic sheet for open /

concealed wiring. 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

168 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 160 Pt 674.68 Rupees Six Hundred

1.5 sq.mm (Green) both are of .ISI marked 1.1 KV Grade Pts Seventy Four And Paise

Sixty Eight Only

FRLS PVC insulated multi strand copper wires up to

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

169 Point wiring for on board Looped Plug with 6A Modular 85 No. 257.55 Rupees Two Hundred

Fifty Seven And Paise

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

type switch & 5 pin socket erected on PVC / Nos. Fifty Five Only

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

170 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.

(3) Two Pin/RJ-11 Telephone Socket [A] For One Gang 20 No. 160.59 Rupees One Hundred

Cat.III Nos. Sixty And Paise Fifty

(1)One No. SP 6 Amp. Cat.III 531 Ea. 151.50 Rupees One Hundred

Nos. Fifty One And Paise

Fifty Only

(2) One No 5 pin plug Cat.III 531 Ea. 151.50 Rupees One Hundred

Nos. Fifty One And Paise

Fifty Only

(7) Blank Plate Single Cat.III 60 Ea. 25.25 Rupees Twenty Five

Nos. And Paise Twenty Five

(8) Computer RJ-45 socket 289 Ea. 160.59 Rupees One Hundred

Nos. Sixty And Paise Fifty

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

(9) 16 Amp. SP one way switch Cat.III 243 Ea. 180.79 Rupees One Hundred

Nos. Eighty And Paise

Seventy Nine Only

(10) 6/16Amp. Universal socket Cat.III 243 Ea. 199.98 Rupees One Hundred

Nos. Ninety Nine And Paise

Ninety Eight Only

(22) 16/20/25 Amp. Modular Starter for Motor / A.C. Unit 27 Ea. 497.93 Rupees Four Hundred

Complete cat-III Nos. Ninety Seven And Paise

Ninety Three Only

171 Supplying and laying UPVC cable trunking system 150.00 Mtr 1,322.09 Rupees One Thousand

comprising unplasticised polyvinyl, chloride rigid material Mtr Three Hundred Twenty

Two And Paise Nine

with ignition free and flame proof confirming BS with Only

necessary end caps Internal and external bend, flat

bends, coupler, tee etc..All necessary accessories and

measuring of following sizes(4)100 mm x 50 mm

trunking with TWIN compartment With clip in divider

172 Providing and erecting Mains with 1.1 KV grade FRLS 2616.00 Mtr 82.82 Rupees Eighty Two And

PVC insulated ISI marked stranded Copper conductor Mtr Paise Eighty Two Only

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

173 Providing and erecting Mains with 1.1 KV grade FRLS 292.00 Mtr 112.11 Rupees One Hundred

Twelve And Paise

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

PVC insulated ISI marked stranded Copper conductor Mtr Eleven Only

wire in following type of pipe to be erected in / on wall /

ceiling with 2.5 sq. mm copper conductor FRLS PVC

insulated stranded wire of green colour for earth

continuity of following size (A) with medium class Rigid

PVC pipe and accessories(a) 2 wire 4 sq. mm

(b) 2 wire 6 sq. mm 190.00 Mtr 147.46 Rupees One Hundred

Mtr Forty Seven And Paise

Forty Six Only

(h) 4 wire 6 sq. mm 270.00 Mtr 260.58 Rupees Two Hundred

Mtr Sixty And Paise Fifty

Eight Only

(i) 4 wire 10 sq. mm 80.00 Mtr 425.21 Rupees Four Hundred

(use earth wire of 4 sq.mm ) Mtr Twenty Five And Paise

Twenty One Only

174 Providing and erecting ISI mark Medium class RIGID 1000.00 Mtr 33.33 Rupees Thirty Three

PVC PIPES of following size complete to be erected Mtr And Paise Thirty Three

on/in wall or ceiling erected with necessary PVC fittings

& Junction boxes fixed with adhesive solution & Clamps

with following dia of pipes, in approved manner as

directed (b) 25 mm

175 Supplying & erecting approved make LAN cable of 5780.00 Mtr 47.47 Rupees Forty Seven

following size in existing pipe as per direction [C] CAT - 6 Mtr And Paise Forty Seven

176 Supplying & erecting approved make Telephone Cable 1000.00 Mtr 20.20 Rupees Twenty And

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

electrolytic copper conductor PE insulation twisted in two Mtr Paise Twenty Only

pairs, & wrapped with FRLS PVC tape & sheathed with

FRLS PVC or HFFR outer Jacket suitable for telephone

wiring & confirming to C-DOT erected in existing pipe. of

following size of conductors & nos. of pairs. With

necessary connections.

