Building

Name of work :-

Name of Work :- Construction of New Sub Center Building G.F & G+1 and Compound Wall Electrification and Furniture at Nani

Kadi (G.F) ,Karjisan (G.F) And Visatpura (G+1) Ta.Kadi in 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 In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 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 Paisa 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

2 585.00 and stacking of useful materials and disposing off the excavated 122.99 Twenty Two and Ninty Cu.M

stuff upto 50 Meter lead.(A) Loose or soft soil Nine Paisa 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 Forty Paisa Cu.M

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

Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in Rupees One Hundred

4 407.00 depth consolidating each disposited layer by ramming and 136.92 Thirty Six and Ninty Two Cu.M

watering. Paisa Only

Filling in plinth with sand under floors including watering ramming, Rupees Three Hundred

5 39.00 consolidating and dressing complete 399.94 Ninty Nine and Ninty Four Cu.M

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

6 107.00 20cm. thickness including watering, ramming and consolidating etc. 269.75 Sixty Nine and Seventy Cu.M

complete. Five Paisa Only

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

7 18.00 sand : 4- graded stone aggregates 20 mm nominal size) and curing 3587.13 Five Hundred Eighty Nine Cu.M

complete excluding cost of formwork in (A) Foundation and Plinth and Thrteen Paisa Only

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

8 42.00 reinforcement for reinforced concrete work in foundation footings, 4474.11 Cu.M

Four and Eleven Paisa

base of columns and mass concrete. Only

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

9 10.00 reinforcement for reinforced concrete work in Columns, pillars posts 7426.38 Cu.M

and Thirty Eight Paisa

and struts Up to plinth Only

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

10 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 Paisa Eighty Eight Only

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

sand : 8- hand broken stone aggregates 40 mm nominal size) and Rupees Two Thousand

11 170.00 curing complete excluding cost of formwork in (A) Foundation and 2643.35 SiX Hundred Forty Three Cu.M

Plinth and Thirty Five Paisa Only

Providing TMT Bar FE 500/550D reinforcement for R.C.C. work Rupees Seventy Seven

12 27662.00 including bending, binding and placing in position complete upto 77.29 and Paisa Twenty Nine Kg

floor two level Only

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

Five Paisa Only

Providing, laying controlled cement concrete M 200 and curing

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

14 17.00 for reinforced concrete work in: Up to Plinth Level.(B) Coping & 6652.86 Hundred Fifty Two and Cu.M

Plinth Beam Eighty Six Paisa Only

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

15 42.00 complete including the cost of form work but excluding the cost of 4511.65 Five Hundred Eleven and Cu.M

reinforcement for reinforced concrete work : Grade slab Sixty Five Paisa 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

16 16.00 reinforcement for reinforced concrete work in Columns, Pillars 7375.15 Cum

Five and Fifteen Paisa

posts and struts G.FLOOR Only

Providing & laying controlled cement concrete M-200 work with curing

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

17 6.00 reinforcement for R.C.C. work for F.F floor.(C) For Columns 7407.59 Four Hundred Seven and Cu.mt.

Fifty Nine Paisa Only

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

Providing & laying controlled cement concrete M-200 work with curing

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

18 2.00 reinforcement for R.C.C. work for second floor.(C) For 7440.03 Four Hundred Forty and Cu.mt.

Columns Three Paisa Only

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 One Hundred Ninty Nine

19 10.00 reinforcement for reinforced concrete work in Lintels / Sill 6199.23 Cu.M

and Twenty Three Paisa

Ground Floor Only

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 of Two Hundred Thirty One

20 2.00 reinforc ement for RCC work (1)lintel for first floor 6231.67 Cu.mt.

and Sixty Seven Paisa

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

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

21 6.00 for reinforced concrete work in 6436.75 Cu.M

and Seventy Five Paisa

(C) RCC Weathershed Ground Floor Only

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 of Four Hundred Thirty Six

22 2.00 reinforcement concrete work in(C) R.C.C. Chhaja/Weathershed & 6436.75 Cu.mt.

and Seventy Five Paisa

Loft etc.First Floor. Only

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 of Two Hundred Forty Nine

23 4.00 reinforcement for R.C.C. work at Ground Floor to First Floor (G) 6249.78 Cu.mt.

and Seventy Eight Paisa

Providing and laying controlled cement concrete M-200 with curing

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

24 4.00 reinforcement for R.C.C. work at first floor to Second floor (G) 6289.19 Two Hundred Eighty Nine Cu.mt.

