Building

Name of work :-

Construction of New Sub Center Building and Compound Wall at Udalpur at Village Udalpur and Lachhadi Village Lachhadi &

Kamana Village Kamana Ta.Visnagar,Dist.Mehsana.

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Clearing and grubbing road land including uprooting rank vegetation, Rupees Eighty Four

grass bushes, shrubs, saplings and trees girth upto 300 mm removal Thousand Two Hundred

1 0.15 of stumps of trees cut earlier and disposal of unserviceable 84256.67 Hector

Fifty Six And Paise Sixty

materials(A) By manual means in area of light jungle Seven Only

Excavation for foundation upto 1.5 m depth including sorting out Rupees One Hundred

2 549.00 and stacking of useful materials and disposing off the excavated 122.99 Twenty Two And Paise Cu.M

stuff upto 50 Meter lead.(A) Loose or soft soil Ninety Nine Only

Excavation for foundation for depth from 1.5 m to 3.0 m including Rupees One Hundred

3 122.00 sorting out and stacking of useful materials and disposing off 170.40 Seventy And Paise Forty Cu.M

the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Only

Filling available excavated earth (excluding rock) in Rupees One Hundred

4 351.00 trenches. plinth, sides of foundations etc. in layers not exceeding 136.92 Thirty Six And Paise Cu.M

20 cm. in depth consolidating each disposited layer by Ninety Two Only

ramming and watering. Rupees Three Hundred

Filling in plinth with sand under floors including watering

5 39.00 ramming, consolidating and dressing complete 399.94 Ninety Nine And Paise Cu.M

Ninety Four Only

Filling in foundation and plinth with murrum or selected soil in layers Rupees Two Hundred

6 107.00 of 20cm. thickness including watering, ramming and consolidating 269.75 Sixty Nine And Paise Cu.M

etc. complete. Seventy Five Only

Filling in foundation and plinth with brick bats / chhara in layers of

cm. Thickness including watering and consolidating etc. Complete Rupees Six Hundred And

Paise Fifty Six Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

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

sand : 4- graded stone aggregates 20 mm nominal size) and curing Five Hundred Eighty

8 66.00 complete excluding cost of formwork in (A) Foundation and Plinth 3587.13 Cu.M

Seven And Paise

Providing and laying controlled cement concrete M-25 and curing Rupees Four Thousand

complete including the cost of form work but excluding the cost of Four Hundred Seventy

9 72.00 reinforcement for reinforced concrete work in foundation footings, 4474.11 Cu.M

Four And Paise Eleven

base of columns and mass concrete. Only

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

complete including the cost of form work but excluding the cost of Four Hundred Twenty Six

10 10.00 reinforcement for reinforced concrete work in Columns, pillars posts 7426.38 Cu.M

And Paise Thirty Eight

and struts Up to plinth Only

Providing and laying controlled cement concrete M-25 and curing Rupees Six Thousand

11 34.00 complete including the cost of form work but excluding the cost of 6250.46 Two Hundred Fifty And Cu.M

reinforcement for reinforced concrete work in Plinth BEAMS Paise Forty Six Only

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse Rupees Two Thousand

sand : 8- hand broken stone aggregates 40 mm nominal size) and Six Hundred Forty Three

12 154.00 curing complete excluding cost of formwork in (A) Foundation and 2643.35 Cu.M

And Paise Thirty Five

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

13 28322.00 including bending, binding and placing in position complete upto 77.29 And Paise Twenty Nine Kg

floor two level Only

Providing throating or plaster drip and moulding to R.C.C. Chhajja.

Rupees Forty Three And

Paise Five Only

Providing, laying controlled cement concrete M 200 and curing

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

15 17.00 reinforcement for reinforced concrete work in: Up to Plinth Level.(B) 6652.86 Six Hundred Fifty Two Cu.M

Coping & Plinth Beam And Paise Eighty Six Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

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

16 10.00 complete including cost of formwork and reinforcement for reinforced 4511.65 Five Hundred Eleven And Cu.M

concrete work in Plinth Slab Paise Sixty Five Only

Providing and laying controlled cement concrete M-200 and curing Rupees Seven Thousand

complete including the cost of form work but excluding the cost of Three Hundred Seventy

17 16.00 reinforcement for reinforced concrete work in Columns, pillars posts 7375.15 Cu.M

Five And Paise Fifteen

and struts G.FLOOR Only

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

18 6.00 curing etc. complete including the cost of form work but excluding the 7407.59 Four Hundred Seven And Cu.M

cost of reinforcement for R.C.C. work for F.F floor.(C) For Columns Paise Fifty Nine Only

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

19 2.00 curing etc. complete including the cost of form work but excluding the 7440.03 Four Hundred Forty And Cu.M

cost of reinforcement for R.C.C. work for second floor.(C) For Paise Three Only

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

One Hundred Ninety Nine

20 10.00 complete including the cost of form work but excluding the cost of 6199.23 Cu.M

reinforcement for reinforced concrete work in Lintels / Sill Ground And Paise Twenty Three

Providing and Laying controlled Cement Concrete M-200 and curing Rupees Six Thousand

etc. complete including the cost of form work but excluding the cost Two Hundred Thirty One

21 2.00 of reinforc ement for RCC work (1)lintel for first floor 6231.67 Cu.M

And Paise Sixty Seven

Providing, laying controlled cement concrete M 200 and curing Rupees Six Thousand

complete including the cost of form work but excluding Four Hundred Thirty Six

22 6.00 reinforcement for reinforced concrete work in 6436.75 Cu.M

And Paise Seventy Five

(C) RCC Weathershed Ground Floor Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Providing and Laying controlled Cement Concrete M-200 and curing

etc. Complete including the cost of form work but excluding the cost

of reinforcement concrete work in(C) R.C.C. Chhaja/Weathershed &

Loft etc.First Floor.