[A] Conductor Size 0.5 mm (a) Unarmoured (2) Two

177 Providing and erecting Mains with ISI marked, 1.5KV

grade electrolyte multi stranded, annealed copper

conductor with heat resistant PVC insulated conforms to

IS 694, IEC - 227 erected in existing pipe of following

size (Specifically for control panel, relays, power

switchgears, motor starters & control wiring) with

required size of copper lugs, nuts and bolts if required.

(f) One wire 10.00 sq. mm 195.00 Mtr 91.91 Rupees Ninety One And

Mtr Paise Ninety One Only

(h) One wire 25.00 sq. mm 35.00 Mtr 236.34 Rupees Two Hundred

Mtr Thirty Six And Paise

Thirty Four Only

178 Supplying and erecting Flexible PVC insulated multi 140.00 Mtr 46.46 Rupees Forty Six And

strand multi core 1.1 kv grade ISI marked copper wires Mtr Paise Forty Six Only

of following size to be erected as directed.(e)

Sq.mm 3 core round PVC sheathed

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

179 Providing & erecting Switch board for Computer or 41 Ea. 1,133.22 Rupees One Thousand

electric apparatus consisting of following modular type Nos. One Hundred Thirty

Three And Paise

accessories mounted with PVC / Metallic Twenty Two Only

concealed/open box with single mounting base frame

covered with textured/metallic /white front plate,modules

erected with necessary connections as directed

1 no. 6A/16A universal plug-switch combined.

3 nos. 6A Switch

3 nos. 6A 5 pin Plug For Modular Type Accessories

166 Supplying and erecting LED indoor fittings with LEDs of 71 Ea. 373.70 Rupees Three Hundred

wattage 0.2 Watt to 0.5 Watt assembled on single Nos. Seventy Three And

Paise Seventy Only

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,

CCT 3000 K to 6500K,

Luminaries efficacy> 85 lumens/watt LED

LED driver efficiency > 85 %

(fitting required LM-79 & LM-80 Certificates)(NOTE:

Below description have shown ranges of Wattage

capacity of LED fittings. The Engineer in charge may

shown.)(A) Tube Light with integral driver

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

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

181 Supplying and erecting LED indoor fittings with LEDs of 315 Ea. 1,794.77 Rupees One Thousand

wattage 0.2 Watt to 0.5 Watt assembled on single Nos. Seven Hundred Ninety

Four And Paise Seventy

MCPCB, with housing used as a heat sink shall be Seven Only

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

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

%, CCT 3000 K to 6500K, Luminaries 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 in charge may

shown.)(B) LED Panel Light with provision for Plane front

frame with translucent cover fixed to housing

complete.IP20

(vi) 36 watts, 24" x 24", Surge- 2KV Cat.III

182 Supplying and erecting LED indoor fittings with LEDs of 8 Ea. 758.51 Rupees Seven Hundred

wattage 0.2 Watt to 0.5 Watt assembled on single Nos. Fifty Eight And Paise

Fifty One Only

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

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

and high U.V. & corrosion resistance with diffuser

housed in aluminium casted body with company

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

THD < 15 %,CCT 3000 K to 6500K, Luminaries

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 in charge

(A) Circular shaped Surface/Recessed Mount Downlight

with provision for spring loaded mounting clips

complete.IP20(iv) 22-24 watts, Surge-2 KV cat-III

183 Supplying and erecting LED street light / Flood light 20 Ea. 9,647.52 Rupees Nine Thousand

fittings with High power White LEDs wattage of 3 Watt Nos. Six Hundred Forty

Seven And Paise Fifty

and above assembled on single MCPCB, efficiency more Two Only

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

V,Power Factor more than 0.95, THD < 10 %, CCT

3000 K to 5700K,Uniformity ratio >0.45, Luminaries

efficacy> 100 lumens/watt . LED driver efficiency >

%.( fittings required LM-79 & LM-80 certificates)(NOTE:

Below description have shown ranges of Wattage

capacity of LED fittings. The Engineer in charge may

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

(B) Flood Light (IP-65), Surge protection -4KV integral

and ,Light must have 440VAC line supply with over-

voltage protection.

(vi) above 160 to 200 watts Cat-III

(A) Street Light (IP-65), Surge protection -4KV integral 20 No. 5,976.17 Rupees Five Thousand