Staircase and Ninteen Paisa Only

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

25 19.00 reinforcement for reinforced concrete work in BEAMS For Ground 6238.22 Cu.M

and Paisa Twenty Two

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

reinforcement for reinforced concrete work in : Beams for first Three Hundred Eighty

floor. Three and Paisa Ninty

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

27 1.10 reinforcement for reinforced concrete work in : Beams for Second 6529.75 Cu.mt.

Nine and Paisa Seventy

floor. Five Only

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 Ninty Six

28 42.00 reinforcement for reinforced concrete work in SLABS for Ground 6296.73 Cu.M

and Paisa 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

29 7.00 reinforcement for reinforced concrete work in © Slabs thickness for 6442.50 Four Hundred Forty Two Cu.mt.

first floor and Fifty Paisa Only

Provdg & laying controlled cementconcrete M-200 work.with curingetc.

complete incl. the cost of form workbut excluding the cost of Rupees Six Thousand

30 2.00 reinforcementfor R.C.C. work in M-200 for Slab in Second 6588.26 Five Hundred Eighty Eight Cu.mt.

Floor. and Twnty Six Paisa 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

31 155.00 Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional 3455.27 Cu.M

and Twenty Seven Paisa

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

32 198.00 in cement mortar 1:6 (1 cement : 6 fine sand) in super structure above 3706.17 Seven Hundred Six and Cu.M

plinth level upto floor two level (conventional) (A) Ground Floor Seventeen Paisa 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

33 30.00 in cement mortar 1:6 (1 cement : 6 fine sand) (conventional ) (A) First 3740.39 Seven Hundred Forty and Cu.mt.

floor Thirty Nine Paisa Only

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

34 15.00 in cement mortar 1:6 (1 cement : 6 fine sand) (conventional )(A) 3774.61 Seven Hundred Six and Cu.mt.

Second Floor. Seventeen Paisa Only

Half brick masonary in common burnt clay conventional building bricks

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

35 107.00 mortar 1:4 (1 Cement : 4 coarse sand) in super structure above plinth 590.24 Ninty and Twenty Four Sq.M

level upto floor two level (conventional ) Paisa 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

36 33.00 cement : 4- Coarse sand) with 2 Nos. of 6 mm dia mild steeld round 590.24 Ninty and Twenty Four Sq.mt

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

structure for first floor Conventional.

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

37 561.00 .Aluminium sections shall be smooth, rust free, straight, and jointed 401.98 One and Ninty Eight kg

mechanically wherever required including cleat angle , Aluminium Paisa 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

Providing Compact Sheet of any size, any shape, specified thickness

in aluminium frame and shutter work with necessary cutting of sheet, Rupees One Thousand

38 37.00 single side, double side coloured as per drawing & specifications 1225.13 Two Hundred Twenty Five Sq.M

Actual installed quantity shall be measured and paid. Rate shall be and Thirteen Paisa Only

inclusive of all type of wastage.(a) 5 mm thick (Plain)

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

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

39 49.00 and shutter work with necessary cutting of glass as per drawing & 1022.12 Twenty Two and Paisa Sq.M

specifications Actual installed quantity shall be measured and paid. Twelve Only

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

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 complete at all Rupees Two Hundred

40 38.00 floors/all levels/all heights As per drawings and design supplied by 221.90 Twenty One and Ninty Sq.M

architect and instruction given by authority and E.I.C. Actual laying Paisa Only

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 s.s. Rupees Three Hundred

41 36.00 screw sand as per drawing, complete As per drawings and design 365.92 Sixty Five and Paisa Each

supplied by architect and instruction given by authority and E.I.C. 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

42 104.00 drawing, complete As per drawings and design supplied by architect 27.78 and Seventy Eight Paisa 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

43 22.00 per drawings and design supplied by architect and instruction given by 858.40 Fifty Eight and Paisa Each

