Building

Name of work :-

Name of Work :- Construction of New PHC Building, PM Room,Compound wall & C.C Road & Rain Water Harvesting at

PHC Kamana Ta : Visnagar in Dist: - Mehsana.

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Excavation for foundation upto 1.5 m depth including Rupees One Hundred

1 1000.00 sorting out and stacking of useful materials and 122.99 Twenty Two And Paise Cum

disposing off the excavated stuff upto 50 Meter lead.(A) Loose Ninety Nine Only

or soft soil for foundation for depth from 1.5 m to 3.0 m

Excavation Rupees One Hundred

2 424.00 including sorting out and stacking of useful materials and 136.33 Thirty Six And Paise Cum

disposing off the excavated stuff upto 50 Meter Thirty Three Only

lead.(A) Loose or soft soil

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not Rupees One Hundred

3 1014.00 exceeding 20 cm. in depth consolidating each disposited 136.92 Thirty Six And Paise Cum

layer by ramming and watering. Ninety Two Only

Filling in plinth with sand under floors including watering

ramming, consolidating and dressing complete Rupees Three Hundred

4 62.00 399.94 Ninety Nine And Paise Cum

Ninety Four Only

Filling in foundation and plinth with murrum or selected soil

in layers of 20cm. thickness including watering, ramming and Rupees Two Hundred

5 137.00 consolidating etc. complete. 269.75 Sixty Nine And Paise Cum

Seventy Five Only

Earthwork for embankment including breaking clods,dressing

with all lead and lift (excluding watering and consolidation) (E) Rupees One Hundred

6 2862.00 From Borrow area within 3.0 Km. lead 169.28 Sixty Nine And Paise Cum

Twenty Eight Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Rupees Three

Coarse sand : 4- graded stone aggregates 20 mm nominal Thousand Five

7 58.50 size) and curing complete excluding cost of formwork in (A) 3587.13 Hundred Eighty Seven Cum

Foundation and Plinth And Paise Thirteen

Providing and laying controlled cement concrete M.200 for Rupees Four

curing complete including cost of formwork and reinforcement Thousand Five

8 63.00 for reinforced concrete work in Plinth Slab 4511.65 Cum

Hundred Eleven And

Paise Sixty Five Only

Providing & laying plain cement concrete 1:4:8 (1 cement : 4 Rupees Two Thousand

Six Hundred Forty

9 216.25 coarse sand : 8 hand broken stone aggregate 40mm nominal 2643.35 Cum

size) and curing complete excluding cost of form work in (A) Three And Paise Thirty

foundation and Bar

plinth Five Only

Providing TMT FE 500D reinforcement for R.C.C. work Rupees Seventy Seven

10 43402.60 including bending, binding and placing in position complete 77.29 And Paise Twenty Nine Kg

upto floor two level Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Rupees Forty Three

11 67.00 Providing throating or plaster drip and moulding to R.C.C. 43.05 Rmt

And Paise Five Only

Providing and laying controlled cement concrete M-25 and

curing complete including the cost of form work but excluding Rupees Four

12 85.00 the cost of reinforcement for reinforced concrete work in 4474.11 Cum

foundation footings, base of columns and mass concrete. Hundred Seventy Four

And Paise Eleven Only

Providing and laying controlled cement concrete M-25 and Rupees Seven

curing complete including the cost of form work but excluding Thousand Four

13 26.00 the cost of reinforcement for reinforced concrete work in 7426.38 Hundred Twenty Six Cum

Columns, pillars posts and struts Up to plinth And Paise Thirty Eight

Providing and laying controlled cement concrete M-25 and

curing complete including the cost of form work but excluding Rupees Six Thousand

14 54.00 the cost of reinforcement for reinforced concrete work in 6250.46 Two Hundred Fifty And Cum

Plinth BEAMS Paise Forty Six Only

Providing and laying controlled cement concrete M.20 for Rupees Six Thousand

curing complete including cost of formwork and reinforcement Six Hundred Fifty Two

for reinforced concrete work in Plinth Slab,copping And Paise Eighty Six

Providing and laying controlled cement concrete M-20 and

curing complete including the cost of form work but excluding

16 31.00 the cost of reinforcement for reinforced concrete work in 7375.15 Cum

Hundred Seventy Five

Columns, pillars posts and struts G.FLOOR

And Paise Fifteen Only

Providing & laying controlled cement concrete M-200 with

curing etc. complete incl. the cost of form work but excluding Rupees Seven

17 11.00 the cost of reinforcement for R.C.C. work for Column (A) First 7407.59 Cum

Floor Hundred Seven And

Paise Fifty Nine Only

Providing laying controlled cement concrete M-20 and curing Rupees Six Thousand

complete including the cost of form work but excluding the Seven Hundred

cost of reinforcement for reinforced concrete work in : (E) Thirteen And Paise

Stair case up to floor two level Sixty Seven Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and laying controlled cement concrete M-20 and Rupees Seven

19 11.00 curing complete including the cost of form work but excluding 7548.72 Cum

the cost of reinforcement for reinforced concrete work in Hundred Forty Eight

Lintels / Sill Ground Floor And Paise Seventy Two

Providing & laying controlled cement concrete M-200 with Rupees Five Thousand

curing etc. complete including the cost of form work but Six Hundred Three

20 2.00 excluding the cost of reinforcement for R.C.C. work for Chajja. 5603.97 Cum

And Paise Ninety

(A) Ground Floor Seven Only

Providing and laying controlled cement concrete M-20 and Rupees Six Thousand

Four Hundred Sixty

21 37.00 curing complete includin the cost of form work but excluding 6468.42 Cum

the cost of reinforcement for reinforced concrete work in Eight And Paise Forty

BEAMS For Ground Floor Two Only

Providing & laying controlled cement concrete M-200 with Rupees Six Thousand

curing etc. complete including the cost of form work but Two Hundred Four

22 3.00 excluding the cost of reinforcement for R.C.C. work for Beam 6204.83 Cum

And Paise Eighty Three

(B) First Floor Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing & laying controlled cement concrete M-200 with Rupees Six Thousand

curing etc. complete including the cost of form work but Six Hundred Seventy

23 68.61 excluding the cost of reinforcement for R.C.C. work for Slabs 6671.82 Cum

One And Paise Eighty

& Shelves (B) Ground Floor Two Only

Providing & laying controlled cement concrete M-200 with Rupees Six Thousand

curing etc. complete including the cost of form work but Seven Hundred Eleven

24 6.00 excluding the cost of reinforcement for R.C.C. work for Slabs 6711.23 Cum

And Paise Twenty

& Shelves (B) First Floor Three Only

Brick work using common burnt clay building bricks having Rupees Three

crushing strength not less than 35 kg/Sq. Cm. in foundation Thousand Four

25 315.00 and plinth in cement mortar 1:6 (1 cement : 6 fine sand) (B) 3424.52 Hundred Twenty Four Cum

Conventional And Paise Fifty Two

Brick work using common burnt clay conventional building

bricks for super structure having crushing strength not less Rupees Three

26 173.00 than 35 Kg./Sq.Cm. in cement mortar 1:6 (1 cement : 6 fine 3706.17 Cum

sand) in super structure above plinth level upto floor two level Hundred Six And Paise

(conventional) (A) Ground Floor Seventeen Only

Brick work using common burnt clay conventional building

bricks for super structure having crushing strength not less Rupees Three

27 41.00 than 35 Kg./Sq.Cm. in cement mortar 1:6 (1 cement : 6 fine 3740.71 Cum

sand) in super structure above plinth level upto floor two level Hundred Forty And

(conventional) (A) First Floor Paise Seventy One Only

Brick work using common burnt clay conventional building Rupees Three

bricks for super structure having crushing strength not less Thousand Seven

28 3.00 than 35 Kg./Sq.Cm. in cement mortar 1:6 (1 cement : 6 fine 3775.24 Hundred Seventy Five Cum

sand) in super structure above plinth level upto floor two level And Paise Twenty Four

(conventional) (A) Second Floor Only

Half brick masonary in common burnt clay conventional

building bricks having crushing strength not less than 35 Rupees Five Hundred

29 252.00 Kg./Sq.Cm. in cement mortar 1:4 (1 Cement : 4 coarse sand) 590.24 Ninety And Paise Sqm

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

(conventional )

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and fixing window having extruded aluminum

Colour anodized section frame main outer size 63.50 x

x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track

member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of

Kg/mt, vertical member of size 61.85 mm x 31.75mm x 1.30 Rupees One Thousand

30 60.00 mm @ wt.of 0.659 Kg/mt with sliding shutters of horizontal 1713.70 Sqm

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

vertical member of size 40mm x 18mm x 1.29mm @ wt.of Seventy Only

0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent

bronze colour tinted float glass with powder coated aluminum

fittings and fixtures and transparent silicon sealant glass

fixing to frame

Providing and asfixing

per details etc complete

standared for window.