and ,Light must have 440VAC line supply with over- Nos. Nine Hundred Seventy

Six And Paise

voltage protection. (iii) Above 60 to 90 watts Seventeen Only

184 Providing and erecting Approved make Four pole 9 Ea. 6,173.12 Rupees Six Thousand

moulded case circuit breaker having breaking capacity Nos. One Hundred Seventy

Three And Paise

ICU of 25 KA. at 415 V, having normal current rating up Twelve Only

to 25 A to 100A. with Fixed thermal & magnetic release

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

connections, spreader tinned copper & complete erected

in existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

185 Providing and erecting Approved make Four pole 4 Ea. 16,221.61 Rupees Sixteen

moulded case circuit breaker having breaking capacity Nos. Thousand Two Hundred

Twenty One And Paise

ICU of 35 KA. at 415 V. having Normal current rating Sixty One Only

200A.with variable Thermal & magnetic release suitable

to work on A. C. supply 50 c/s. with all internal

connections, spreader tinned copper & complete erected

in existing 16 G.M.S. housing

ICS=100% of ICU only Cat III

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

186 Providing and erecting Approved make Four pole 2 Ea. 20,946.39 Rupees Twenty

moulded case circuit breaker having breaking capacity Nos. Thousand Nine

Hundred Forty Six And

ICU of 35 KA. and above at 415 V . having normal Paise Thirty Nine Only

current rating 250A. with variable thermal & magnetic

release suitable to work on A.C. supply 50 c/s. with all

internal connections, spreader tinned copper & complete

erected in existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

187 Providing and erecting Approved make Four pole 1 Ea. 25,228.79 Rupees Twenty Five

moulded case circuit breaker having breaking capacity No. Thousand Two Hundred

Twenty Eight And Paise

ICU of 50 KA and above at 415 V having Normal Seventy Nine Only

current rating 400A. with variable Thermal & magnetic

release suitable to work on A. C. supply 50 c/s. With all

internal connections, spreader tinned copper & complete

erected in existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

188 Supplying and erecting triple pole & neutral 440V / 500V

panel mounting Copper Busbars with four equal Nos. of

electrolyte bus having current density not more than

Amp. / sq.mm (Rated current / cross section area) duly

wrapped with colour insulating tape for phase sequence

of following current carrying capacity, erected with

necessary bus bar supports /insulators, main cable

socket to each bar, erected in existing cubical panel with

necessary connections.

(C) Suitable for 300 Amp. capacity 2.00 Rmt. 4,909.61 Rupees Four Thousand

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

Rmt. Nine Hundred Nine And

Paise Sixty One Only

(B) Suitable for 200 Amp. capacity 3.00 Rmt. 3,202.71 Rupees Three

Rmt. Thousand Two Hundred

Two And Paise Seventy

189 Supplying & erecting approved make Four Pole 415V 1 No. 2,611.86 Rupees Two Thousand

change over switch interior for panel mounting with No. Six Hundred Eleven

And Paise Eighty Six

operating mechanism A.C.23 duty confirming to IS for Only

(A)32-40A Cat-III

(E)250A / 320A Cat-lll 1 No. 13,353.21 Rupees Thirteen

No. Thousand Three

Hundred Fifty Three

And Paise Twenty One

190 Supplying KITKAT pattern porcelain cut-out fuse with 3 Ea. 420.16 Rupees Four Hundred

base of following current capacity erected on existing Nos. Twenty And Paise

Sixteen Only

block board.(vi) 200 A. 500 V.

191 Providing and erecting Miniature circuit breaker single 10 Ea. 270.68 Rupees Two Hundred

pole 0.5A to 2A system and having breaking capacity 10 Nos. Seventy And Paise

Sixty Eight Only

KA to be erected in existing box. confirming to IS

8828/1996 with ISI Mark Cat.III

192 Providing and erecting Miniature circuit breaker single 168 Ea. 112.11 Rupees One Hundred

pole 6A to 25A suitable to operate on 240 V A.C. system Nos. Twelve And Paise

Eleven Only

and having breaking capacity 10 KA to be erected in

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

existing box. confirming to IS 8828/1996 with ISI Mark

193 Providing & erecting 240 V MCB double pole switch for 85 Ea. 330.27 Rupees Three Hundred

motor & inductive load (C Curve) having 10 KA Nos. Thirty And Paise

Twenty Seven Only

breaking capacity & confirms to IS : 8828 in existing box

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

194 Providing & erecting 415 V MCB Four Pole for Motor & 39 Ea. 737.30 Rupees Seven Hundred

Inductive Load (C Curve) having 10KA breaking Nos. Thirty Seven And Paise

Thirty Only

capacity & confirms to IS :8828 in existing box having

following capacity (c)63 Amp

195 Providing & erecting 415 V MCB Four Pole for Motor & 13 Ea. 668.62 Rupees Six Hundred

Inductive Load (C Curve) having 10KA breaking Nos. Sixty Eight And Paise

Sixty Two Only

capacity & confirms to IS :8828 in existing box having

following capacity (b)40 Amp. Cat.III

196 Providing and erecting Sheet Steel powder coated MCB 6 No. 1,152.41 Rupees One Thousand

distribution board - flush / surface mounted fitted with Nos. One Hundred Fifty Two