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

44 12.00 drawing, complete Note:-As per drawings and design supplied by 1003.94 Three and Ninty Four Each

architect and instruction given by authority and E.I.C. Paisa 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 In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

Providing & fixing S.S. Handle for Door 15 Cm size of ASIS 304 Grade

specified size Push-Pull Handle in pairs with necessary screws and as

per drawing, complete Note:-As per drawings and design supplied by

Rupees Eighty Seven and

45 14.00 architect and instruction given by authority and E.I.C. 87.57 Each

Paisa Fifty Seven Only

Providing and fixing aluminium extruded section body tubular type

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

46 9.00 approved brand) with double speed adsustment with necessary 1304.92 Three Hundred Four and Each

accessories and screw etc complete. Ninty Two Paisa 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 10 cm. Rupees Two Hundred

47 163.00 including one coat red oxide and two coat or more coat of enamel 204.02 Kg

Four and Paisa Two Only

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

48 18.00 necessary screws. (B) Non-decorative type and block board core 1829.74 Sq.M

Nine and Paisa 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

49 6.00 alluminium frame for ventilation with 5 mm thick frosted glass as 1175.56 Sq.M

Five and Paisa 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

50 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 Paisa 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 In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

density for cupboard cabinet on shutter with PVC frame of size 50 Rupees Five Thousand

Eight Hundred Forty

51 31.00 mm x 30 mm including materials & necessary S.S fixtures and 5847.90 Sq.M

fastening as handles, lock, stopper, hinges etc. complete as directed Seventy and Paisa Ninty

by Engineer-in-charge . Only

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

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

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

52 222.00 including dismentaling of existing flooring and jointed with color 1436.76 Sq.M

and Seventy Six Paisa

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

flooring treads of steps and landings laid on a bed of 12 mm thick Rupees Nine Hundred

53 54.00 cement mortar 1:3 (1 Cement : 3 coarse sand) finished with flush 994.37 Ninty Four and Thirty Sq.M

pointing in white ceand & Jointed with white cement slurry Seven Paisa Only

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

54 367.00 Cement : 3 coarse sand) pointing in white ceand & Jointed with white 1090.32 Ninty and Paisa Thirty Sq.M

cement slurry Two 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

mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) and jointed Rupees Two Thousand

55 40.00 with grey cement slurry with matching pigment incl. rubbing and 2328.05 Three Hundred Twenty Sq.mt

polishing half rounding edge etc. complete colour and shed as Eight and Five Paisa Only

approved by architect engineer in charge.

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 jointed Rupees One Thousand

56 36.00 with grey cement slurry mixed with pigment to match the shade of slab 1019.00 Ninteen and Paisa Zero Sq.M

including rubbing and polishing etc. complete. (A) 25mm thick Only

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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 Ninty Three Paisa

polishing etc. complete. Only

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 and Rupees Six Thousand

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

mortar and adhesivee and finishing including cutting for fixing of sink Six Paisa Only

any size (as directed by engineer incharge) at required position etc

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 and Rupees Four Hundred

59 25.00 fixing the stone with neat cement slurry in true line and level As per 450.46 Fifty and Forty Six Paisa Sq.M

drawings and design supplied by architect and instruction given by Only

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

60 285.00 one layer and finished with a floating coat of neat cement. (B) 50mm 352.01 Fifty Two and Paisa One Sq.M

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

61 287.00 stairs upto floor two level, in cement mortar (1:4) (1 cement : 4 sand) & 151.38 Fifty One and Paisa 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

62 66.00 stairs for First Floor and finished even and smooth in (ii) 175.33 Seventy Five and Paisa Sq.mt

Cement mortar 1:4 (1-cement :4-sand) Thirty Three 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 13.00 stairs for Second Floor and finished even and smooth in (ii) 199.27 Ninty Nine and Paisa Sq.mt

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

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

64 520.90 floor two level and finished even and smooth in (i) Cement mortar 1:4 165.31 Sixty Five and Thirty One Sq.M

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

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

65 192.00 Boick/ concrete walls for inteior plastering and finished even and 189.25 Eighty Nine and Twenty Sq.mt

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

66 51.00 smooth in : (ii) Cement mortar 1:4 (1 cement : 4 sand) for Second 213.20 Thrteen and Twenty Paisa Sq.mt