Rupees Six Thousand

Four Hundred Thirty Six

And Paise Seventy Five

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

complete including the cost of form work but excluding the cost of Two Hundred Thirty Eight

24 19.00 reinforcement for reinforced concrete work in BEAMS For Ground 6238.22 Cu.M

And Paise Twenty Two

Providing and laying controlled cement concrete M-200 and curing Rupees Six Thousand

complete including the cost of form work but excluding the cost of Three Hundred Eighty

25 3.00 reinforcement for reinforced concrete work in : Beams for first floor. 6383.99 Cu.M

Three And Paise Ninety

Providing and laying controlled cement concrete M-200 and curing Rupees Six Thousand

complete including the cost of form work but excluding the cost of Five Hundred Twenty

26 1.10 reinforcement for reinforced concrete work in : Beams for Second 6529.75 Cu.M

Nine And Paise Seventy

floor. Five Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

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

complete including the cost of form work but excluding the cost of Two Hundred Ninety Six

27 42.00 reinforcement for reinforced concrete work in SLABS for Ground 6296.73 Cu.M

And Paise Seventy Three

Providing and laying controlled cement concrete M-200 and curing

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

28 7.00 reinforcement for reinforced concrete work in © Slabs thickness for 6442.50 Four Hundred Forty Two Cu.M

first floor And Paise Fifty Only

Provdg & laying controlled cementconcrete M-200 work.with Rupees Six Thousand

curingetc. complete incl. the cost of form workbut excluding the cost Five Hundred Eighty

29 2.00 of reinforcementfor R.C.C. work in M-200 for Slab in Second Floor. 6588.26 Cu.M

Eight And Paise Twenty

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

etc. complete including the cost of form work but excluding the cost Two Hundred Forty Nine

30 4.00 of reinforcement for R.C.C. work at Ground Floor to First Floor (G) 6249.78 Cu.M

And Paise Seventy Eight

Providing and laying controlled cement concrete M-200 with curing

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

31 4.00 of reinforcement for R.C.C. work at first floor to Second floor (G) 6289.19 Two Hundred Eighty Nine Cu.M

Staircase And Paise Nineteen Only

Brick work using common burnt clay building bricks having crushing Rupees Three Thousand

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Four Hundred Fifty Five

32 112.00 Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional 3455.27 Cu.M

And Paise Twenty Seven

Brick work using common burnt clay conventional building bricks for

super structure having crushing strength not less than 35 Kg./Sq.Cm. Rupees Three Thousand

33 181.00 in cement mortar 1:6 (1 cement : 6 fine sand) in super structure 3706.17 Seven Hundred Six And Cu.M

above plinth level upto floor two level (conventional) (A) Ground Floor Paise Seventeen Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Brick work using common burnt clay conventional building bricks for Rupees Three Thousand

super structure having crushing strength not less than 35 Kg./Sq.Cm. Seven Hundred Forty

34 30.00 in cement mortar 1:6 (1 cement : 6 fine sand) (conventional ) (A) 3740.39 Cu.M

And Paise Thirty Nine

First floor Only

Brick work using common burnt clay conventional building bricks for

super structure having crushing strength not less than 35 Kg./Sq.Cm. Rupees Three Thousand

Seven Hundred Seventy

35 15.00 in cement mortar 1:6 (1 cement : 6 fine sand) (conventional )(A) 3774.61 Cu.M

Second Floor. Four And Paise Sixty One

Half brick masonary in common burnt clay conventional building

bricks having crushing strength not less than 35 Kg./Sq.Cm. in Rupees Five Hundred

36 107.00 cement mortar 1:4 (1 Cement : 4 coarse sand) in super structure 590.24 Ninety And Paise Twenty Sq.m

above plinth level upto floor two level (conventional ) Four Only

Half brick masonry in common burnt clay building bricks having

crushing strength not less than 35 Kg/ Cm2 in cement mortar 1:4 (1 Rupees Five Hundred

37 33.00 cement : 4- Coarse sand) with 2 Nos. of 6 mm dia mild steeld round 590.24 Ninety And Paise Twenty Sq.m

bar after every three coarse embeded in cement mortar super Four Only

structure for first floor Conventional.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

P & F Colour Anodised (20 micown ) Aluminium work for windows

ventilators( Sliding window like Two Track, Three Track, Four Track,

fix window/ Openable window / Fix-Partition, etc), with Extruded built

up standard tubular sections/ appropriate Z sections and other

sections of approved make conforming to IS: 733 and IS: 1285 fixed

with rawl plugs and SS screws or with fixing clips or with expansion

hold fastners including necessary filling up of gaps at junctions at top

, bottom and sides with required PVC/EPDM/neoprene felt etc Rupees Four Hundred

38 561.00 .Aluminium sections shall be smooth, rust free, straight, and jointed 401.98 One And Paise Ninety kg

mechanically wherever required including cleat angle , Aluminium Eight Only

snap beading for glazing/ panelling, CP brass /stainless steel screws,

fitting and Neccesory fixture, like Bearings,, American Handle,

Conceled lock, stopper, hinges, door closers, floor springs etc. all

heavyduty complete as per architectural drawings and the directions

of Engineer-in-charge.(Glazing and panelling to be paid under

relevent Item.)