And Paise Forty One

busbar, neutral link, earth bar and DIN rail, Conforms to Only

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 (IP-43)(iii)8 way

(B) three phase incoming and single phase horizontal 14 No. 3,412.79 Rupees Three

type outgoing Per phase isolation type (PPI)(b) sheet Nos. Thousand Four

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

steel double door Hundred Twelve And

(iii) 8 way Paise Seventy Nine

197 Providing and erecting Approved make RCCBs 9 Ea. 2,235.13 Rupees Two Thousand

conforming to IS: 12640 and having sensitivity of 30 mA Nos. Two Hundred Thirty

Five And Paise Thirteen

and Short Circuit withstand capacity of 10 KA and Only

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

having characteristic of quick action & tripping with all

advance feature & do not incorporate any electronic

component. for following Max. rating erected as directed

(ii) 40Amps. DP Cat. III

(i) 25 Amps.DP Cat.III 49 Ea. 1,969.50 Rupees One Thousand

Nos. Nine Hundred Sixty

Nine And Paise Fifty

198 Providing and erecting Pipe type earthing having 150 14 Ea. 368.65 Rupees Three Hundred

cms.long and 2.5 cms. dia. galvanised iron pipe with Nos. Sixty Eight And Paise

Sixty Five Only

coupling and buch buried in specially prepared earth pit

complete with necessary 8 SWG earth wire.

199 For using salt and charcoal / coke as required for pipe 14 Ea. 171.70 Rupees One Hundred

type earthing. Nos. Seventy One And Paise

Seventy Only

200 Providing and erecting Annealed bare Copper wire 8 to 30.00 Kg. 794.87 Rupees Seven Hundred

16 SWG. Kg. Ninety Four And Paise

Eighty Seven Only

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

201 Supplying & erecting earth pit of minimum bore

dia.150mm size 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:-

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 4 No. 4,591.46 Rupees Four Thousand

Length of pipe - 1 Mtr Nos. Five Hundred Ninety

One And Paise Forty

Back filling compound - 1 Nos Bag of 15 Kg. Six Only

202 Providing & erecting weather proof, dust & vermin proof, 5.50 Sq.Mt. 14,902.55 Rupees Fourteen

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

floor mounted front operated indoor type cubical panel Sq.Mt. Thousand Nine

board necessary IP-42 and above protection as per Hundred Two And

Paise Fifty Five Only

approval from engineer in charge made from 14 SWG

thick CRC M.S. sheet for outer body & doors, 16 SWG

thick CRC M. S. sheet for internal partitions with

necessary accessories , supporting angles/ flats channel

including cutting, bending, drilling, welding, riveting with

internal partitions & cable alley as per requirements &

instruction of engineer-in-charge with erection of

supplied switch gears, BUSBARS, suitable size of inter

connecting PVC copper wire / copper-aluminum strips,

rubber grommets, rib, Bakelite control fuses/MCB for

measuring instruments, earth bus & earth bolts,

foundation flange - bolts-base Plates, sufficient nos. of

hinged doors, handles with locking arrangement and

rubber gasket, heavy duty end terminal connection,

danger notice board, necessary ventilation, earthing strip

complete. The Panel shall be painted with epoxy powder

(The rates excludes the cost of switchgears, bus bars,

inter connecting mains & Copper Aluminum strips,

meters, Fuses etc. The dimension shall be measured

excluding base beams) The panel shall be supplied with

following approved manufacturers with following size.(B)

The standard companies switch gear shall be used and

only manufacturers at CPRI approved factory (i) with

350mm depth

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

203 Providing , erecting , fabricating the M.S. structure as per 130.00 Kg. 77.77 Rupees Seventy Seven

requirement on site incorporating proper size of M.S. Kg. And Paise Seventy

Seven Only

angles, square, round, flats, bars, channels, sections

complete with cutting, welding, grinding & finishing duly

painted with one coat of red oxide with erection on site

as per direction of engineer in charge with necessary

grouting, cementing, plastering & finishing complete.

204 Providing and erecting XLPE(IS:7098)(I)-88 ISI 150.00 Mtr 731.24 Rupees Seven Hundred

armoured cable multistrand Aluminium conductor for 1.1 Mtr Thirty One And Paise

Twenty Four Only

KV. to be laid on wall with necessary clamps or in

existing trench / pipe of following size of cables(G) 3 1/2

core 150 Sq. mm ( 70 Sq. mm 1/2 core)

(F) 3 1/2 core 120 Sq. mm ( 70 Sq. mm 1/2 core) 250.00 Mtr 540.35 Rupees Five Hundred