extruded of alluminium

section of size 63mm x 38.10mm x1.2mm (of Jindal section Rupees One Thousand

No. 2434, @ Wt. 0.643 Kg per mt) with colour anodized One Hundred Seventy

alluminium frame for ventilation with 5 mm thick frosted Five And Paise Fifty

glass as details etc.complete for Six Only

Providing and fixing M.S. Grill of required pattern to wooden

frames of windows etc. with M.S.flats at required spacing and Rupees One Hundred

32 1606.00 frame alround square or round bars with round headed bolts 106.29 Six And Paise Twenty Kg

and nuts or by screws. (A) Plain Grill Nine Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing & fixing in position Partly glazed & partly paneled

coloured anodized aluminium single/Double leaf door

standard section (Jindal or Equivalent) for frame 63.50 mm

X 49.50 mm @1.15 kg/m & shutter & styles size 114 mm x

44 mm Wt @ 0.88 kg/ m, top rail & Bottom rail size114 mm x

44mm Wt @1.36 kg/m & lock rail size 150mm x 44 mm @ Wt

3.06 Kg/m and glazing clips size 19 mm x17 mm Wt @ 0.129 Rupees Four

kg/m with 5 mm thick frosted or obscured on one side glass Thousand Four

33 64.40 (Modi Float or Saint Gobain brand) top panel including 4439.96 Hundred Thirty Nine Sqm

rubber gasket & 5 mm thick laminated compact sheet at And Paise Ninety Six

bottom panel fix by glazing clips including providing anodized Only

aluminium handle & stopper, aldrop & mortise lock, SS screw

with fixture & fastening including cutting the flooring, making

good etc. all required materials labours and equipments with

fixing as per detailed drawing or as directed Engineer in

Providing & fixing in position Fully paneled coloured anodized

aluminium single/Double leaf door standard section (Jindal

or Equivalent) for frame 63.50 mm X 49.50 mm @1.15 kg/m

& shutter & styles size 114 mm x 44 mm Wt @ 0.88 kg/ m,

top rail & Bottom rail size114 mm x 44mm Wt @1.36 kg/m & Rupees Five Thousand

lock rail size 150mm x 44 mm @ Wt 3.06 Kg/m and glazing Six Hundred Seventy

34 42.00 clips size 19 mm x17 mm Wt @ 0.129 kg/m with 5 mm thick 5673.17 Sqm

Three And Paise

laminated compact sheet at Top& bottom panel fix by glazing Seventeen Only

clips including providing anodized aluminium handle &

stopper, aldrop & mortise lock, SS screw with fixture &

fastening including cutting the flooring, making good etc. all

required materials labours and equipments with fixing as per

detailed drawing or as directed Engineer in charge.

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and fixing of Anodised Aluminium (Matt finish)

frame work (Horizontal and verticals ,Styles and rails) for

Doors shutters / window shutters with required sections of

JINDAL / INDAL make or equivalent including providing all

items and hinged / pivoted arrangements for operation of

shutters and labour cost for fixing of door fittings and locks

including all items and contingencies described above

complete (Aluminium beadings and glazing clips & section

measured under this item only) NOTE : All fitting works shall

be carried out as per I.S. specifications including necessary

rivets, screws, lugs, scaffolding, etc., complete all generally as

per drawings. The sizes of the components should confirm as Rupees Four Hundred

35 174.00 per details in drawings. Providing and fixing at all heights / in 401.98 One And Paise Ninety kg

all floors with all leads Colour Anodised Aluminium doors / Eight Only

windows / partitions manufactured from best extruded

Aluminium sections confirming to ISI cut to length, joints

mitred and corners grinded with joints water proof the outer

frame and shutter frame stiffened with corner angle and strips

provided for in the frame for fixing the frame to R.C.C

Columns / masonry on sides, R.C.C lintels on top and P.C.C

cills or floor at bottom, the frame work fixed with standard

approved fastenings all generally as per details shown in

drawings nd specification with all the sections pretreated for

removal of any rust & scales and prevention of further

rust/scale formation and coated with greasy materials for non-

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and fixing Compact Sheet of any size, any shape,

any color of make any or equivalent as per approved

make(approved by architect)and specified thickness in

aluminium frame and shutter work with necessary cutting of

sheet, single side, double side coloured as per drawing &

specifications including providing and fixing EPDM quality Rupees One Thousand

rubber/silicon sealant/3Mtape/screwing on the periphery of Two Hundred Twenty

the sheet as per the required thickness etc. complete at all Five And Paise

floors/all levels/all heights as per the drawing & directed by Thirteen Only

EIC/Architect. Cut edges of the compact sheet shall be

provided with masking tape. Actual installed quantity shall be

measured and paid. Rate shall be inclusive of all type of

wastage.(a) 5 mm thick (Plain)

Providing and fixing Clear Float Glass of make equivalent as

per approved make of any size, any shape and specified

thickness in frame and shutter work with necessary cutting of

glass as per drawing & specifications including providing and

fixing EPDM quality rubber/silicon sealant/structural sealant

Rupees One Thousand

of make equivalent as per approved make of 3 Mtapeon the

37 8.00 1022.12 Twenty Two And Paise Sqm

periphery of the glass as per the required thickness etc.

complete a tall floors/ alllevels/ all heights as per the

directions of Architect. Actual installed quantity shall be

measured and paid. Rate shall be inclusive of all type of

wastage. (a) 5 mm thick

Extra Charges for frosted glass /Texture Glass (as per drawing Rupees One Thousand

38 8.00 / instruction by Architect/ EIC) 1504.90 Five Hundred Four Sqm

And Paise Ninety Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing, fixing and construction of sand witch type platform

of 18 mm thick Granite polished stone top, 100 mm wide

edge full moulded Facia Patti with 25mm thick prepolished

Kota stone of uniform size and colour for bottom & supports

at 90cm interval including necessary cement mortar 1:2 Kota

Rupees Six Thousand

shall be fixed in cement joints and pointing as specified in

39 11.90 6035.76 Thirty Five And Paise Sqm

Kitchen / Pantry / Counter / Laboratory etc with necessary

Seventy Six Only

making of edges, polishing curing daily mopping with water

and kerosene etc comp as directed of Engineer-in-charge.

(Measured only vision finished top plan area)

Providing and fixing 19mm thick water proof plywood shutters

with 0.80 mm thick approved Formica / prelaminated sheet

on both side for cupboard cabinet on shutter with Teak wood Rupees Three

frame of size 50 mm x 30 mm including adhesive materials & Thousand Four

40 13.00 necessary S.S fixtures and fastening as handles, lock, 3418.80 Sqm

Hundred Eighteen And

stopper, hinges etc. complete also providing a coat of primer Paise Eighty Only

and two coat of oil paint on teak wood frame & batten patti as

directed by Engineer-in-charge .

Providing and fixing aluminium extruded section body tubular

type universal hydraulic door closer (Hardwyn, Everite or Rupees One Thousand

Three Hundred Four

41 20.00 equivalent approved brand) with double speed adsustment 1304.92 Each

with necessary accessories and screw etc complete. And Paise Ninety Two

Steel work welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming Rupees Nine Thousand

One Hundred Eight

42 10.50 coat of red lead paint. [A.] In beams and joists, channels 9108.48 Qntl

angles tees, flats with connection cleats as in main and cross And Paise Forty Eight

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and fixing in position callapsible steel shutters with

vertical channels 20 x 10 x 2 mm braced with flat iron

diagonals 20 x 5 mm size with top and bottom rails of T_rin Rupees Six Thousand

43 20.00 40x 40 x 6 mm with 38mm dia, steel pulleys complete with 6110.51 One Hundred Ten And Sqm

bolts, nuts, locking arrangements, stoppers handles including Paise Fifty One Only

applying a priming coat of read lead paint.

Providing and fixing stainless steel (Grade SS-304) stair case/

balcony railing (1 Meter Height), consisting of stain less steel

Baluster 40 mm dia x 2 mm thick (@1.785 kg/mtr) one no. at

each end of flight with vertical supports of 40mm dia. x 2 mm

thick at 0.60 mt c/c alongwith 3 nos of horizontal stainless

steel pipe 10 mm dia. x 2 mm thick (@0.397 kg/mtr) running

44 24.00 4163.22 Hundred Sixty Three Rmt

parallar to the flight , with 50 mm dia. x 3 mm thick Stainless

And Paise Twenty Two

steel pipe (@3.273 kg/mtr) (SS 304 Grade) hand rail with

stain less steel screws complete as per design and drawings.

All the stainless steel material should be SS-304 type and as

per relevant IS specifications.