Providing Compact Sheet of any size, any shape, specified

thickness in aluminium frame and shutter work with necessary cutting Rupees One Thousand

Two Hundred Twenty

39 37.00 of sheet, single side, double side coloured as per drawing & 1225.13 Sq.M

specifications Actual installed quantity shall be measured and paid. Five And Paise Thirteen

Rate shall be inclusive of all type of wastage.(a) 5 mm thick (Plain) Only

Providing Clear Float Glass/ frosted glass /Texture Glass of any

size, any shape and specified thickness and SHGC velue 86 % in Rupees One Thousand

40 49.00 frame and shutter work with necessary cutting of glass as per 1022.12 Twenty Two And Paise Sq.M

drawing & specifications Actual installed quantity shall be measured Twelve Only

and paid. Rate shall be inclusive of all type of wastage. (a) 5 mm thick

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Providing and fixing Stainless steel mosquito net jali ,wire of I.S

gauge designation 85-G with wire of 0.56 mm fix in aluminium door,

window, ventilator shutters of any size, any shape with etc all Rupees Two Hundred

41 38.00 complete at all floors/all levels/all heights As per drawings and 221.90 Twenty One And Paise Sq.M

design supplied by architect and instruction given by authority and Ninety Only

E.I.C. Actual laying installed Jali shall be measured. (Cost of

aluminium snap beading shall be paid in basic item)

Providing & fixing SS 304 grade Baby latch brass chromium 75mm

long." Door Bolt" size of 75mm with hair line finish with necessary Rupees Three Hundred

42 36.00 s.s. screw sand as per drawing, complete As per drawings and 365.92 Sixty Five And Paise Each

design supplied by architect and instruction given by authority and Ninety Two Only

Providing & fixing heavy quality Anodised Aluminum Butt hinges

mm x 63 mm x 3.2 mm with necessary s.s. screws and as per Rupees Twenty Seven

43 104.00 drawing, complete As per drawings and design supplied by architect 27.78 And Paise Seventy Eight Each

and instruction given by authority and E.I.C. Only

Providing & fixing SS 304 grade of brush/satin finish specified size

Tower Bolt with necessary screws and as per drawing, complete As Rupees Eight Hundred

44 22.00 per drawings and design supplied by architect and instruction given 858.40 Fifty Eight And Paise Each

by authority and E.I.C. Forty Only

a) 18" x 10mm (square)

Providing & fixing SS AISI 316 grade of glossy/satin finish specified

size Push-Pull Handle in pairs with necessary screws and as per Rupees One Thousand

45 12.00 drawing, complete Note:-As per drawings and design supplied by 1003.94 Three And Paise Ninety Each

architect and instruction given by authority and E.I.C. Four Only

a) 22mm (diameter) x 300mm

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Providing & fixing S.S. Handle for Door 15 Cm size of ASIS

Grade specified size Push-Pull Handle in pairs with necessary

screws and as per drawing, complete Note:-As per drawings and Rupees Eighty Seven

46 14.00 design supplied by architect and instruction given by authority and 87.57 And Paise Fifty Seven Each

Providing and fixing aluminium extruded section body tubular type

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

47 9.00 approved brand) with double speed adsustment with necessary 1304.92 Three Hundred Four And Each

accessories and screw etc complete. Paise Ninety Two Only

Providing & Fixing pressed G.I door & Window frame from pressed

G.I sheet Size and thickness as per Requirement and As per

Directed by EIC. inlcluding fix with 6 No's holdfast with hold fast logs Rupees Two Hundred

48 163.00 10 cm. including one coat red oxide and two coat or more coat of 204.02 Kg

Four And Paise Two Only

enamel paint to the frame with necessary hinges etc. complete as

directed by architect & engineer-in-charge etc. complete.

Provoding and fixing flush door shutters, solid core construction with

frame of first class hardwood with cross board and face veneer or Rupees One Thousand

plywood face panels, including anodised alluminium butt hinges with Eight Hundred Twenty

49 18.00 necessary screws. (B) Non-decorative type and block board core 1829.74 Sq.M

Nine And Paise Seventy

anodised alluminium butt hinges in flush door shutters (2) 35 mm Four Only

Providing and fixing standared extruded of alluminium section of size Rupees One Thousand

63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour anodized One Hundred Seventy

50 6.00 alluminium frame for ventilation with 5 mm thick frosted glass as 1175.56 Sq.M

Five And Paise Fifty Six

details etc complete for Ventilation Only

Steel work, welded in built up sections framed work including cutting,

hoisting, fixing in position and applying a priming coat of red lead Rupees Nine Thousand

51 35.92 paint. (A)In beams and joists, channels angles Tees, flats, with 9108.48 One Hundred Eight And Qntl

connecting plates or angle cleats as in main and cross beams. Hip Paise Forty Eight Only

and jack rafters, purlins conneted to common rafters and the like

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Providing and fixing 18mm thick Heavy PVC shutters of 55 kg/cm2 Rupees Five Thousand

density for cupboard cabinet on shutter with PVC frame of size 50 Eight Hundred Forty

52 31.00 mm x 30 mm including materials & necessary S.S fixtures and 5847.90 Sq.M

Seven And Paise Ninety

fastening as handles, lock, stopper, hinges etc. complete as directed Only

by Engineer-in-charge .

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

20 mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse Rupees One Thousand

sand) on new surface or fixing on existing flooring by adhesive Four Hundred Thirty Six

53 222.00 material including dismentaling of existing flooring and jointed with 1436.76 Sq.M

And Paise Seventy Six

color cement slurry including finised with flush pointing & cleaning the Only

surface etc. complete for light shade

Providing & Laying ceramics tiles 8mm thick (Size 300x300 mm) in Rupees Nine Hundred

54 54.00 flooring treads of steps and landings laid on a bed of 12 mm thick 994.37 Ninety Four And Paise Sq.M

cement mortar 1:3 (1 Cement : 3 coarse sand) finished with flush Thirty Seven Only

pointing in white ceand & Jointed with white cement slurry

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

Skirting risers of steps & dado on 10mm thick cement Plaster 1:3 (1 Rupees One Thousand

55 367.00 Cement : 3 coarse sand) pointing in white ceand & Jointed with white 1090.32 Ninety And Paise Thirty Sq.M

cement slurry Two Only

Providing and laying polished Kota stone slab flooring over 20mm

(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse

sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and Rupees One Thousand

56 36.00 jointed with grey cement slurry mixed with pigment to match the 1019.00 Sq.M

shade of slab including rubbing and polishing etc. complete. (A)

Providing and laying polished kota stone slab 25mm thick in risers of

steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 Rupees One Thousand

One Hundred Sixty Six

57 38.00 (1-Cement : 3 coarse sand) and jointed with gray cement slury mixed 1166.93 Sq.M

with pigment to match the shade of slab including rubbing and And Paise Ninety Three

polishing etc. complete. Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Providing and fixing Sand which type Granite platform including

supplying and fixing granite stone 18 mm thick mirror polished 1st

quality Granite stones in top and side posiition and vertical strip at

front over 25 mm thick polished kotah stone platform fixing in top Rupees Six Thousand

58 18.00 and sides and itermediates supports 75 cm C/C and fixing with 6035.76 Thirty Five And Paise Sq.M

cement mortar and adhesivee and finishing including cutting for fixing Seventy Six Only

of sink any size (as directed by engineer incharge) at required

position etc complete.