Mtr Forty And Paise Thirty

205 Providing and erecting XLPE (IS:7098)(I)-88 ISI 420.00 Mtr 126.25 Rupees One Hundred

armoured cable multistrand / Solid Aluminium conductor Mtr Twenty Six And Paise

Twenty Five Only

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

in existing trench / pipe of following size of cables

(B) 4 core 6 Sq. mm

206 Making trench in soft soil of suitable width of 90 cm deep 600.00 Mtr 55.55 Rupees Fifty Five And

for laying cable or locating the fault all over the run and Mtr Paise Fifty Five Only

back filling the same and making the surface as normal

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

207 Making trench in Hard Murrum / Tar Road of suitable 20.00 Mtr 432.28 Rupees Four Hundred

width of 90 cm or required depth for laying any size of Mtr Thirty Two And Paise

Twenty Eight Only

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

the same and making the surface as normal ground.(B)

If additional machinery like hammer driller or JCB use

208 Drilling the road without breaking the road surface 10.00 Mtr 492.88 Rupees Four Hundred

(Asphalt) for laying of cable for feeding power supply by Mtr Ninety Two And Paise

Eighty Eight Only

making up to following size of holes at both ends

(A) Up to 100 mm bore dia

209 Providing & laying approved make Double walled 250.00 Mtr 95.95 Rupees Ninety Five And

corrugated pipes (DWC) of polyethylene(conforming to Mtr Paise Ninety Five Only

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

(C))90 mm outer dia

(A)50 mm outer dia 380.00 Mtr 62.62 Rupees Sixty Two And

Mtr Paise Sixty Two Only

210 Providing and, fixing heavy duty flange type brass cable 52 Ea. 38.38 Rupees Thirty Eight

gland with rubber ring for PVC insulated armoured cable Nos. And Paise Thirty Eight

complete with out going tails, insulating tape etc for

following size of cables.

(B) 2 to 4 core 6 Sq. mm

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

211 Providing and, fixing heavy duty flange type brass

double compression type cable gland with rubber ring

for PVC insulated armoured cable complete with out

going tails, insulating tape etc for following size of

(E) 3 & 1/2 core 120 Sq. mm 6 Ea. 140.39 Rupees One Hundred

Nos. Forty And Paise Thirty

(F) 3 & 1/2 core 150 Sq. mm 2 Ea. 190.89 Rupees One Hundred

Nos. Ninety And Paise Eighty

212 Solder less crimping type Aluminium lugs conforming to

IS 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

(A) 1.5/ 2.5/4/6 Sq.mm 208 Ea. 6.06 Rupees Six And Paise

Nos. Six Only

(G) 120 Sq.mm. 24 Ea. 45.45 Rupees Forty Five And

Nos. Paise Forty Five Only

(H) 150 Sq.mm. 8 Ea. 61.61 Rupees Sixty One And

Nos. Paise Sixty One Only

213 Providing & erecting Approved make Power Saving 50 160 Ea. 1,948.29 Rupees One Thousand

Nine Hundred Forty

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

Watt Ceiling Fan with double ball bearing ISI mark with Nos. Eight And Paise Twenty

Condenser 230 volt A.C. 50 Hz 1200 mm sweep Nine Only

complete having 3blades with aluminium blades with

canopy & 30 cm. down rod erected with earthing.(Make

shall be approved by Engineer in charge))

214 Supplying & erecting fan hook box of 10 mm M.S. 160 Ea. 108.07 Rupees One Hundred

round bar bounded to the RCC bars up to 50mm length Nos. Eight And Paise Seven

each side and pierced through a 16 Gauge M.S. box /

Heavy Duty PVC box complete erected concealed in

Ceiling with necessary finishing.

215 Providing 2.5mm.thick laminated acrylic sheet to cover 160 Ea. 18.18 Rupees Eighteen And

the fan hook or Fan box. Nos. Paise Eighteen Only

216 Supplying and erecting 19 / 20 mm. nominal bore 160.00 Mtr 108.07 Rupees One Hundred

Medium Class M.S. Pipe down rod erected duly painted Mtr Eight And Paise Seven

for fan complete with proper insulation without leakage

and earthing.

217 Supplying & erecting single phase approved make 10 No. 2,054.34 Rupees Two Thousand

industrial exhaust fan suitable for medium duty ring Nos. Fifty Four And Paise

Thirty Four Only

mounted low noise operation suitable for medium duty

having following dia size and maximum speed in RPM

[A] 305 mm dia 900 RPM Cat.II

218 Supplying & erecting approved make low noise 15 No. 1,703.87 Rupees One Thousand

decorative exhaust fan having square frame ABS body Nos. Seven Hundred Three

And Paise Eighty Seven

with inbuilt lowers & square frame.200mm with Only

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

1350RPM Cat.II

219 Supplying and erecting approved make Octagonal pole 14 Ea. 6,874.06 Rupees Six Thousand

made from HR sheet steel. The pole should be made as Nos. Eight Hundred Seventy

Four And Paise Six

per IS. and shall be coated with hot dip galvanizing as Only

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 70 mm Top X 130 mm

bottom dia, 3 mm thickness with 200mm X 200mm X

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

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

220 Supplying & erecting approved make SMC press 16 Ea. 515.10 Rupees Five Hundred

moulded composite FRP. loop-in, loop-out approx. 2mm Nos. Fifteen And Paise Ten

thick box complete with Bakelite connector strip

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

doors as per requirement having locking arrangements

with mounting clamp with nuts, bolts & washers suitable

for erection on pole with cable clamps& earth bolt of

following size of box. (B) 250mm x 200mm x 100mm

221 Supplying & erecting approved make Digital time switch 2 Ea. 3,168.37 Rupees Three

having lithium cell 6 years operative and operate battery Nos. Thousand One Hundred