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

10 meters above ground level consisting of 12 mm thick backing coat

of CM 1:3 (1 cement : 3 sand) and 8 mm thick finishing coat of CM 1:1

Rupees Three Hundred

67 1695.00 (1 cement : 1 sand) etc. complete. 321.10 Twenty One and Paisa Sq.M

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

mortar 1:1 including neat cement finishing watering etc complete

Rupees Twenty Four and

Twenty Eight Paisa Only

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

Rupees Forty and Paisa

69 1223.00 primer of approved brand and manufacture on new wall surface to 40.59 Sq.M

give an even shade including thoroughly brushing the surface free Fifty Nine Only

from mortar dropping and other foreign matter and sand papered

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

70 888.00 shade including throughly brushing the surface free from mortar 82.97 Sq.M

Paisa Ninty 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 In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 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

even shade including thoroughly brushing the surface free from Paisa Forty Seven Only

mortar droppings and other foreign matter and sand papered

Finishing wall with weather proof exterior emulsion paint on wall

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

72 2115.00 thoroughly brushing the surface to remove all dirt, and remains of 73.75 and Seventy Five Paisa 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 Ninty Two and

73 102.00 shade including cleaning the surface of all dirt, dust and other foreign 92.17 Sq.M

Seventeen Paisa Only

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

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

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

at a depth of 20 to 200 mm under floor at every 2 to 3 mtr. c/c distance

(adjusted as per building layout ) & Ends of loop pass through a PVC

elbow of minimum 32 mm ID at junction box of wall and floor level, Rupees One Hundred

74 270.00 entering into a steel reinforced grooved flexible pipe of minimum 22 134.33 Thirty Four and Paisa Sq.M

mm ID leading into junction box and the loops shall terminate in Thirty Three Only

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)

Filling in foundation and plinth with brick bats / chhara in layers of 20 Rupees Six Hundred and

cm. Thickness including watering and consolidating etc. Complete Paisa 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 In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

Providing and applying hydrophilic crystalline system to the clean, wet

open pore concrete surface. The waterproofing system shall be brush Rupees Three Hundred

76 76.00 applied areas. The coverage shall be 0.8kg to 1kg/m2 in two coat 383.80 Eighty Three and Eighty Sq.mt

application. The waterproofing system shall includ Paisa Only

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

77 272.00 mortar creme out upto surface using white cement including 779.70 Seventy Nine and Sq.M

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

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

Providing and fixing bright finish One mm thick Stainless steel (Grade

304) letters size 30 cm height in Gujarati language fixed in wall with Rupees One Thousand

78 42.00 screws and nails and any height including scaffolding etc complete as 1045.35 Forty Five and Paisa Per letter

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 Ninty Four and Forty Five Sq.M

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

directed by the site-in-charge.

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

80 17.00 Grade Pipe @ 1.0mt or as per required interval with passing 16mm 3477.43 Metre

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

in line and level etc. complete. Three Only

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

81 81.00 manual of façade branding for health & wellness centres of 380.77 Eighty and Seventy Seven Rmt

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

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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 according to Rupees Two Thousand

82 18.00 the referance manual of façade branding for health & wellness centres 2181.60 One Hundred Eighty One Each

of ayushaman bharat scheme as per direction of executive engineer in and Paisa Sixty Only

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

83 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 centres and Paisa Ten Only

of ayushaman bharat scheme as per direction of executive engineer in

Providing and fixing Exterior Gr.Ade paver tile pavement in approved

pattern M/s. H.R. Johnson or Nitco or Pavit make or equivalent make

in approved colour and pattern as per architectuR.Al dR.Awing. The

tiles to be laid using 20 to 25mm thick CM 1:3. The bedding plaster

may vary in thickness as per site condition. The paver tiles to be

pasted on the bedding plaster using grey cement. The tiles to be

Rupees Nine Hundred

pasted leaving grooves of 4 to 5mm in between each successive tiles

84 6.00 959.50 Fifty Nine and Fifty Paisa Sq.mt

or/and gap may be provided in between the paver tiles to have gross

joints / pebble stone as per architectuR.Al scheme. No extR.A will be

paid for leaving the joints. The joints to be pointed using ready-made

polymer jointsealer like tile mate of Roff or laticrete or equivalent. The

type of pointing shall be ruled and sunk. The R.Ate toinclude cost of all

labour and mater

Providing and laying precast cement concrete tactile 300mm*300mm

size with aggregate of size up to 6 mm laid on floors, ramp,treadds of

steps and landing on 20 mm thick bed of cement mortar 1:6 (1- Rupees One Thousand