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 Rupees Two Thousand

59 40.00 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) and jointed 2328.05 Three Hundred Twenty Sq.M

with grey cement slurry with matching pigment incl. rubbing and Eight And Paise Five Only

polishing half rounding edge etc. complete colour and shed as

approved by architect engineer in charge.

Providing and laying machine cut free edges machine double

polished Kota stone for shelves in cupboard and walls in single

piece (Maximum 1.50 mt.) 25 mm including cutting grooves in walls Rupees Four Hundred

60 25.00 and fixing the stone with neat cement slurry in true line and level As 450.46 Fifty And Paise Forty Six Sq.M

per drawings and design supplied by architect and instruction given Only

by authority and E.I.C. etc. complete. for Shelves

Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-

coarse sand : 4-graded stone aggregate 20mm nominal size) laid in Rupees Three Hundred

61 285.00 one layer and finished with a floating coat of neat cement. (B) 352.01 Fifty Two And Paise One Sq.M

50mm thick. Only

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

62 287.00 stairs upto floor two level, in cement mortar (1:4) (1 cement : 4 sand) 151.38 Fifty One And Paise Sq.M

& finished even and smooth (A) Ground Floor Thirty Eight Only

Providing 10mm thick Mala Finish cement plaster in single coat on

brick/concrete walls for interior plastering on ceilings and sofits of Rupees One Hundred

63 66.00 stairs for First Floor and finished even and smooth in (ii) Cement 175.33 Seventy Five And Paise Sq.M

mortar 1:4 (1-cement :4-sand) Thirty Three Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Providing 10mm thick Mala Finish cement plaster in single coat on

brick/concrete walls for interior plastering on ceilings and sofits of Rupees One Hundred

64 13.00 stairs for Second Floor and finished even and smooth in (ii) Cement 199.27 Ninety Nine And Paise Sq.M

mortar 1:4 (1-cement :4-sand) Twenty Seven Only

Providing 15mm thick cement plaster in single coat on Rough

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

65 520.90 floor two level and finished even and smooth in (i) Cement mortar 165.31 Sixty Five And Paise Sq.M

1:4 (1-cement:4-sand) (A) Ground Floor Thirty One Only

Providing 15 mm thick cement Mala plaster in single coat on Fair Rupees One Hundred

66 192.00 side Boick/ concrete walls for inteior plastering and finished even and 189.25 Eighty Nine And Paise Sq.M

smooth in : (ii) Cement mortar 1:4 (1 cement : 4 sand) for first floor Twenty Five Only

Providing 15 mm thick cement Mala plaster in single coat on Fair

side Boick/ concrete walls for inteior plastering and finished even and Rupees Two Hundred

67 51.00 smooth in : (ii) Cement mortar 1:4 (1 cement : 4 sand) for Second 213.20 Thirteen And Paise Sq.M

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 thick Rupees Three Hundred

68 1630.00 backing coat of CM 1:3 (1 cement : 3 sand) and 8 mm thick finishing 321.10 Twenty One And Paise Sq.M

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

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

69 159.00 mortar 1:1 including neat cement finishing watering etc complete 24.28 Metre

Paise Twenty Eight Only

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

of primer of approved brand and manufacture on new wall surface to

Rupees Forty And Paise

70 1223.00 give an even shade including thoroughly brushing the surface free 40.59 Sq.M

from mortar dropping and other foreign matter and sand papered Fifty Nine Only

Wall painting (two coats) with plastic emulsion paint of approved

brand and manufacture on undecorated wall surface to give an even Rupees Eighty Two And

71 888.00 shade including throughly brushing the surface free from mortar 82.97 Sq.M

Paise Ninety Seven Only

droppings and other foreign matter and sand papered smooth.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Wall painting (Two coats) with Plastic emulsion paint of approved

brand and manufacture on undercorated Ceilling surfaces to give an

Rupees Eighty Eight And

72 342.00 even shade including thoroughly brushing the surface free from 88.47 Sq.M

mortar droppings and other foreign matter and sand papered Paise Forty Seven Only

smooth.For Ceiling

Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an reguired shape even shade after Rupees Seventy Three

73 2116.00 thoroughly brushing the surface to remove all dirt, and remains of 73.75 And Paise Seventy Five Sq.M

loose powdered materials.etc complete Only

Painting Two coats (excluding priming coat) on new steel and other

metal surfaces with enamel paint, brushing interior to give an even Rupees Ninety Two And

74 102.00 shade including cleaning the surface of all dirt, dust and other foreign 92.17 Sq.M