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

backup 1 channel day clock with 14 memory Sixty Eight And Paise

programme, suitable to operate on 240V + 5%, 16A with, Thirty Seven Only

floating contacts Minimum switching setup time

minimum & LCD display. Also comprised permanent

ON/OFF switching. Programming switches & housed in

fire proof thermoplastic enclosure & transparent cover

erected as required with necessary connection erected

as directed.

222 Supplying & erecting power contactor ,AC3 duty for time 2 Ea. 2,782.55 Rupees Two Thousand

switch complete erected as per direction Nos. Seven Hundred Eighty

Two And Paise Fifty

(D) 4 pole 440V 40 Amp. Five Only

223 Providing and erecting Inverter based approved make 11 Ea. 51,666.55 Rupees Fifty One

split air-conditioning unit consisting of condensing unit Nos. Thousand Six Hundred

Sixty Six And Paise

with variable speed fan motor, inverter type hermetically Fifty Five Only

sealed rotary compressor with accessories etc. duly

connected separately erected evaporating unit and

blower motor with its accessories by means of extra

supplied proper insulated copper tubing,drain PVC pipes

suitable for ( cost includes Eco Friendly green gas

charging and 15A plug top & Remote Control & MS

Stand) with necessary core cutting.(1)For ISEER Range

(KWH/KWH)(3.1 to 3.99)

(C) for 1.7 to 2 ton capacity

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

223A Providing and erecting approved make Cassette type 16 Ea. 60,847.45 Rupees Sixty Thousand

split air-conditioning unit consisting of condensing unit Nos. Eight Hundred Forty

Seven And Paise Forty

with fan motor, hermetically sealed scroll/rotary Five Only

compressor with accessories etc. duly connected

separately erected evaporating unit and blower motor

with its accessories by Eco friendly Green gas charging

& Internal copper wiring & Remote control ( 3 star and

above of current year) with necessary core cutting.(C) for

2 ton capacity

224 Supplying and erecting insulated pair of soft copper 179.00 Rmt. 965.56 Rupees Nine Hundred

tubing open or concealed including power and control Rmt. Sixty Five And Paise

Fifty Six Only

cable,necessary PVC drain pipes for Split AC machine

up to 4 TR capacity

225 Providing & erecting water cooler having storage 3 No. 55,893.40 Rupees Fifty Five

capacity 150 Ltr. & cooling capacity 150 Ltr.per hour @ Nos. Thousand Eight

Hundred Ninety Three

an ambient temp of 45˚ C. The outlet temp. of the water And Paise Forty Only

should drop by 15˚C within a hour, The water cooler

should be comprising of hermetically sealed compressor,

fan motor, condensing unit, water tank surrounded by

evaporating, coil, thermostats, relay etc.complete with

necessary inlet & outlet connection. The body of water

cooler will be made from Stainless Steel.

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

226 Supplying & erecting reverse osmosis (RO) water 3 Ea. 77,891.20 Rupees Seventy Seven

purification system with M.S. powder coated pedestal Nos. Thousand Eight

Hundred Ninety One

frame, prefilter housing carbon filter suitable buster DC And Paise Twenty Only

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

227 Supplying and erecting approved make panel mounting 4 Ea. 1,275.63 Rupees One Thousand

type Digital Voltmeter having 3 digits LED display, 0 to Nos. Two Hundred Seventy

Five And Paise Sixty

750 AC Volts range erected on existing panel board Three Only

with all connection, wiring etc .with manufacturers

calibration certificate.

228 Supplying and erecting approved make panel mounting 4 Ea. 1,558.43 Rupees One Thousand

type Digital Ammeter having 3 digits LED display, Nos. Five Hundred Fifty Eight

And Paise Forty Three

external CT operated, calibrated for 0 to 1000 Amps Only

suitable to operate on 500 Volt AC , erected on existing

panel board with all connection, wiring etc .with

manufacturers calibration certificate.

switch for 3 phase AC Supply 500 V on existing panel Nos. Seventeen And Paise

Quantity Estimated Rate

Estimated Total Amount

Estimated Total Amount

Description of Item (with brief specification) But may be Unit According to

No. more or In Figure Estimated Quantity

less Rs. Ps.

board with necessary connections. Fourteen Only

230 Providing & erecting L.T. Current Transformer with bar 12 Ea. 274.72 Rupees Two Hundred

primary 50/5 to 1000/5 ratio 15 VA burden erected in Nos. Seventy Four And Paise

Seventy Two Only

existing CRCA box duly secured with insulating materials

connected to the meter

231 Supplying and erecting approved make suitable panel 12 Ea. 43.43 Rupees Forty Three

indicator LED type lamp, lens cover, complete erected Nos. And Paise Forty Three

with necessary connections.