85 8.00 cement, 6 -coarse sand) joined with neat cement slurry with pigment 1963.44 Nine Hundred Sixty Three Sq.M

to match the shade of tiles complete with precast tiles of dark shade and Paisa Forty Four Only

(read/yellow) using ordinary cement

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

86 9.00 superior glass mounted on 6mm. thick A.C. sheet or plywood sheet 859.41 Fifty Nine and Forty One Each

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

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

87 12.00 brackets fixed to wooden plugs with C.P. Brass screws.(B) 600mm. x 616.42 Sixteen and Forty Two Each

20mm. size. Paisa Only

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 and

88 55.00 clamp at every two metre C/C or shall be concelled as directed 72.65 Metre

Sixty Five Paisa Only

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 equivalent as approved by

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

89 70.00 clamp at every two metre C/C or shall be concelled as directed 91.84 Metre

Eighty Four Paisa Only

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 fixed on the wall with the help of Rupees One Hundred

90 85.00 clamp at every two metre C/C or shall be concelled as directed 148.12 Forty Eight and Paisa Metre

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

fixing the same with adhesive solvent, including cost of all materials.

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

91 27.00 chromium plated screw down bib tap (I) 15 mm dia. 186.83 Eighty Six and Paisa Each

Eighty Three Only

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

92 6.00 valve (C) 25 mm. dia. 420.63 Twenty and Paisa Sixty Each

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

93 6.00 valve (E) 40 mm. dia. 663.43 Three and Paisa Forty Each

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

94 9.00 approved quality including fixing in pipe line etc. complete. (ii) 25 263.77 Sixty Three and Paisa Each

mm.Dia Seventy Seven Only

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

95 3.00 Cabtree, Essco, Ess-Ess, Plumber of approved quality) of size of 15 1818.00 Eight Hundred Eighteen Each

Providing erecting and fixing double coated ISI water tank of required

Rupees Three and Ninty

96 6000.00 capacity each with all necessary fittings and connection etc. complete 3.95 Litre

on terrace Five Paisa 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

97 3.00 same including providing and fixing 40mm dia CP waste coupling 5096.46 Ninty Six and Forty Six Each

rails providing fixing PVC waste pipe etc. comp as approved by the Paisa 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

98 9.00 including providing & fixing 15mm dia pillar tap capstan head screw 2265.43 Each

and Forty Three Paisa

down high pressure with screw shank an back nuts including providing Only

& 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

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

99 3.00 white including cutting holes and making good the walls and floors 3220.89 Two Hundred Twenty and Each

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

fisher union etc complete.

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

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

100 15.00 complete with special flange compression type fitting wall clips etc 127.67 Twenty Seven and Paisa Rmt

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

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

101 45.00 complete with special falnge compression type fittings, wall clipsetc. 280.23 Eighty and Twenty Three Rmt

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

102 69.00 complete with special falnge compression type fittings, wall clipsetc. 339.05 Thirty Nine and Five Rmt

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

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 75 mm

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

103 14.00 design with C.I scread down or hinged grating including the cost of 586.60 Eighty Six and Sixty Paisa Each

cutting and making good the walls. 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 laying Rupees Three Hundred

104 24.00 Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded stone 352.60 Fifty Two and Paisa Sixty Rmt

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 laying Rupees Five Hundred

105 60.00 Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded stone 530.99 Thirty and Ninty Nine Rmt

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

following internal diameters with necessary formwork and curing

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

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 One Thousand

106 4.00 vitreous china 100 mm size 'P' or 'S' trap including jointing the trap 1215.09 Two Hundred Fifteen and Each

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

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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 in Rupees Two Thousand

107 5.00 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 EIC Paisa Seventy Only

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

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

chamber and water tight C.I. cover with frame of 300mm x 300mm Rupees One Thousand