Paise Seventeen Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Anti-Termite System:Providing and laying of permanent piping

technology anti-termite treatment before flooring work by installing

LLDP (Low linear density polyethylene) tube of 8 mm O.D. & 6.4 mm

1.D. with inbuilt pressure compensation chip every 30 cm interval in

the tube, having working pressure of 2 Kg/cm2 and release rate of

1.9 Itr/hour fixed by P-clips and nails. The LLDP pipe shall be

installed at the entire periphery of the building and at internal network

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

c/c distance (adjusted as per building layout ) & Ends of loop pass

through a PVC elbow of minimum 32 mm ID at junction box of wall

Rupees One Hundred

and floor level, entering into a steel reinforced grooved flexible pipe

75 270.00 134.33 Thirty Four And Paise Sq.M

of minimum 22 mm ID leading into junction box and the loops shall

Thirty Three Only

terminate in junction boxes & test every junction during injecting

chemicals for termite control treatment. The anti termite chemical

Imidacloprid 30.5% SC mix as per IS-6313 (part III) shall be injected

by the pressure pump diluted with water @ 10.5 ml/5 ltr of water at

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

approved line plan for piping system and junction boxes dully

approved by Engineer-in-Charge with bond of 5 year warranty.(i)Anti

Termite chemical injected area (Chemical injecting incl. labour cost)

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 tempered to bring Rupees Seven Hundred

76 272.00 mortar creme out upto surface using white cement including 779.70 Seventy Nine And Paise Sq.M

rounding off junctions and extending them upto 15 cm along the Seventy Only

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

Providing and fixing 0.90cm high 50mm dia 16G ASIS 304 Grade

pipe railing as per detailed drawing with 32x32mm 16G ASIS 304 Rupees Three Thousand

Four Hundred Seventy

77 17.00 Grade Pipe @ 1.0mt or as per required interval with passing 16mm 3477.43 Rmt

Dia 16G ASIS 304 Grade pipe bar and necessary hold fast and fixing Seven And Paise Forty

in line and level etc. complete. Three Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Providing and fixing bright finish One mm thick Stainless steel

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

78 42.00 wall with screws and nails and any height including scaffolding etc 1045.35 Forty Five And Paise Per letter

complete as per instruction of Engineer-in-charge. Thirty Five Only

Providing & Fixing the Chikenmesh - 20 guag of approved size

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

79 237.00 and plumb with all material, labour, tools, tackles and equipment. 294.45 Ninety Four And Paise Sq.M

Including providing and fixing the jali with nails, etc complete as Forty Five Only

directed by the site-in-charge.

Painting with weather proof exterior emulsion acrelic based paint the

pattern using the grid and dimensions for door and window given as

applicator of standed drawing and dsign according to the reference Rupees Three Hundred

80 81.00 manual of façade branding for health & wellness centres of 380.77 Eighty And Paise Seventy Sq.M

ayushaman bharat scheme as per direction of executive engineer in Seven Only

painting the illustration circle of dia 44 inch with weather proof

exterior emulsion acrylic based paint as per as per define shade

code by exeperienced applicator of standed drawing and design Rupees Two Thousand

81 18.00 according to the referance manual of façade branding for health & 2181.60 One Hundred Eighty One Each

wellness centres of ayushaman bharat scheme as per direction of And Paise Sixty Only

executive engineer in charge

painting with weather proof exterior emulsion acrylic based paint the

national health mission logo and ayushaman bharat logo type using

the grid and dimendions given as per define shade code by Rupees Seven Thousand

82 3.00 experienced applicator of standed drawing and design according to 7686.10 Six Hundred Eighty Six Each

the referance manual of facade branding for health & wellness And Paise Ten Only

centres of ayushaman bharat scheme as per direction of executive

engineer in charge

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Providing and laying precast cement concrete tactile

300mm*300mm*25 mm thick with aggregate of size up to 6 mm laid

on floors, ramp,treadds of steps and landing on 20 mm thick bed of Rupees One Thousand

83 12.00 cement mortar 1:6 (1-cement, 6 -coarse sand) joined with neat 1963.44 Nine Hundred Sixty Three Sq.mtr

cement slurry with pigment to match the shade of tiles complete with And Paise Forty Four Only

precast tiles of dark shade (read/yellow) using ordinary cement

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design Rupees Six Hundred

84 260.00 Confirming to IS 15658 : 2006 including 35 mm Sand layer for 699.84 Ninety Nine And Paise Sq.M

levelling and filling the joint with sand in proper line and level as per Eighty Four Only

guidlines of IRC : SP 63-2018 etc. Complete.

Providing and fixing pre-cast concrete kerb stone of gray cement

based concrete block 30cm length,30cm height and 15cm thick of Rupees Three Hundred

85 60.00 M200 grade concret as per approved design and including 374.92 Seventy Four And Paise Meter

excavation for fixing in proper line and level,filling the joint with C:M Ninety Two Only

1:3 (1cement:3fine sand) etc complete.

Earthwork for embankment including breaking clods, dressing with all Rupees One Hundred

86 246.00 lead and lift (excluding watering and consolidation)(B) From Borrow 154.87 Fifty Four And Paise Cu.M

area within 0.5 Km.lead Eighty Seven Only

Providing and fixing 600mm. x 450mm. Bevelled edge mirror of Rupees Eight Hundred

87 9.00 superior glass mounted on 6mm. thick A.C. sheet or plywood sheet 859.41 Fifty Nine And Paise Each

and fixed to wooden; lugs with C.P. brass screws and washers. Forty One Only

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

88 12.00 brackets fixed to wooden plugs with C.P. Brass screws.(B) 600mm. x 616.42 Sixteen And Paise Forty Each

20mm. size. Two Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

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 equivalent as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of Rupees Seventy Two

89 55.00 clamp at every two metre C/C or shall be concelled as directed 72.65 Metre

And Paise Sixty Five Only

including necessary fittings etc. including testing of pipe and joints

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

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 equivalent as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of Rupees Ninety One And

90 70.00 clamp at every two metre C/C or shall be concelled as directed 91.84 Metre

Paise Eighty Four Only

including necessary fittings etc. including testing of pipe and joints

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

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 fixed on the wall with the help of Rupees One Hundred

91 85.00 clamp at every two metre C/C or shall be concelled as directed 148.12 Forty Eight And Paise Metre

including necessary fittings etc. including testing of pipe and joints Twelve Only

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

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

92 28.00 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 wheel Rupees Four Hundred