232 Providing & erecting open well horizontal mono block 2 Ea. 25,987.30 Rupees Twenty Five

pump set with cast iron body, complete for three phase Nos. Thousand Nine

Hundred Eighty Seven

submersible motor having [E] For 7.5 HP 3 phase open And Paise Thirty Only

well horizontal mono block pump set suitable for

LPM to 370 LPM @ 13.5 Mtr to 42 Mtr head suitable for

65/75 mm dia delivery pipe Cat.II

233 Supplying & erecting approved make motor control 2 Ea. 8,710.24 Rupees Eight Thousand

cubical panel (Direct - on - line) made from 16 G. CRCA Nos. Seven Hundred Ten

And Paise Twenty Four

sheet duly epoxy powder painted inside and outside with Only

hinged doors and locking, arrangement consisting of

suitable size of ON- OFF isolator (AC - 3/23duty) main

fuses, single phasing preventer, indicating lamps for R-

Y - B phases, overload relay, Automatic water level

controller, Ammeter, Voltmeter each with two way

main contactor & overload relay, start - stop push

buttons, to be erected on angle iron frame grouted on

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wall as directed. The isolator, overload relay &

contactors will be of L & T, Siemens or BCH make only.

(B) DOL for 7.5 H.P.

234 Lowering of submersible motor pump set at the depth of 2 Per Job 1,284.72 Rupees One Thousand

following ,complete with required. Nos. and size of Job Two Hundred Eighty

Four And Paise Seventy

casing pipes erected by means of proper chain pulley Two Only

block & pipe wrenches after checking of threads of each

pipe with coupling to take the load of the pump set and

pipe assembly filled up with water (D)For Open well

Horizontal submersible pump set for sump well (ii)

235 Providing and erecting ISI marked PVC insulated PVC 30.00 Mtr 146.45 Rupees One Hundred

Sheathed Flat flexible Submersible copper cable Mtr Forty Six And Paise

Forty Five Only

approved make of following Size. (C) 3 Core x 4 Sq. mm

236 Providing Water proof straight Joint in PVC insulated flat 2 Ea. 189.88 Rupees One Hundred

flexible copper cable by using insulating material, water Nos. Eighty Nine And Paise

Eighty Eight Only

proofing material, & making the joint complete. (A) Up to

237 SITC OF Passenger Lift (A) GENERAL DESCRIPTION OF 1 No. 14,74,779.78 Rupees Fourteen

LIFTS. No. Lakh(s) Seventy Four

[1] GEAR LESS LIFT DRIVE (MRL) comprising of High Thousand Seven

Hundred Seventy Nine

Starting torque Lift 3 phase 440 V A. C. Permanent Magnet And Paise Seventy

Synchronous motor of proper rating with high efficiency Eight Only

shall be used.

[2] Micro processor based / PLC, ACVVVF, vector control

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drive with encoder feedback closed loop system shall be

used for lift car and door operation which shall be full

UP/DOWN hall stops, Main, Up/ Down Contactor with

overload and phase reversal relay and safety controls.

[3] Car with M S platform with bracings of adequate size

and to sustain the impact load cabin + passenger with

safety factor of fire for steel and side panels of Stainless

steel of sheet of grade 304 duty. Car ceiling will be S.S.

finishes with aesthetic appearance with LED ceiling lights.

Car flooring shall be of s/s 304 chaker plate design

sugeested of engineer in charge. of engineer in charge.

Car doors shall be of stainless steel grade 304, hairline

finish with centre opening / telescopic automatic doors. Car

panel will also be S.S. 304 finished with emergency stop

device, mechanical door safety device, facility of auto/

attended mode. All car panel buttons and all floor switches

must be with brail language as per lift act.

[4] All landing doors must be fire rated for 2 hour shall be

fully automatic centre opening/ telescopic opening made of

hairline finish steel grade of 304 with key holes and infrared

curtains with Unlocking facility from outside

[5] Appropriate battery operated emergency light in the car

along with alarm switch shall be provided. Also, Emergency

Light & Fan should start immediately without any Time

Delay as soon as power fails.

[6] Digital scrolling indicator system for up-down arrow

along with floor position indicator shall be provided inside

the car and at all floors.

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less Rs. Ps.