108 15.00 size (inside) with standard weight.(i) Square mouth traps.(B) 150mm x 1246.92 Two Hundred Forty Six Each

100mm size P or R type and Ninty Two Paisa 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. ) (R.C.C. Rupees Two Thousand

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

aggregate 20mm size) foundation concrete 1:5:10 inside plaster and Ninty Three Paisa

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

coat of neat cement on walls and bed concrete etc. complete.(i) Inside

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

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

Rupees Fifty Two

partition CM 1:4 & RCC Top slabs12 cms thick in 1:2:4 (1 cement :

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

design and 15 mm thick cement plaster in CM 1:4 with floating coat of Twenty Four and Four

neat cement slurry inside, top and around tank below 15 cm on Paisa Only

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

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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 cement

Rupees Forty Two

: 4 coarse sand : 8 hand broken stone aggregate 40mm nominal size)

Thousand Five Hundred

111 3.00 & R.C.C. top slab 0.12 m thick in CC 1:2:4 including cost of form work 42575.54 Each

Seventy Five and Fifty

as per reinforcement detail drawings also 15 mm thick cement plaster

Four Paisa Only

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-

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

112 28.00 complete including the cost of form work but excluding the cost of 4199.58 One Hundred Ninty Nine Cu.M

reinforcement for reinforced concrete work : Copping (R.A) and Fifty Eight Paisa Only

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

113 232.00 Confirming to IS 15658 : 2006 including 35 mm Sand layer for 699.84 Ninty Nine and Eighty Sq.M

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

114 60.00 M250 grade concret as per approved design and including excavation 374.92 Seventy Four and Ninty Meter

for fixing in proper line and level,filling the joint with C:M 1:3 Two Paisa Only

(1cement:3fine sand) etc complete.

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

115 246.00 lead and lift (excluding watering and consolidation)(B) From Borrow 154.87 Fifty Four and Eighty Cum

area within 0.5 Km.lead Seven Paisa Only

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

116 102.00 Metallic/Wooden box, single mounting base frame covered with 582.77 Eighty Two and Seventy Pt

textured/metallic/white front plate modules erected on / in wall / Seven Paisa 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 front Nine and One Paisa Only

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 modules

Rupees Six Hundred

118 18.00 erected on / in wall / ceiling as per pipe erected with following type of 612.06 Pt

Twelve and Six Paisa Only

accessories.[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire

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

PVC pipe and accessories erected concealed in wall/ceiling complete

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

119 18.00 mcb db board.(f) with medium class Rigid PVC pipe and accessories 894.86 Ninty Four and Eighty Six Pt

erected concealed in wall/ceiling complete Cat lll Paisa 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

120 9.00 class Rigid PVC pipe and accessories erected concealed in 1046.36 Forty Six and Thirty Six Pt.

wall/ceiling complete Cat lll Paisa Only

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

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

121 45.00 base frame covered with textured / metallic/white front plate modules 309.06 Pt

Nine and Six Paisa 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 with

Rupees Twenty Four and

122 210.00 necessary PVC fittings & Junction boxes fixed with adhesive solution 24.24 Mtr

& Clamps with following dia of pipes, in approved manner as directed Paisa Twenty Four Only

(b) 25 mm Rupees Thirty Three and

Thirty Three Paisa Only

Providing & erecting PVC Corrugated Flexible Conduit with required

Rupees Seventeen and

124 30.00 nos. of coupling, PVC bushes, Check-nuts etc. complete of following 17.17 Mtr

sizes. (1) 20 mm Seventeen Paisa Only

(2) 25 mm Rupees Twenty One and

Twenty One Paisa 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

126 360.00 copper conductor FRLS PVC insulated stranded wire of green colour 104.03 Four and Three Paisa Mtr

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

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 In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 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

127 180.00 FRLS PVC insulated stranded wire of green colour for earth continuity 140.39 Forty and Thirty Nine Mtr

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

accessories (a) 2 wire 4 sq. mm

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

128 60.00 184.83 Eighty Four and Eighty Mtr

Three Paisa Only

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

Erected Forty Two Paisa Only

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

Seventy One Paisa Only

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

131 21.00 Luminaire efficacy> 85 lumens/watt ,LED 535.30 Thirty Five and Thirty Ea.