93 6.00 valve (C) 25 mm. dia. 420.63 Twenty And Paise Sixty Each

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

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

94 6.00 valve (E) 40 mm. dia. 663.43 Sixty Three And Paise Each

Forty Three Only

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

95 9.00 approved quality including fixing in pipe line etc. complete. (ii) 25 263.77 Sixty Three And Paise Each

mm.Dia Seventy Seven Only

Providing and fixing brass cromium plated Surgical handle cock ( Rupees One Thousand

96 3.00 Cabtree, Essco, Ess-Ess, Plumber of approved quality) of size of 15 1818.00 Eight Hundred Eighteen Each

mm dia etc. complete Only

Providing erecting and fixing double coated ISI water tank of required

Rupees Three And Paise

97 6000.00 capacity each with all necessary fittings and connection etc. 3.95 Litre

complete on terrace Ninety Five Only

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

china laboratory sink of approved quality) with CI or MS brackets

painted white including cutting holes in wall and making good the Rupees Five Thousand

98 3.00 same including providing and fixing 40mm dia CP waste coupling 5096.46 Ninety Six And Paise Each

rails providing fixing PVC waste pipe etc. comp as approved by the Forty Six Only

Engineer in charge.

Providing and fixing flat back wash basin with pedastral of 550mm x

400mm size (colour) with single hole for pillar tap with CI or MS

brackets painted white. Including cutting holes and making good the Rupees Two Thousand

same including providing & fixing CP brass waste coupling 32mm dia Two Hundred Sixty Five

99 9.00 including providing & fixing 15mm dia pillar tap capstan head screw 2265.43 Each

And Paise Forty Three

down high pressure with screw shank an back nuts including Only

providing & fixing PVC waste pipe 15 x 600mm PVC inlet connection

15mm brass screw down stop tap etc. complete.

Providing and fixing stainless steel kitchen sink of Size 600 mm X

450 mm X 200 mm of approved make with MS or CI brackets painted Rupees Three Thousand

white including cutting holes and making good the walls and floors Two Hundred Twenty

wherever required with 32 mm dia CP brass Waste Coupling & M.I. And Paise Eighty Nine

fisher union etc complete. Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Providing & fixing on wall ceiling and flor 10.0 kg.F/cm2 working

pressure polythylene pipes of following outside dia special density Rupees One Hundred

101 15.00 complete with special flange compression type fitting wall clips etc 127.67 Twenty Seven And Paise Rmt

including making good the wall ceiling and (A) 40 mm Sixty Seven Only

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

pressure polythene pipes of the following outside Dia. Low densidy, Rupees Two Hundred

102 45.00 complete with special falnge compression type fittings, wall clipsetc. 280.23 Eighty And Paise Twenty Rmt

including making good the wall ceiling and floor.(F) 75mm Three Only

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

pressure poluthene pipes of the following outside Dia. Low densidy, Rupees Three Hundred

103 69.00 complete with special falnge compression type fittings, wall clipsetc. 339.05 Thirty Nine And Paise Rmt

including making good the wall ceiling and floor.(G)110 mm Five Only

Providing and fixing PVC SWR Nahni trap IS 14735 for drain -

mm diameter with jali of the following nominal diameter of self Rupees Five Hundred

104 14.00 cleansing design with C.I scread down or hinged grating including 586.60 Eighty Six And Paise Each

the cost of cutting and making good the walls. Sixty Only

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 Rupees Three Hundred

105 24.00 laying Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded 352.60 Fifty Two And Paise Sixty Rmt

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

following internal diameters 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 Rupees Five Hundred

106 60.00 laying Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded 530.99 Thirty And Paise Ninety Rmt

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

following internal diameters with necessary formwork and curing

complete.(B) 150mm dia. (166mm Ave. bed thickness)

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Providing and fixing white or coloured glazed china vitreous china

Orissa type Water closet (HINDWARE, SONA, CERA brand of

approved quality) of size 580 x 440 mm including providing and fixing Rupees Two Thousand

107 4.00 vitreous china 100 mm size 'P' or 'S' trap including jointing the trap 2002.56 Two And Paise Fifty Six Each

with pan and soil pipe in CM (1:1) (1 cement :1 fine sand) etc Only

Providing and fixing wash down water closet (European type, W.C.

Pan) with integral P or S trap including jointing the trap with soil pipe Rupees Two Thousand

108 5.00 in Cement Mortar 1:1 (1-Cement : 1-fine sand), Flush tank, Health 2250.70 Two Hundred Fifty And Each

faucat, two way bib tap, Seal and cover etc. Complete as Directed Paise Seventy Only

EIC (A) vitreous China Pattern :(i) in white colour

Providing and fixing S.W. gully trap with C.I. grating brick masonry Rupees One Thousand

chamber and water tight C.I. cover with frame of 300mm x 300mm Two Hundred Forty Six

109 15.00 size (inside) with standard weight.(i) Square mouth traps.(B) 150mm 1246.92 Each

And Paise Ninety Two

x 100mm 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 frame (Light duty) 455mm

x 610mm intenal dimensions total weight of cover with frame to be

not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) Rupees Two Thousand

(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded Nine Hundred Thirty Two

stone aggregate 20mm size) foundation concrete 1:5:10 inside And Paise Ninety Three

plaster 15mm thick with cement mortar 1:3 finished smooth with a Only

floating coat of neat cement on walls and bed concrete etc.

complete.(i) Inside dimensions 455mmx 610mm and 450mm deep

for single pipe line.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Construction Septic tank inside dimention of 3.00 m in length &

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 :

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 Rupees Fifty Two

1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg) including 52524.04 Thousand Five Hundred

reinforcement as per design and 15 mm thick cement plaster in CM Twenty Four And Paise