[7] Full height infra red curtain with multiple cross / crossing

light beams shall be provided.

[8] Automatic Rescue Device (ARD) shall be provided

accordingly of passenger capacity with Manual Rescue

Operation ( Manual Cranking Facility).

[9] Audio visual indication in the lift car showing over

loading shall be provided such that doors kept open till

excess load is removed.

[10] Spring buffers/PU Buffers shall be provided.

[11] Car fan as per passenger capacity with automatic

sleep timer shall be provided.

[12] Voice annunciator with suitable music shall be

provided in lift car.

[13] Self diagnostics system for operational and safety

parameters shall be provided in control panel.

[14] Mechanical over speed governor with governor

calibration as per actual site parameters and submission of

calibration certificate submission, door key holes in the

floor doors, fireman switch shall be provided.

[15] Lift machine hoisting arrangement in the lift machine

room and monkey ladder for lift pit should be provided by

the lift agency, along with the other steel structure works,

foundations for the machine etc…

[16] In the hoist way fascia plate shall be provided without

any extra cost, where ever required as / if directed by

engineer in charge.

[17] Permanent wiring with necessary safety devices like

RCCB in all circuit, Over Voltage Under Voltage protection

and THD eliminator in circuit for lift machine room and lift

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well with proper numbers of light points, with fixtures,

exhaust fan and plug points shall be provided by the

agency. Only 3 phase Power Supply shall be made

available by department in lift machine room. Necessary

Earthing as per Lift Act/Rules shall be arranged by Lift

[18] Any civil/ electrical works for additional and alteration

in lift shaft and machine room related to erection of lift shall

be made by lift agency without any extra cost.

(granite/marble fixing around all landing door openings are

not in lift agency’s scope.)

[19] Agency has to provide all working drawings and

documents and liaison services for obtaining all necessary

permission from lift inspector and other authorities.

[20] acrylic transparent licence/display A4 size holder in lift

car [20A] As per statutory requirement of Govt. Of Gujarat

lift & escalator act 2000, lift agency has to provide

1. Car top safety barricade

2. Push & talk communication system.

3. Fireman's switch operation at Ground Floor.

4.carrying out third party lift inspection during/after lift

erection and provide report by third party authorized by

concern licensing authority 5.agency has to provide third

party insurance upto completion of free maintenance

period and submit the document for the same.

[21] Car Panel Operating Buttons with floor position

indicator/buttons must be of Auto Glow type clearly visible

when view from inside cabin.

[22] For Physically Handicapped person Full Length

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less Rs. Ps.

Handrails of hairline finish steel grade of 304 should be

provided at appropriate height on the Rear & Side Wall

Panels in Lift Car. [23] With Necessary KVA rating

voltage controlled Stabilizer suitable for your controller,

drive and all equipments of lift.

[24] Necessary rating of DP Elcb and FP Elcb required for

lift is in scope of work which rating is suggested by

CEICED Department (electrical Inspector)

(B) SPECIAL FEATURES DESCRIPTION OF LIFTS for

PREMIUM category

1. Advanced control system dual 64 bit embedded

microprocessor with CANBUS Serial Communication mode

including Regenerative power efficient operation, on site

programming facility, Anti nuisance, Pte-opening,

BMS/RMS with necessary online real time monitoring

system having necessary connectivity for remote

monitoring & other suitable supporting hardware &

software devices to fulfil the purpose.

2. Floor Indication LCD Display with call registration & brail

mark with arrival gong and hall lantern & TFT Screen in the

car with MP3 Voice Announcer.

3. CAR Panel should be Scratch resistive SS Moonrock

finish / Hair Line / Honeycomb for car and all Doors, All

landing doors must have fire rating up to 2 hours and car

door must have multi-level crisscross beam door

protection.

4. To & fro communication system & wiring (i.e. car

control room & guard room ) and Each elevator are

equipped with remote monitoring system.agency has to

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less Rs. Ps.

provide mobile app and user id and password for

monitoring 8 / 10 Passengers, Ground plus 2 upper floor

with Rated Speed of 1.0 m/sec.,

(C) With General PLUS ADDITIONAL SPECIAL

FEATURES attached herewith. Prem. Cat.

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

Rupees Seven Crore Seven Lakh(s) Ninety Thousand One Hundred Thirty Eight And Paise Eighteen Only

I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in figures and words)

of the estimated rates mentioned above. Amount of my/our tender works out as under.

* Estimated amount put to tender * Estimated amount put to tender

Deduct :_____ %below Rs.________________ Add :_____ %above Rs.________________

Net Rs. ______________________ Total Rs. ______________________

In words ___________________________ In words __________________________

{* Strike whichever is not applicable.}

Signature of Executive Engineer

contractor R. & B. Division

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.

Signature of Executive Engineer

contractor R. & B. Division