P & L 24" x 24" vitrified 8 mm thick Double Charge tile

flooring over 20 mm (average) base of cement mortar 1:6 (

cement: 6 coarse sand) on new surface or fixing on existing Rupees One Thousand

Four Hundred Thirty

45 429.00 flooring by adhesive material including dismentaling of 1436.76 Sqm

existing flooring and jointed with color cement slurry Six And Paise Seventy

including finised with flush pointing & cleaning the surface Six Only

etc. complete for light shade

Providing & laying vetrified granite tiles 8mm to 10mm thick Rupees One Thousand

36"'x 36" Size in Skirting risers steps and dedo on 10mm Five Hundred Thirty

46 43.00 Thick cement Plaster in 1:3 (1 cement : 3 course sand 1531.82 Sqm

One And Paise Eighty

pointing in white ceand jointed with white cement slurry ) Two Only

Providing & Laying ceramics tiles 8mm thick (Size 300x300

mm) in flooring treads of steps and landings laid on a bed of Rupees Nine Hundred

47 44.00 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) 994.37 Ninety Four And Paise Sqm

finished with flush pointing in white ceand & Jointed with Thirty Seven Only

white cement slurry

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing & Laying ceramics tiles 8mm (Size (300 x 450 mm

)thick in Skirting risers of steps & dado on 10mm thick Rupees One Thousand

48 711.00 cement Plaster 1:3 (1 Cement : 3 coarse sand) pointing in 1090.32 Ninety And Paise Sqm

white ceand & Jointed with white cement slurry Thirty Two Only

Providing. & laying polished kota stone slab 25 mm th. in Rupees One Thousand

risers & tread of steps, dado and pillars laid on 10 mm th. One Hundred Sixty Six

49 8.00 Cement mortar 1:3 (1 cement : 3 coarse sand)and jointed with 1166.93 Sqm

And Paise Ninety Three

rubbing & polishing etc. complete. Only

Providing and laying 18 mm thick polished granite stone

machine cut in single piece (Max. available) in sill and jambs

of door laid over 10 mm thick cement mortar 1 : 3 (1 cement : Rupees Four

Thousand Seventy

50 115.00 3 coarse sand) and jointed with grey cement slurry with 4078.38 Sqm

matching pigment incl. rubbing and polishing half rounding Eight And Paise Thirty

edge etc. complete colour and shed as approved by architect Eight Only

engineer in charge.

Providing and fixing Exterior grade paver tile pavement in

approved pattern M/s. H.R. Johnson or Nitco or Pavit make or Rupees One Thousand

equivalent make in approved colour and pattern as per Three Hundred Ninety

51 20.00 architectural drawing. The tiles to be laid using 20 to 25mm 1393.80 Sqm

Three And Paise Eighty

thick CM 1:3. (1 cement : 3 coarse sand)and jointed with Only

rubbing & polishing etc. complete.

Providing and fixing 25 mm thick pre polished on both faces

kota stone slab front edge machine cut polished in shelves

below platform, in store or in cupboards at all floors and Rupees Four Hundred

52 11.80 levels jointed with gray cement slurry including making 450.46 Fifty And Paise Forty Sqm

chases in wall and making good by filling with cement mortar Six Only

1:3(1 Cement : 3 sand) completed as directed by the Engineer

Providing & laying cement concrete Flooring 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm Rupees Three Hundred

53 633.00 nominal size) laid in one layer finished with a floating coat of 352.01 Fifty Two And Paise Sqm

neat cement (B) 50mm thick One Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and applying hydrophilic crystalline based

waterproofing with Krystol system .The application to bed one

from+ve(positive) side on a wet open poregreenconcrete

surface at coverage of 1kg/sqm as per manufacturer

specification. It should be hydrophilicin nature, should be

able to grow crystalsyear after year to seal micro cracks. The Rupees Four Hundred

product should confirm to DIN 1048 part5 and should provide Seventy Eight And

in depth crystallization.The material and application warranty Paise Seventy Four

to be given by manufacturer’s on prescribed format Only

for10years. Note:-Application should be strictly done on wet

surface after3-6 hours of casting of concrete.(for

terrace,toilet,utilities,sunks,wet applications,etc.) etc

completed as directed by E.T.C/PMC .

Providing and laying broken chine mosaic flooring for

terrace using 12 mm to 20 mm broken pieces of glazed tiles

to be laid over cement mortar 1:3 to plain or slope and to be Rupees Seven

55 500.00 tempered to bring mortar creme out upto surface using 779.70 Hundred Seventy Nine Sqm

white cement including rounding off junctions and extending And Paise Seventy Only

them upto 15 cm along the wall,clearing with water and oxalic

acid etc. as directed.

Providing 10 mm thick Mala cement plaster on ceiling and

soffits of stairs upto floor two level, in cement mortar (1:3) (1 Rupees One Hundred

56 506.00 cement : 3 sand) & finished even and smooth (A) Ground Floor 125.32 Twenty Five And Paise Sqm

Thirty Two Only

Providing 10 mm thick Mala cement plaster on ceiling and Rupees One Hundred

57 29.00 soffits of stairs upto floor two level, in cement mortar (1:3) (1 164.76 Sixty Four And Paise Sqm

cement : 3 sand) & finished even and smooth (A) First Floor Seventy Six Only

Providing 15mm thick cement plaster in single coat on Rough

(Similar)side of single or half brick walls for interior Rupees One Hundred

58 768.00 plastering upto floor two level and finished even and smooth 165.31 Sixty Five And Paise Sqm

in (i) Cement mortar 1:4 (1-cement:4-sand) (A) Ground Floor Thirty One Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing 15mm thick cement plaster in single coat on Rough

(Similar)side of single or half brick walls for interior Rupees One Hundred

59 194.00 plastering upto floor two level and finished even and smooth 189.25 Eighty Nine And Paise Sqm

in (i) Cement mortar 1:4 (1-cement:4-sand) (A) First Floor Twenty Five Only

Providing 15mm thick cement plaster in single coat on Rough

(Similar)side of single or half brick walls for interior Rupees Two Hundred

60 23.00 plastering upto floor two level and finished even and smooth 213.20 Thirteen And Paise Sqm

in (i) Cement mortar 1:4 (1-cement:4-sand) (A) Second Floor Twenty Only

20 mm thick sand faced cement plaster (Gutaka) on walls up

to height 10 meters above ground level consisting of 12 mm Rupees Three Hundred

61 1551.00 thick backing coat of CM 1:3 (1 cement : 3 sand) and 8 mm 321.10 Twenty One And Paise Sqm

thick finishing coat of CM 1:1 (1 cement : 1 sand) etc. Ten Only

Providing cement vata (10cm x 10cm size) quarter round in Rupees Twenty Four

62 33.00 cement mortar 1:1 including neat cement finishing watering 24.28 And Paise Twenty Rmt

etc complete Eight Only

Applying two coats of Birla or Asian acrylic lapy ( putty) & two

coats of primer of approved brand and manufacture on new Rupees Forty And

63 1319.00 wall surface to give an even shade including thoroughly 40.59 Sqm

Paise Fifty Nine Only

brushing the surface free from mortar dropping and other

foreign matter and

Wall painting (Twosand papered

coats) with smooth.

Plastic emulsion paint of

approved brand and manufacture on undercorated wall Rupees Eighty Two

64 817.00 surfaces to give an even shade including thoroughly brushing 82.97 And Paise Ninety Sqm

the surface free from mortar droppings and other foreign Seven Only

matter and sand papered smooth.

Wall painting (Two coats) with Plastic emulsion paint of

approved brand and manufacture on undercorated Ceilling Rupees Eighty Five

65 502.00 surfaces to give an even shade including thoroughly brushing 85.18 And Paise Eighteen Sqm

the surface free from mortar droppings and other foreign Only

matter and sand papered smooth.

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Wall painting two coats with weather proof acralic emulsion

APEX type paint of approved brand & manufacture and of

required shade on exterior wall surface to give an even shade Rupees Seventy Three

66 1551.00 over and including a primery coat with alkaly resistance 73.75 And Paise Seventy Five Sqm

primer of approved brand after throughly brushing surface to Only

remove all dirt and remains of loose powdered materials etc

comp. for all height.

Painting Two coats over & including a priming coat on new

steel and other metal surfaces with enamel paint, brushing Rupees Ninety Two

67 74.00 interior to give an even shade including cleaning the surface 92.17 And Paise Seventeen Sqm

of all dirt, dust and other foreign matter. Only

Applying general insecticide pest control treatment to floors,

cupboards etc including labour material etc. complete. Using

Heptachloride 20 EC. As Per 6113_pests Consentration

Weight 0.50 percent is recommended one litre chemical Rupees Eighty And

68 548.00 emulsion dillute with 39 liter of water will give. Total dillute 80.62 Sqm

Paise Sixty Two Only

concrentration will be 40 litre inclusive of one litre chemical

emulsion appication 0.5 Litre chemical / Sqm of surface is

recommended as per I.S

Providing and fixing 3mm thick PVC sheets size 45 cm x

cm as signage and display of health signs / information of Rupees Five Hundred

69 30.00 required size having retro reflective letters / design as per 523.18 Twenty Three And Each

requirement, fixing the same through approved adhesive etc. Paise Eighteen Only

complete, work s

Clearing and grubbing road land including uprooting rank

vegetation, grass bushes, shrubs, saplings and trees girth Rupees Eighty Four

upto 300 mm removal of stumps of trees cut earlier and Thousand Two

disposal of unserviceable materials(A) By manual means in Hundred Fifty Six And

area of light jungle Paise Sixty Seven Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and fixing bright finish One mm thick Stainless

steel (Grade 304) letters size 30 cm height in Gujarati Rupees One Thousand

71 25.00 language fixed in wall with screws and nails and any height 1045.35 Forty Five And Paise Per letter

including scaffolding etc complete as per instruction of Thirty Five Only

Engineer-in-charge.