1:4 with floating coat of neat cement slurry inside, top and around 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 & 6.00 m deep

of excavation any type soil with 0.23 m thick honey comb brick

masonary wall in cement mortar 1:6 (1 cement: 6 Sand) also 0.50 m

solid at top & Bottom wall based on 0.10 cm thick CC 1:4:8 (1

Rupees Forty Two

cement : 4 coarse sand : 8 hand broken stone aggregate 40mm

Thousand Five Hundred

112 3.00 nominal size) & R.C.C. top slab 0.12 m thick in CC 1:2:4 including 42575.54 Each

Seventy Five And Paise

cost of form work as per reinforcement detail drawings also 15 mm

Fifty Four Only

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 laying controlled cement concrete M-150 and curing Rupees Four Thousand

113 18.00 complete including the cost of form work but excluding the cost of 4199.58 One Hundred Ninety Nine Cu.m

reinforcement for reinforced concrete work : Copping (R.A) And Paise Fifty Eight Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

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

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

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

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

accessories and earth continuity of following type, erected on PVC / Rupees Five Hundred

114 102.00 Metallic/Wooden box, single mounting base frame covered with 582.77 Eighty Two And Paise Pt

textured/metallic/white front plate modules erected on / in wall / Seventy Seven Only

ceiling as per pipe erected, with necessary Lamp holder/ceiling rose /

H.D.Connector as directed.(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling complete Cat. III

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

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

multi strand copper wires up to 10 mtr length, in below type of pipe

erected with 6A Modular type switch and hum free EME step type

electronic fan regulator mounted and accessories with earth

continuity of following type erected on PVC / Metallic/Wooden box, Rupees Eight Hundred

single mounting base frame covered with textured/metallic/white Nine And Paise One Only

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

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm

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

multi strand copper wires up to 10 mtr length, in below type of pipe

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

PVC / Metallic/Wooden box covered with appropriate front plate Rupees Six Hundred

116 18.00 modules erected on / in wall / ceiling as per pipe erected with 612.06 Twelve And Paise Six Pt

following type of accessories.[I] For 6A Plug and 6 a switch with 2- Only

1.5 sq.mm Cu. Wire from nearby switchboard/mcb db board (f) with

medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete CAT III

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from Rupees Eight Hundred

117 18.00 mcb db board.(f) with medium class Rigid PVC pipe and accessories 894.86 Ninety Four And Paise Pt

erected concealed in wall/ceiling complete 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 board.(f) with medium Rupees One Thousand

118 9.00 class Rigid PVC pipe and accessories erected concealed in 1046.36 Forty Six And Paise Thirty Pt.

wall/ceiling complete CAT III Six Only

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

5 pin socket erected on PVC / Metallic/Wooden box, single mounting Rupees Three Hundred

119 45.00 base frame covered with textured / metallic/white front plate modules 309.06 Pt

Nine And Paise Six Only

erected on / in wall / ceiling with following type accessories CAT III

Providing and erecting ISI mark Medium class RIGID PVC PIPES of

following size complete to be erected on/in wall or ceiling erected

Rupees Twenty Four And

120 210.00 with necessary PVC fittings & Junction boxes fixed with adhesive 24.24 Mtr

solution & Clamps with following dia of pipes, in approved manner as Paise Twenty Four Only

directed (a) 20 mm

(b) 25 mm Rupees Thirty Three And

Paise Thirty Three Only

Providing & erecting PVC Corrugated Flexible Conduit with required

Rupees Seventeen And

122 30.00 nos. of coupling, PVC bushes, Check-nuts etc. complete of following 17.17 Mtr

sizes. (1) 20 mm Paise Seventeen Only

(2) 25 mm Rupees Twenty One And

Paise Twenty One Only

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated

ISI marked stranded Copper conductor wire in following type of pipe

to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm Rupees One Hundred

124 360.00 copper conductor FRLS PVC insulated stranded wire of green colour 104.03 Four And Paise Three Mtr

for earth continuity of following size (A) With medium class Rigid Only

PVC pipe and accessories (b) 2 wire 2.5 sq. mm

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated

ISI marked stranded Copper conductor wire in following type of pipe

to be erected in / on wall / ceiling with 2.5 sq. mm copper conductor Rupees One Hundred

125 180.00 FRLS PVC insulated stranded wire of green colour for earth 140.39 Forty And Paise Thirty Mtr

continuity of following size (A) with medium class Rigid PVC pipe and Nine Only

accessories (a) 2 wire 4 sq. mm

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

126 60.00 184.83 Eighty Four And Paise Mtr

Eighty Three Only

Call bell gong type suitable for 230 volts, 50 c/s. AC supply complete Rupees Forty Two And

127 3.00 Erected 42.42 Ea

Paise Forty Two Only

Decorative call bell Ting-tong box type 250 volts complete erected. Rupees Seventy One

128 3.00 71.71 And Paise Seventy One Ea

Supplying and erecting LED indoor fittings with LEDs of wattage

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

as a heat sink shall be made of thick sheet Steel conforming to IS:

513/CRCA/ aluminium die cast powder coated and high U.V. &

corrosion resistance with diffuser with company mark/name 160V to

270V, Power Factor more than 0.95, THD < 15%,

CCT 3000 K to 6500K, Rupees Five Hundred

129 21.00 Luminaire efficacy> 85 lumens/watt ,LED 535.30 Thirty Five And Paise Ea.

LED driver efficiency > 85 % Thirty Only

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

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.) (A) Tube Light with integral driver (v) 36-

40 Watts, Surge-2 kV, IP-20, conventional 4 feet CAT III

Supplying and erecting led lamps with following wattage capacity of Rupees One Hundred

220 to 240 voltage, minimum 15000 burning hours life, 500 V in built- Eighty Eight And Paise

Rupees One Thousand

131 12.00 Supplying and erecting LED street light / Flood light fittings with High 1871.53 Ea

power White LEDs wattage of 3 Watt and above assembled on Eight Hundred Seventy

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Rupees One Hundred

132 48.00 providing and erecting Miniature circuit breaker single pole 6A to 25A 123.22 Ea

suitable to&operate on240

breaking Twenty

133 12.00 Providing erecting lighting Load 306.03 Ea

(B Curve) having Six And Paise

Rupees ThreeThree Only

134 6.00 (B) 40 Amp. CAT 10III KA breaking capacity & confirms to IS : 8828 in 325.22 Ea.