Providing & Fixing the Chikenmesh - 20 guag of approved size

applying between the RCC and masonry junction in proper Rupees Two Hundred

72 136.00 line, level and plumb with all material, labour, tools, tackles 294.92 Ninety Four And Paise Sq.M

and equipment. Including providing and fixing the jali with Ninety Two Only

nails, etc complete as directed by the site-in-charge.

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2

working pressure poluthene pipes of the following outside Rupees One Hundred

73 20.00 Dia. Low densidy, complete with special falnge compression 127.67 Twenty Seven And Rmt

type fittings, wall clipsetc. including making good the wall Paise Sixty Seven Only

ceiling and floor.(D) 40mm

Providing and fixing to wall ceiling and floor 10.0 Kg.F/Cm2

working pressure poluthene pipes of the

following outside Dia. Low densidy, complete with Rupees Three Hundred

74 39.00 special falnge compression type fittings, wall 339.05 Thirty Nine And Paise Rmt

clipsetc.including making good the wall ceiling and Five Only

Providing and fixing cast iron spigot and socket soil, waste Rupees Seven

75 15.00 and ventilating pipes of the following nominal size.(B) 75mm 741.01 Hundred Forty One Rmt

dia. And Paise One Only

Providing and fixing cast iron spigot and socket soil, waste Rupees Eight Hundred

76 31.20 and ventilating pipes of the following nominal size.(C) 100mm 892.39 Ninety Two And Paise Rmt

dia. Thirty Nine Only

Providing and fixing cast iron (Spun) Nahni trap of the

following nominal diameter of self cleaning design with C.I. Rupees Six Hundred

77 29.00 screaed down or higned grating including cost of cutting and 634.17 Thirty Four And Paise Each

making good the walls and floor 100mm inlet and 50mm Seventeen Only

outlet.(C) 100mm dia.

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and laying (to level or slopes) and jointing with stiff

mixture of Cement Mortar in proportion 1:1 Selt glazed

stoneware pipes including testing of pipes and joints complete

and Providing and laying Cement concrete 1:5:10 (1-Cement : Rupees Three Hundred

78 46.00 5-Fine sand :10-Graded stone aggregate 40mm nominal size) 352.60 Fifty Two And Paise Rmt

bedding for stoneware pipes of following internal diameters Sixty Only

with necessary formwork and curing complete.(A) 100mm dia.

(112 mm Ave.bed thickness)

Providing and laying (to level or slopes) and jointing with stiff

mixture of Cement Mortar in proportion 1:1 Selt glazed

stoneware pipes including testing of pipes and joints complete

andProviding and laying Cement concrete 1:5:10 (1-Cement : Rupees Five Hundred

79 73.00 5-Fine sand :10-Graded stone aggregate 40mm nominal size) 530.99 Thirty And Paise Rmt

bedding for stoneware pipes of following internal diameters Ninety Nine Only

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

(166mm Ave. bed thickness)

Providing and fixing urinal of approved connecting the urinal Rupees One Thousand

with waste pipe ,trap,and 15 mm dia stop tap etc. complete Two Hundred Eighty

80 3.00 (A) White earthenware flat back or corner type size 430 x 260 1280.69 Each

And Paise Sixty Nine

Providing and fixing white or coloured glazed china vitreous

china Orissa type Water closet (HINDWARE, SONA, CERA Rupees One Thousand

brand of approved quality) of size 580 x 440 mm including Eight Hundred Fifty

81 4.00 providing and fixing vitreous china 100 mm size 'P' or 'S' trap 1855.24 Each

Five And Paise Twenty

including jointing the trap with pan and soil pipe in CM (1:1) Four Only

(1 cement :1 fine sand) etc complete.

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and fixing coloured wash down water closet

(European type WC pan) with integral 'P' or 'S' trap with soil

pipe in cement mortar 1:1 (1 cement : 1 fine sand) with Rupees One Thousand

coloured plastic seat cover with CP brass hinges and rubber Nine Hundred Fifty

82 5.00 buffers including cutting holes in wall and making good the 1957.14 Each

Seven And Paise

same and Jet spray heavy duty with S.S. Braided hose 60 cm Fourteen Only

long and C.P. Angle stop cock 15mm dia Brass Screw Down

Stop Tap etc Complete.

Providing and fixing flat back wash basin 550 mm x 400 mm

size of first grade, white in colour with single hole for pillar

tap with CI or MS brackets painted with including cutting

holes and making good the same including P/F 32 mm dia CP

Rupees Two Thousand

brass waste coupling with waste pipe and P/F MI washer

One Hundred Eighty

83 12.00 union 32 mm dia and P/F 15mm dia Pillar Tap capstan head 2180.72 Each

And Paise Seventy Two

screw down high pressure with screws, shanks and back nuts

and P/F 15 mm dia brass screw down Stop tap including

inlet PVC connection pipe 600 mm length etc complete.

Providing and fixing ( 600 mm X 450 mm X 150 mm) size

vitreous china laboratory sink of approved quality) with CI or Rupees Nine Thousand

MS brackets painted white including cutting holes in wall and Two Hundred Fifty

84 2.00 making good the same including providing and fixing 40mm 9259.68 Each

Nine And Paise Sixty

dia CP waste coupling rails providing fixing PVC waste pipe Eight Only

etc. comp as approved by the Engineer in charge.

Providing and fixing 600 mm. X 450 mm. Beveled edge mirror

of superior glass mounted on 6 mm. Thick A.C, sheet or Rupees Eight Hundred

85 13.00 plywood sheet and fixed to wooden plugs with C.P. brass 859.41 Fifty Nine And Paise Each

screws and washers Forty One Only

Providing and fixing C.P. brass towel rail complete with C.P. Rupees Six Hundred

86 17.00 Brass brackets fixed to wooden plugs with C.P. Brass screws, 616.42 Sixteen And Paise Each

(B) 600mm x 20 mm size Forty Two Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing laying and jointing in true line and level 15mm dia.

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings

make PRINCE / SUPREME / ASTRAL / FINOLEX or Rupees Seventy Two

87 60.00 equivalent as approved by Engineer In Charge. Pipe shall be 72.65 And Paise Sixty Five Metre

fixed on the wall with the help of clamp at every two metre Only

C/C or shall be concelled as directed including necessary

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

same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 25mm dia.

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings

make PRINCE / SUPREME / ASTRAL / FINOLEX or Rupees Ninety One

88 110.00 equivalent as approved by Engineer In Charge. Pipe shall be 91.84 And Paise Eighty Four Metre

fixed on the wall with the help of clamp at every two metre Only

C/C or shall be concelled as directed including necessary

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

same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 40mm dia.

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings

make PRINCE / SUPREME / ASTRAL / FINOLEX or

equivalent as approved by Engineer In Charge. Pipe shall be Rupees One Hundred

89 80.00 fixed on the wall with the help of clamp at every two metre 148.12 Forty Eight And Paise Metre

C/C or shall be concelled as directed including necessary Twelve Only

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

same with adhesive solvent, including cost of all materials.