135 12.00 Sheets steel powder coated enclosure suitable for incorporating 176.75 Ea.

One/Two nos. SeventyOne

Rupees Six And Paise

136 6.00 Providing and MCB.

erecting Sheet Steel powder coated MCB distribution 1492.78 Ea

Rupees Ninety Two

137 6.00 board - flush

providing and/ surface

erectingmounted

Approved fitted with RCCBs

make busbar, neutral link, earth

conforming to IS: 2458.34 Ea

12640 and having sensitivity of 30 mA and Short Circuit withstand Four Hundred

Rupees Fifty Eight

138 6.00 Supplying & erecting earth pit of minimum bore dia.150mm size 4591.46 Ea

Rupees Seven Ninety One

139 30.00 approved

Providing make Earthing Annealed

and erecting Electrode consisting

bare CopperPipe-in-Pipe

wire 4.064mm to 794.87 K.G.

1.626mm. Ninety Four

Rupees EightyAnd Paise

140 165.00 Supplying & erecting XLPE(IS:7098) (I)-88 ISI unarmoured 85.85 Mtr

Rupees Five Only

141 21.00 Aluminium

Providing and cable 1.1 KV.grade

erecting Approved to be erected

make as directed

Ceiling fan withofdouble

ball 1596.81 Ea

bearing ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep Five Hundred Ninety Six

Supplying and erecting 19 / 20 mm. nominal bore Medium Class Rupees One Hundred

142 10.50 M.S. Pipe down rod erected duly painted for fan complete with 108.07 Eight And Paise Seven mtr.

necessary 24/ O.20, 3 core flexible wire with earthing. Only

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

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

143 21.00 through a 16 Gauge M.S. box / Heavy Duty PVC box complete 108.07 Eight And Paise Seven Ea

erected concealed in Ceiling with necessary finishing. Only

Providing & erecting open well type horizontal mono block pump set

with stainless steel body having following specification (A) 0.5 H.P. Rupees Eight Thousand

single phase open well motor pump set having discharge of 115 LPM Seven Hundred Twenty

@ 15 mtr. head suitable for 32 mm dia. delivery pipe with control Eight And Paise Forty

panel CAT II Two Only

Providing and erecting ISI marked PVC insulated PVC Shethed Flat

Rupees Sixty Five And

145 75.00 flexible Submersible copper cable approved make of following size. 65.65 Mtr

(a) 3 Core x 1.5 Sq. mm Paise Sixty Five Only

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

Rupees Fifty Five And

146 60.00 cable or locating the fault all over the run and back filling the same 55.55 Mtr.

and making the surface as normal ground. Paise Fifty Five Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Supplying following size of Light duty “A” Class G.I . Pipe & erecting Rupees One Hundred

147 75.00 as directed by Engineer-in-charge. (A) 25 mm dia 172.71 Seventy Two And Paise Mtr.

Seventy One Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Supplying & erecting approved make SMC press moulded Rupees Two Hundred

148 12.00 composite FRP. loop-in, loop-out approx. 2mm thick box complete 297.95 Ninety Seven And Paise Ea.

with Bakelite connector strip 5way(3P+N+E),DIN rail for mounting Ninety Five Only

mob & hinged doors as per requirement having locking

Supplying and erecting B class galvanised iron pipe 32 mm outside Rupees Three Hundred

149 12.00 dia 45 cm long duly welded on 20 cm x 20 cm x 3 mm thick M.S. 343.40 Forty Three And Paise Ea.

base plate, erected on wall or corner for mounting street light Forty Only

luminaire with necessary hardware materials duly painted.

Rupees One Crore Nine Lakh(s) Eighty Five Thousand Four Hundred Sixty And Paise Ninety Two Only

(A) Total Tender Amount

(B) % of above/Below on Tendered Amount

(C) Net Tendered Amount (A-B)

Credit Value for Demolition

Credit Value for Demolition of existing Sub Center Building at

Udalpur with removing all debris at al lead and lift. Site shall be Rupees Six Thousand

150 1.00 cleaned as per instruction of EIC. (Serviceable material shall be 6300.00 Job

Three Hundred Only

stacked in good condition at location suggested by EIC.

Credit Value for Demolition of existing Sub Center Building at

Kamana with removing all debris at al lead and lift. Site shall be Rupees Six Thousand

151 1.00 cleaned as per instruction of EIC. (Serviceable material shall be 6250.00 Job

Two Hundred Fifty Only

stacked in good condition at location suggested by EIC.

Credit Value for Demolition of existing Sub Center Building at

Lachhadi with removing all debris at al lead and lift. Site shall be Rupees Five Thousand

152 1.00 cleaned as per instruction of EIC. (Serviceable material shall be 5350.00 Job

Three Hundred Fifty Only

stacked in good condition at location suggested by EIC.

(Please Strike Out whichever is not Applicable)

Note-1 All words 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 entries in the last column should be struck by the contractor under this signature.

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 conditions,site,moisture,weather

Note-4 Serviceable material available(if any) after Demolishing/Deismentaling any item should be hand over to concered PIU site engineer in charge as per instruction.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

Note-5 Credit Value for Dismantling building shall be recovered from first RA Bill .Amount for the same shall be considered fixed (Rate shall not be above/Below)

Signature of Contractor Deputy Executive Engineer(Civil) Executive Engineer

PIU, Mahesana PIU, Mahesana

Signature of the Contractor.

Deputy Executive Engineer(Ele.) Executive Engineer (Ele.)

PIU Sub Division PIU Gandhinagar