Providing and fixing screw down bib taps of following size : (B) Rupees One Hundred

90 15.00 Brass chromium plated screw down bib tap (I) 15 mm dia. 186.83 Eighty Six And Paise Each

Eighty Three Only

Providing and fixing gun metal check or non return full way Rupees Four Hundred

91 11.00 wheel valve (C) 25 mm. dia. 420.63 Twenty And Paise Sixty Each

Providing and fixing gun metal check or non return full way Rupees Six Hundred

92 4.00 wheel valve (E) 40 mm. dia. 663.43 Sixty Three And Paise Each

Forty Three Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and fixing chromium plated brass half turn flush Rupees Two Hundred

93 9.00 cock of approved quality including fixing in pipe line etc. 263.77 Sixty Three And Paise Each

complete. (ii) 25 mm.Dia Seventy Seven Only

Providing and fixing brass cromium plated Surgical handle Rupees Two Thousand

cock ( Cabtree, Essco, Ess-Ess, Plumber of approved quality) Nine Hundred Fifty

94 4.00 of size of 15 mm dia etc. complete 2958.29 Each

Eight And Paise

Twenty Nine Only

Providing erecting and fixing double coated Sintex or

Rupees Three And

95 5000.00 equivalent PVC. (ISI) mark water tank of reqd capacity each 3.95 Litre

with all necessary fittings & connection etc. comp on terrace. Paise Ninety Five Only

Providing and fixing S.W. Gully trap with C.I. Grating brick Rupees One Thousand

masonry chamber and water tight C.I. Cover with frame of Two Hundred Forty Six

96 25.00 300 mm. X 300 size (inside) with standard weight. (I) Square 1246.92 Each

And Paise Ninety Two

mouth traps (B) 150 mm. X 100 mm size P or R type Only

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with briocks having croshing

strength not less than 35Kg. Cm2 in C.M. 1:5 C.I. cover with Rupees Two Thousand

Nine Hundred Thirty

97 21.00 frame (Light duty) 455mm x 610mm intenal dimensions total 2932.93 Each

weight of cover with frame to be not less than 38Kg. (Wt. of Two And Paise Ninety

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with Three Only

1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate

20mm size) foundation concrete 1:5:10 inside plaster 15mm

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Construction Septic tank inside dimention of 3.00 m in length

& 1.50 m in width & 2.25 m depth including excavating any

type of soil as shown and mentioned in the drawing,providing

and laying 0.10 m thick plain cement concrete 1:3:6 (1

cement : 3 coarse sand : 6 graded stone agg.) 40 mm thick IPS

flooring at bottom with brick masonary 0.23 m thick walls CM

1:5 (1 cement : 5 coarse sand) and intermediate partition CM

1:4 & RCC Top slabs12 cms thick in 1:2:4 (1 cement : 2 Rupees Fifty Two

coarse sand : 4 graded stone agg) including reinforcement as 52524.04 Thousand Five

per design and 15 mm thick cement plaster in CM 1:4 with Hundred Twenty Four

floating coat of neat cement slurry inside, top and around And Paise Four Only

tank below 15 cm on ground level, Also provide Two nos CI

Manhole frame and cover of size 60 cm x 45 cm & 75 mm dia.

PVC 6 kgf / Sq cm pressure air vent pipe in 3.00 length with

cowl etc complete as per direction of Engineer in charge.

Constructing a soak pit of 2.50 m in out side diameter &

m deep of excavation any type soil with 0.23 m thick honey

comb brick masonary wall in cement mortar 1:6 (1 cement:

Sand) also 1.00 m solid at top & 0.80 m Bottom wall based on

Rupees Forty Two

0.10 cm thick CC 1:4:8 (1 cement : 4 coarse sand : 8 hand

broken stone aggregate 40mm nominal size) & R.C.C. top slab

99 1.00 42575.54 Hundred Seventy Five Each

0.125 m thick in CC 1:2:4 including cost of form work as per

And Paise Fifty Four

reinforcement detail drawings also 15 mm thick cement

plaster in CM 1:4 with floating coat of neat cement slurry on

top and around pit below 15 cm on ground level etc comp as

directed by Engineer -in-charge.

Providing and fixing 2 Nos. support arms and backrest to Rupees Thirty Four

mount at Fixed height (Model R 1100- Commander or Thousand Five

100 1.00 equivalent ) for hadicap toilet complete as recommended by 34568.26 Hundred Sixty Eight Each

the E-I-C And Paise Twenty Six

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and fixing raised toilet seat with cover for handicap

toilet (Model R-35: Presalit - Commander or equivalent) as Rupees Nine Thousand

recommended by the E-I-U Eight Hundred Twenty

Eight And Paise Thirty

Providing and fixing brackets, tracks (Model R4140) with Rupees Twenty Six

flexible feed & waste pipes for adjustable type washbasin Thousand Fifty Six

102 1.00 complete as recommended , for handicap toilet ( Make : 26056.99 Each

And Paise Ninety Nine

Presalit - Commander or equivalent) Only

Providing and fixing toilet paper holder for handicapped toilet Rupees Six Hundred

103 1.00 of approved quality, as recommended by the E-I-C 650.44 Fifty And Paise Forty Each

Providing and laying controlled cement concrete M-150 and Rupees Four

curing complete including the cost of form work but excluding Thousand Eight

104 7.00 the cost of reinforcement for reinforced concrete work : 4825.78 Hundred Twenty Five Cu.M

Copping (R.A) And Paise Seventy

Providing and laying Controlled CC road Tri mix M-200 having

thickness 150 mm including preparing sub base with

providing and fixing channels of 75 mm as per required level

slope and thickness of concrete road leveling of placed

concrete with surface vibrators finishing surface with power

floater and trowel light booming on the surface including

105 255.00 787.80 Hundred Eighty Seven Sqmt.

providing expansion joint by concrete cutter machine and

And Paise Eighty Only

filling joint by using color 200 as per manufacturers

specifications and making construction joint of 5 mm x

mm by using concrete cutter machine etc complete as

directed by Engineer in charge. (R.A)

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and fixing pre-cast Rubber Dye inter locking

concrete block 60mm thick with grade of concrete M200

pnumatic compressed by mechanically pressed and as per Rupees Six Hundred

106 320.00 approved design including 75mm sand layer for levelling and 699.84 Ninety Nine And Paise Sqmt.

filling the joint with sand in proper line and level etc. Eighty Four Only

completed Item No 14033 ,,p-134

Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm height and

15cm thick of M250 grade concret as per approved design and Rupees Three Hundred

107 200.00 including excavation for fixing in proper line and level,filling 374.92 Seventy Four And Sqmt.

the joint with C:M 1:3 (1cement:3fine sand) etc complete. Paise Ninety Two Only

Item No 14032 ,p-134

Providing, laying and jointing in true line and level

diametre U.P.V.C (Type B) conforming to lS 13592-1992

with one end plain and Dther end socketed with rubber ring,

k fittings conforming to ISI 14735-1999 of approved make

for drainage system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on wall using

Rupees Eight Hundred

of PVC clamp of the size 110 mm diametre x 149 mm length x

108 30.00 834.39 Thirty Four And Paise RMT

145 mm heigh at every 2000 mm center to center or shall be

Thirty Nine Only

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. { SOR It. No.23066 Pg.177}

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing, laying and jointing in true line and level

diametre U.P.V.C (Type B) conforming to IS 13592-1992 with

one end plain and other end socketed with ruhber ring, &

fittings conforming to 151 14735-1999 of approved make for

drainage system pipe line, pipe shall be jDinted with each

other with rubher lubricant, pipe shall be fixed on wall using

Rupees Eight Hundred

of PVC clamp of the size 160 mm diametre x 210 mm length x

109 45.00 831.22 Thirty One And Paise RMT

196 mm heigh at every 2000 mm center to center or shall be

Twenty Two Only

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.

{ SOR It. No.23066 Pg.177}

Providing and Construction of Junction chambers of size

x 0.35 x 0.60 mt. including connecting of rainwater pipe as

per detailed drawing and as directed by Engineer in charge Rupees Nine Hundred

{R.A. } Nine Only

Providing and constructing filter chamber of size 2.06 x 1.21 x Rupees Ten Thousand

1.20 mt. as directed including connection rainwater pipes as Seven Hundred

111 1.00 per detailed as directed by Engineer in charge including cost 10719.13 Nineteen And Paise No

of labour and material.(R.A) Thirteen Only

Providing water harvesting pit of 2.00mt x 2.00mt x 4.00 mt.

size for water logging with excavation in any strata upto four Rupees Forty Nine

112 1.00 meter depth, filling the pit with B.T.Metal 40 mm in 0.60 mt. 49088.02 Thousand Eighty Eight No

depth with 25-40mm kapachi, 0.30 mt. depth and 2.0 mt. And Paise Two Only

depth with coarse sand in layers including making P.V.C. line

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire

of 1.5 sq.mm (Green) both are of ISI marked 1.1 kV grade Rupees Five Hundred

113 94.00 FRLS PVC insulated multi strand copper wires up to 10 mtr 582.77 Eighty Two And Paise Pt.

length , in below type of pipe erected with 6A Modular type Seventy Seven Only

switch / bell push & accessories and earth continuity of

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Point wiring for FAN with 2-1.5 sq.mm & earth wire of

sq.mm (Green) both are of .ISI marked 1.1 kV Grade FRLS Rupees Eight Hundred

114 26.00 PVC insulated multi strand copper wires up to 10 mtr length, 809.01 Nine And Paise One Pt.

in below type of pipe erected with 6A Modular type switch Only

and hum free EME step type electronic fan regulator

Point wiring for Individual Plug with & earth wire of

sq.mm (Green) both are of ISI marked 1.1 kV grade FRLS PVC Rupees Six Hundred

115 14.00 insulated multi strand copper wires up to 10 mtr length, in 612.06 Twelve And Paise Six Pt.

below type of pipe erected complete with Modular type switch Only

& 5 pin Plug erected on PVC / Metallic/Wooden box covered

[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu.

Wire from mcb db board.(f) with medium class Rigid PVC pipe Rupees Eight Hundred

116 12.00 and accessories erected concealed in wall/ceiling complete 894.86 Ninety Four And Paise Pt.

Cat. III Eighty Six Only

[III] For 16A Plug and 16 amp switch with 2-4 sq.mm Cu.

Wire with 2.5 sq.mm ( green) earthing wire from mcb d b Rupees One Thousand

117 9.00 board.(f) with medium class Rigid PVC pipe and accessories 1046.36 Forty Six And Paise Pt.

erected concealed in wall/ceiling complete Cat lll Thirty Six Only

Point wiring for on board Looped Plug with 6A Modular type

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

118 28.00 single mounting base frame covered with textured / 309.06 Nine And Paise Six Pt.

metallic/white front plate modules erected on / in wall / Only

ceiling with following type accessories Cat lll

Point wiring for Two Way Controlled Light Point with 2-1.5 Rupees Seven

sq.mm & earth wire of 1.5 sq.mm (green) both are of .ISI Hundred Twenty Five

119 2.00 marked 1.1 kV grade FRLS PVC insulated multi strand copper 725.18 Pt.

And Paise Eighteen

wires erected in below type of pipe with 6A Modular type Only

switches and following type of accessories erected on PVC /

Providing following type of Modular Type Accessories mounted

with PVC / metallic/Wooden box, single mounting base frame Rupees One Hundred

120 9.00 covered with textured / metallic/white front plate , modules 151.50 Fifty One And Paise Ea

erected with necessary connections as per site situation Fifty Only

directed by Engineer In charge.(1)One No. SP 6 Amp. Cat lll

(2) One No 5 pin plug Cat lll

Rupees One Hundred

121 9.00 151.50 Fifty One And Paise Ea

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

(7) Blank Plate Single Cat lll

Rupees Twenty Five

122 14.00 25.25 And Paise Twenty Five Ea

(8) Computer RJ-45 socket Cat lll

Rupees One Hundred

123 4.00 160.59 Sixty And Paise Fifty Ea

(9) 16 Amp. SP one way switch Cat lll

Rupees One Hundred

124 7.00 180.79 Eighty And Paise Ea

Seventy Nine Only

(10) 6/16Amp. Universal socket Cat lll

Rupees One Hundred

125 7.00 199.98 Ninety Nine And Paise Ea

Ninety Eight Only

Providing and erecting ISI mark Medium class RIGID PVC

PIPES of following size complete to be erected on/in wall or Rupees Twenty Four

126 240.00 ceiling erected with necessary PVC fittings & Junction boxes 24.24 And Paise Twenty Four Mtr.

fixed with adhesive solution & Clamps with following dia of Only

pipes, in approved manner as directed (a)20 mm

Rupees Thirty Three

127 110.00 33.33 And Paise Thirty Three Mtr.

Providing & erecting PVC Corrugated Flexible Conduit with

required nos. of coupling, PVC bushes, Check-nuts etc. Rupees Seventeen And

128 7.00 complete of following sizes.(1) 20 mm 17.17 Mtr.

Paise Seventeen Only

Rupees Twenty One

129 5.00 21.21 And Paise Twenty One Mtr.

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and erecting Mains with 1.1 kV grade FRLS PVC

insulated ISI marked stranded Copper conductor wire in Rupees Seventy Eight

130 230.00 following type of pipe to be erected concealed in /flushed on 78.78 And Paise Seventy Mtr.

wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC Eight Only

insulated stranded wire of green colour for earth continuity of

(b) 2 wire 2.5 sq. mm

Rupees One Hundred

131 440.00 104.03 Four And Paise Three Mtr.

providing and erecting Mains with 1.1 kV grade FRLS PVC

insulated ISI marked stranded Copper conductor wire in Rupees One Hundred

132 250.00 following type of pipe to be erected in / on wall / ceiling with 140.39 Forty And Paise Thirty Mtr.

2.5 sq. mm copper conductor FRLS PVC insulated stranded Nine Only

wire of green colour for earth continuity of following size (A)

(b) 2 wire 6 sq. mm

Rupees One Hundred

133 90.00 184.83 Eighty Four And Paise Mtr.

Eighty Three Only

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

Rupees Five Hundred

134 50.00 532.27 Thirty Two And Paise Mtr.

Twenty Seven Only

Supplying and erecting Flexible PVC insulated multi strand

multi core 1.1 kV grade ISI marked copper wires of following Rupees Fifty Eight And

135 18.00 size to be erected as directed.(e) 1.50 Sq.mm 3 core round 58.58 Mtr.

Paise Fifty Eight Only

Supplying & erecting approved make LAN cable of following

size in existing pipe as per direction [C] CAT - 6 Rupees Forty Seven

136 190.00 47.47 And Paise Forty Seven Mtr.

Providing & erecting Switch board for Computer or electric Rupees One Thousand

apparatus consisting of following modular type accessories One Hundred Thirty

137 7.00 mounted with PVC / Metallic concealed/open box with 1133.22 Ea

Three And Paise

single mounting base frame covered with textured/metallic Twenty Two Only

/white front plate,modules erected with necessary

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Bakelite adopter for Holder to be erected.

Rupees Nine And Paise

Supplying & erecting Electronic Type Cordless Call Bell

erected on PVC/Metal board having portable bell push Rupees Two Hundred

139 3.00 working on D.C. & bell on 230V A.C. supply with cells / 250.48 Fifty And Paise Forty Ea

battery Eight Only

Supplying and erecting LED indoor fittings with LEDs of

wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, Rupees One Hundred

140 12.00 with housing used as a heat sink shall be made of thick sheet 165.64 Sixty Five And Paise Ea

Steel conforming to IS: 513/CRCA/ aluminium die cast Sixty Four Only

powder coated and high U.V. & corrosion resistance with

(v) 36-40 Watts, Surge-2 kV, IP-20, conventional 4 feet Cat lll

Rupees Five Hundred

141 54.00 535.30 Thirty Five And Paise Ea

Supplying and erecting LED street light / Flood light fittings Rupees One Thousand

with High power White LEDs wattage of 3 Watt and above Eight Hundred Seventy

142 7.00 assembled on single MCPCB, efficiency more than 130 lm/w 1871.53 Ea

One And Paise Fifty

and corrosion free High pressure die cast aluminium housing Three Only

with smooth finish powder coated and heat sink extruded

Supplying and erecting LED street light / Flood light fittings Rupees Five Thousand

with High power White LEDs wattage of 3 Watt and above One Hundred Seventy

143 1.00 assembled on single MCPCB, efficiency more than 130 lm/w 5175.24 Ea

Five And Paise Twenty

and corrosion free High pressure die cast aluminum housing Four Only

with smooth finish powder coated and heat sink extruded

Providing Approved make Triple Pole Metal Clad Switch Rupees Five Thousand

Fuse Unit 415/500 V. with HRC fuse of suitable load and Eight Hundred Twelve

144 1.00 neutral link confirming to IS.(c) 100 A/125 A .Cat.III 5812.55 Ea

And Paise Fifty Five

Providing and erecting Approved make Four pole moulded Rupees Six Thousand

case circuit breaker having breaking capacity ICU of 25 KA. at Seven Hundred Ninety

145 1.00 415 V,having normal current rating up to 25 A to 100A. with 6790.23 Ea

And Paise Twenty

Fixed thermal & magnetic release suitable to work on A.C. Three Only

supply 50 Hz. with all internal connections, spreader tinned

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and erecting Approved make Four pole moulded Rupees Eight

case circuit breaker having breaking capacity ICU of 35 KA. at Thousand Eight

146 1.00 415 V. having normal current rating 125A. with Fixed 8861.74 Hundred Sixty One Ea

thermal & magnetic release suitable to work on A.C.supply 50 And Paise Seventy

Hz. with all internal connections, spreader tinned copper & Four Only

providing and erecting Miniature circuit breaker single pole

6A to 25A suitable to operate on 240 V A.C. system and Rupees One Hundred

147 62.00 having breaking capacity 10 KA to be erected in existing box. 123.22 Twenty Three And Ea

confirming to IS 8828/1996 with ISI Mark Cat.III Paise Twenty Two Only

Providing & erecting 240 V MCB double pole switch for motor

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

148 5.00 & confirms to IS : 8828 in existing box having following 362.59 Sixty Two And Paise Ea

capacity (B) 40 Amp. Cat.III Fifty Nine Only

Providing & erecting 240 V MCB double pole switch for

lighting Load (B Curve) having 10 KA breaking capacity & Rupees Three Hundred

149 5.00 confirms to IS : 8828 in existing box having following capacity 325.22 Twenty Five And Paise Ea

(B) 40 Amp. Cat.III Twenty Two Only

Providing & erecting 415 V MCB Four Pole for Motor &

Inductive Load (B Curve) having 10KA breaking capacity & Rupees Seven

150 1.00 confirms to IS :8828 in existing box having following capacity 702.96 Hundred Two And Ea

(b)40 Amp. Cat.III Paise Ninety Six Only

Providing & erecting 415 V MCB Four Pole for Motor & Rupees Seven

Inductive Load (C Curve) having 10KA breaking capacity & Hundred Thirty Six

151 3.00 confirms to IS :8828 in existing box having following capacity 736.29 Ea

And Paise Twenty Nine

(b)40 Amp. Cat.III Only

(c)63 Amp.Cat.III

Rupees Eight Hundred

152 3.00 811.03 Eleven And Paise Ea

Providing & erecting 415 V MCB three Pole for Motor &

Inductive Load (C Curve) having 10KA breaking capacity & Rupees Six Hundred

153 2.00 confirms to IS :8828 in existing box having following capacity 647.41 Forty Seven And Paise Ea

(a) 6 to 32 Amp. Cat.III Forty One Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Plastic Enclousure fitted with DIN rail suitable for

incorporating Three/Four Nos.Mcb Rupees One Hundred

154 1.00 108.07 Eight And Paise Seven Ea

Providing and erecting Sheet Steel powder coated MCB Rupees One Thousand

distribution board - flush / surface mounted fitted with Four Hundred Ninety

155 3.00 busbar, neutral link, earth bar and DIN rail, Conforms to IS 1492.78 Ea

Two And Paise Seventy

8623-1 & 3, IEC 61439-1 & 3 without MCB to house Eight Only

appropriate nos. of MCBs.(The DBs should be used of same Rupees Three

(B) three phase incoming and single phase horizontal type

outgoing Per phase isolation type (PPI) (b) sheet steel double Thousand Four

156 1.00 door (iii)8 way 3412.79 Hundred Twelve And Ea

Paise Seventy Nine

providing and erecting Approved make RCCBs conforming to Rupees Two Thousand

IS: 12640 and having sensitivity of 30 mA and Short Circuit Four Hundred Fifty

157 6.00 withstand capacity of 10 KA and suitable for operation on 2458.34 Ea

Eight And Paise Thirty

single phase 240 V,50Hz. having characteristic of quick action Four Only

& tripping with all advance feature & do not incorporate any

Providing and erecting metallic vitrified danger notice board

as per language suggested by engineer incharge for MEDIUM Rupees Sixty Nine And

158 1.00 VOLTAGE installation to be erected as per IS-2551. 69.69 Ea

Paise Sixty Nine Only

Providing and erecting Annealed bare Copper wire 4.064mm Rupees Seven

to 1.626mm. Hundred Ninety Four

And Paise Eighty

Providing and erecting Pipe type earthing having 150 cms.long

and 2.5 cms. dia. galvanised iron pipe with coupling and buch Rupees Three Hundred

160 3.00 buried in specially prepared earth pit complete with necessary 368.65 Sixty Eight And Paise Ea

8 SWG earth wire. Sixty Five Only

Providing and erecting Pipe type earthing with 40 mm dia

mtr long 'B' grade G.I. pipe with necessary coupling buch Rupees Eight Hundred

161 1.00 buried in specially prepared earth pit & G.I. earth wire of 8 823.15 Twenty Three And Ea

SWG erected & connected as directed (For panel) Paise Fifteen Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

For using salt and charcoal / coke as required for pipe type

earthing. Rupees One Hundred

162 4.00 171.70 Seventy One And Paise Ea

Supplying & erecting earth pit of minimum bore dia.150mm Rupees Four

size approved make Earthing Electrode consisting Pipe-in- Thousand Five

163 2.00 Pipe Technology as per IS 3043-1987 made of corrosion free 4591.46 Hundred Ninety One Ea

hot dipped G.I.Pipes having Outer pipe dia of 50mm having And Paise Forty Six

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

Providing & erecting weather proof, dust & vermin proof, floor Rupees Fourteen

mounted front operated indoor type cubical panel board Thousand Nine

164 1.50 necessary IP-42 and above protection as per approval from 14902.55 Sq.Mtr.

Hundred Two And

engineer incharge made from 14 SWG thick CRC M.S. sheet Paise Fifty Five Only

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

Supplying and erecting triple pole & neutral 440V / 500V Rupees One Thousand

panel mounting Copper Busbars with four equal Nos. of Nine Hundred Sixty

165 1.00 electrolyte bus having current density not more than 1.6 Amp. 1961.42 Rn.Mtr.

One And Paise Forty

/ sq.mm (Rated current / cross section area) duly wrapped Two Only

with colour insulating tape for phase sequence of following

providing and erecting Mains with ISI marked, 1.5kV grade

electrolyte multi stranded, annealed copper conductor with Rupees Thirty Four

166 10.00 heat resistant PVC insulated conforms to IS 694, IEC - 227 34.34 And Paise Thirty Four Mtr.

erected in existing pipe of following size (Specifically for Only

control panel, relays, power switchgears, motor starters &

(d) One wire 4.00 sq. mm

Rupees Forty Seven

167 10.00 47.47 And Paise Forty Seven Mtr.

(f) One wire 10.00 sq. mm

Rupees One Hundred

168 10.00 115.14 Fifteen And Paise Mtr.

(g) One wire 16.00 sq. mm

Rupees One Hundred

169 10.00 177.76 Seventy Seven And Mtr.

Paise Seventy Six Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Supplying & erecting Galvanized M.S pipe post “B” class 88.9 Rupees Three

mm O.D 4 mtr. Long duly painted with two coats of Thousand Two

170 3.00 aluminium paint complete with metallic base plate of 300 mm 3225.94 Hundred Twenty Five Ea

x 300 mm x 4mm thick for using as a compound light pole And Paise Ninety Four

with approx. weight 32 Kg. Only

Providing and erecting cable clamp of 25 mm X 3 mm M.S.

flat suitable for fixing 2 Nos.of armoured cable with nuts and Rupees Ninety One

171 6.00 bolts. (A) for 114 mm dia. Pole 91.91 And Paise Ninety One Ea

Providing 1:2:4 cement concrete foundation & 70 % PCC from

bottom including excavation for the pole of size 45 x 45 x 100 Rupees Eight Hundred

172 3.00 cm. Deep in below ground level with plinth of 45 cm x 45 cm 809.01 Nine And Paise One Ea

(or 45 cm dia x 45 cm) high upper ground level with necessary Only

curing and finishing in approved manner.

Providing and erecting street light pole bracket comprising

main B Class MS pipe of 4.2 cm/require outside dia. complete Rupees Five Hundred

173 3.00 with suitable B Class M.S. sleeve tubing of approx. 561.56 Sixty One And Paise Ea

45cms.length and suitable for 76.5 mm / 80mm. / require Fifty Six Only

size pole top having sufficient fasteners for fixing the brackets

Supplying and erecting B class Galvanized iron pipe having

smooth finished bore of the pipe on both ends erected nuts Rupees One Hundred

174 5.00 and bolts along the pole / wall shaping the pipe as per site 180.79 Eighty And Paise Mtr.

requirement. Pipe dia as following.(A) 25 mm dia Seventy Nine Only

Supplying and erecting approved make panel mounting type Rupees One Thousand

Digital Voltmeter having 3 digits LED display, 0 to 750 AC Two Hundred Seventy

175 1.00 Volts range erected on existing panel board with all 1275.63 Ea

Five And Paise Sixty

connection, wiring etc .with manufacturers calibration Three Only

Supplying and erecting approved make panel mounting type Rupees One Thousand

Digital Ammeter having 3 digits LED display, external CT Five Hundred Fifty

176 1.00 operated, calibrated for 0 to 1000 Amps suitable to operate on 1558.43 Ea

Eight And Paise Forty

500 Volt AC , erected on existing panel board with all Three Only

connection, wiring etc .with manufacturers calibration

Supplying and erecting Ammeter / Voltmeter selector switch

for 3 phase AC Supply 500 V on existing panel board with Rupees Three Hundred

177 1.00 necessary connections. 317.14 Seventeen And Paise Ea

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing & erecting L.T. Current Transformer with bar

primary 50/5 to 1000/5 ratio 15 VA burden erected in Rupees Two Hundred

178 3.00 existing CRCA box duly secured with insulating materials 274.72 Seventy Four And Ea

connected to the meter Paise Seventy Two Only

Supplying and erecting approved make suitable panel

indicator LED type lamp, lens cover, complete erected with Rupees Forty Three

179 3.00 necessary connections. 43.43 And Paise Forty Three Ea

Providing and erecting FRLS-XLPE (IS:7098)(I)-88 ISI

armoured cable multistrand / Solid Aluminium conductor for Rupees One Hundred

180 260.00 1.1 kV. to be laid on wall with necessary clamps or in existing 140.39 Forty And Paise Thirty Mtr.

trench / pipe of following size of cables (A) 4 core 4 Sq. mm Nine Only

(B) 4 core 6 Sq. mm

Rupees One Hundred

181 110.00 151.50 Fifty One And Paise Mtr.

Providing and erecting FRLS-XLPE(IS:7098)(I)-88 ISI

armoured cable multistrand Aluminium conductor for 1.1 kV. Rupees Two Hundred

182 8.00 to be laid on wall with necessary clamps or in existing trench 264.62 Sixty Four And Paise Mtr.

/ pipe of following size of cables (B) 3 1/2 core 35 Sq. mm ( Sixty Two Only

16 Sq. mm 1/2 core)

Making trench in soft soil of suitable width of 90 cm deep for

laying cable or locating the fault all over the run and back Rupees Fifty Five And

183 240.00 filling the same and making the surface as normal ground. 55.55 Mtr.

Paise Fifty Five Only

Making trench in Hard Murrum / Tar Road of suitable width

of 90 cm or required depth for laying any size of cable or Rupees Seventy Four

184 160.00 locating the fault all over the run and back filling the same 74.74 And Paise Seventy Mtr.

and making the surface as normal ground. Four Only

Supplying following size of Light duty “A” Class G.I . Pipe &

erecting as directed by Engineer-in-charge.(B) 50 mm dia Rupees Three Hundred

185 60.00 300.98 And Paise Ninety Eight Mtr.

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing & laying approved make Double walled corrugated

pipes (DWC) of polyethylene(conforming to IS 14930 II )with Rupees Sixty Two And

186 340.00 necessary connecting accessories of same material at 62.62 Mtr.

Paise Sixty Two Only

required depth in existing trench for laying of cable. below

ground / road surface for enclosing cable (A)50 mm outer dia

Providing and, fixing heavy duty flange type brass double

compression type cable gland with rubber ring for PVC Rupees Seventy Five

187 2.00 insulated armoured cable complete with out going tails, 75.75 And Paise Seventy Five Ea

insulating tape etc for following size of cables.(B) 3 & 1/2 Only

core 35/50 Sq. mm

Providing and, fixing heavy duty flange type brass cable gland

with rubber ring for PVC insulated armoured cable complete Rupees Thirty Three

188 18.00 with out going tails, insulating tape etc for following size of 33.33 And Paise Thirty Three Ea

cables.(A) 2 to 4 core 2.5 / 4 Sq. mm Only

(B) 2 to 4 core 6 Sq. mm

Rupees Thirty Eight

189 2.00 38.38 And Paise Thirty Eight Ea

Solder less crimping type Aluminium lugs conforming to IS

suitable for cable of following size evenly crimped with high Rupees Six And Paise

190 50.00 pressure tool & connected to switchgear terminals with 6.06 Ea

brass/cadmium plated nut bolts in an approved manner. (A)

Rupees Twenty And

Paise Twenty Only

Solder less crimping type Copper lugs conforming to IS

suitable for cable of following size evenly crimped with high Rupees Eight And

192 100.00 pressure tool & connected to switchgear terminals with 8.08 Ea

Paise Eight Only

brass/cadmium plated nut bolts in an approved manner. (A)

Rupees Ten And Paise

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Providing and erecting Approved make Ceiling fan with double Rupees One Thousand

ball bearing ISI mark with condenser A.C. 230V.50 Hz.1200 Five Hundred Ninety

194 26.00 mm. sweep complete, canopy erected on existing hook or 1596.81 Ea

Six And Paise Eighty

clamp with earthing. [Make shall be approved by Engineer in One Only

Supplying and erecting 19 / 20 mm. nominal bore Medium

Class M.S. Pipe down rod erected duly painted for fan Rupees One Hundred

195 26.00 complete with proper insulation without leakage and earthing. 108.07 Eight And Paise Seven Mtr.

Supplying & erecting fan hook box of 10 mm M.S. round bar

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

196 26.00 pierced through a 16 Gauge M.S. box / Heavy Duty PVC box 108.07 Eight And Paise Seven Ea

complete erected concealed in Ceiling with necessary finishing. Only

Supplying & erecting approved make low noise decorative Rupees One Thousand

exhaust fan having square frame ABS body with inbuilt Three Hundred Sixty

197 4.00 lowers & square frame.200mm with 1350RPM Cat.II 1366.53 Ea

Six And Paise Fifty

Supplying & erecting single phase approved make industrial

exhaust fan suitable for medium duty ring mounted low noise Rupees Two Thousand

198 1.00 operation suitable for medium duty having following dia size 2054.34 Fifty Four And Paise Ea

and maximum speed in RPM [A] 300-305 mm dia 900 RPM Thirty Four Only

Providing recess in wall or window frame suitable for erection

of Exhaust fan complete with plastering and colour washing Rupees One Hundred

199 5.00 to match the colour of the wall or window complete with 189.88 Eighty Nine And Paise Ea

expanded metal in order to render the fitting in accessible and Eighty Eight Only

the room water-proof.

Supplying & erecting electro galvanised G.I. wire micro mesh

jali cover of grade 304 required size with suitable wooden Rupees Six Hundred

200 4.00 frame duly fitted in wall outside of exhaust fan for insect 634.28 Thirty Four And Paise Sq.Mtr.

protection. Twenty Eight Only

Supplying & erecting approved make SMC press moulded

composite FRP. loop-in, loop-out approx. 2mm thick box Rupees Four Hundred

201 8.00 complete with Bakelite connector strip 5way(3P+N+E),DIN rail 476.72 Seventy Six And Paise Ea

for mounting mob & hinged doors as per requirement having Seventy Two Only

locking arrangements with mounting clamp with nuts, bolts &

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Supplying and erecting B class galvanised iron pipe 32 mm

outside dia 45 cm long duly welded on 20 cm x 20 cm x 3 mm Rupees Three Hundred

202 7.00 thick M.S. base plate, erected on wall or corner for mounting 343.40 Forty Three And Paise Ea

street light luminaire with necessary hardware materials duly Forty Only

painted. Rupees Sixty One

Providing & erecting water cooler having storage capacity

Ltr. & cooling capacity 150 Ltr.per hour @ an ambient temp of Thousand Four

203 1.00 45˚ C. The outlet temp. of the water should drop by 15˚C 61482.74 Hundred Eighty Two Ea

within a hour, The water cooler should be comprising of And Paise Seventy

hermetically sealed compressor, fan motor, condensing unit, Four Only

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Supplying & erecting 5 stage single reverse osmosis water Rupees Twenty Nine

purification system with M.S. powder coated frame, prefilter Thousand One

204 1.00 housing with 'O' ring presediment filter GAC filter, carbon 29187.99 Hundred Eighty Seven Ea

filter suitable buster DC pump capacity 80 psi, mention with And Paise Ninety Nine

40 psi inline type post carbon filter auto low & high pressure Only

Providing & erecting open well type horizontal mono block Rupees Ten Thousand

pump set with stainless steel body having following Five Hundred Seventy

205 1.00 specification (C) 1 H.P. single phase open well motor pump set 10574.70 Ea

suitable for 185 LPM discharge @ 25 mtr. head, suitable for Seventy Only

32 mm dia. Delivery pipe with control panel.Cat ll

Lowering of submersible motor pump set at the depth of

following ,complete with required. Nos. and size of casing Rupees Eight Hundred

206 1.00 pipes erected by means of proper chain pulley block & pipe 856.48 Fifty Six And Paise Per Job

wrenches after checking of threads of each pipe with coupling Forty Eight Only

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

Providing and erecting ISI marked PVC insulated PVC

Sheathed Flat flexible Submersible copper cable approved Rupees One Hundred

207 32.00 make of following Size.(B) 3 Core x 2.5 Sq. mm. 104.03 Four And Paise Three Mtr.

Rupees One Crore Sixty Nine Lakh(s) Four Thousand Sixty One And Paise Sixty Four Only

(A) Total Tender Amount

(B) % of above / Below on Tendered Amount

(C) Net Tendered Amount (A-B)

*(please strike out whichever is not applicable)

Note-1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Note-2 All the columns in Schedule-B should be filled in ink and the total of the entries in the last column should be struck by the contractor

Note-3 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and hold good for work under all

Note-4 Serviceable material available (If any) after Demolishing / Deismentalling any item should be hand over to concered PIU site

Note-5 Credit Value for Dismantling building shall be recovered from first RA bill. Amount for the same shall be considered fixed (Rate shall

It. Qty. Item of work Estimated Rates Unit Total

No. Estima In In Words amount

ted Figures according to

2 3 4 5 6 estimated

Signature of Contractor Deputy Executive Engineer Executive Engineer

PIU, Mahesana PIU, Mahesana

Signature of the Contractor.

Deputy Executive Engineer Executive Engineer

PIU Sub Division PIU Division,

Mehsana Mehsana