LED driver efficiency > 85 % Paisa 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

220 to 240 voltage, minimum 15000 burning hours life, 500 V in built-

surge protection,Polycarbonate diffuser, mounting suitable for E14 / Rupees One Hundred

132 30.00 E27 / B22 lamp holders, pf >= 0.5 (A) LED Lamps integral type, with 188.87 Twelve and Eleven Paisa Ea

PC diffuser suitable LAMP holder (iii) 10 to 15 watts CAT III Only

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

Supplying and erecting LED street light / Flood light fittings with High

power White LEDs wattage of 3 Watt and above assembled on single

MCPCB, efficiency more than 130 lm/w and corrosion free High

pressure die cast aluminium housing with smooth finish powder

coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses with company mark/name engraved or

embossed 160 to 270 V,Power Factor more than 0.95, THD < 10 %, Rupees One Thousand

CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 Eight Hundred Seventy

133 12.00 lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & 1871.53 Ea

One and Fifty Three Paisa

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

Wattage capacity of LED fittings.The Engineer incharge may select

any wattage capacity between the ranges shown.) (A) Street Light (IP-

65), Surge protection -4kV integral and ,Light must have 440VAC line

supply with over-voltage protection. (iii) 24 - 36 watts CAT III

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

providing and erecting Miniature circuit breaker single pole 6A to 25A

suitable to operate on 240 V A.C. system and having breaking Rupees One Hundred

134 48.00 capacity 10 KA to be erected in existing box. confirming to IS 123.22 Twenty Three and Twenty Ea

8828/1996 with ISI Mark CAT III Two Paisa Only

Providing & erecting 240 V MCB double pole switch for lighting Load

Rupees Three Hundred

135 12.00 (B Curve) having 10 KA breaking capacity & confirms to IS : 8828 in 306.03 Ea

existing box having following capacity (A) 6 to 32 Amp. CAT III Six and Three Paisa Only

(B) 40 Amp. CAT III Rupees Three Hundred

136 6.00 325.22 Twenty Five and Twenty Ea.

Sheets steel powder coated enclosure suitable for incorporating Rupees One Hundred

137 12.00 One/Two nos. MCB. 176.75 Seventy Six and Seventy Ea.

Five Paisa Only

Providing and erecting Sheet Steel powder coated MCB distribution

board - flush / surface mounted fitted with busbar, neutral link, earth

bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without Rupees One Thousand

MCB to house appropriate nos. of MCBs.(The DBs should be used of Four Hundred Ninty Two

same company of MCB to be used) suitable for (A) single phase and Seventy Eight Paisa

incoming and horizontal single phase outgoing (b) sheet steel double Only

door (IP-43) (iv)12 way

providing and erecting Approved make RCCBs conforming to IS:

12640 and having sensitivity of 30 mA and Short Circuit withstand

capacity of 10 KA and suitable for operation on single phase 240 Rupees Two Thousand

139 6.00 V,50Hz. having characteristic of quick action & tripping with all 2458.34 Four Hundred Fifty Eight Ea

advance feature & do not incorporate any electronic component. for and Thirty Four Paisa Only

following Max. rating erected as directed(ii) 40Amps. DP CAT III

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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

approved make Earthing Electrode consisting Pipe-in-Pipe

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

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

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

galvanising, connection terminal dia of 12mm with constant ohmic

value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and

heavy duty cover.(approved make OEM has to submit test certificate) Rupees Four Thousand

140 6.00 & having back filling compound of (B) Inner chemical (CCM 4591.46 Five Hundred Ninty One Ea

Compound)- Resistivity:- 0.2 meter testing as per IEC 62561-2017, and Forty Six Paisa Only

Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C)

Back fill Compound :- Earthing compound should be capable to retain

moisture for long time Necessary test report must be submitted. (a)

For Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

Providing and erecting Annealed bare Copper wire 4.064mm to

1.626mm. Rupees Seven Hundred

141 30.00 794.87 Ninty Four and Eighty K.G.

Seven Paisa Only

Supplying & erecting XLPE(IS:7098) (I)-88 ISI unarmoured Aluminium

Rupees Eighty Five and

142 165.00 cable 1.1 KV.grade to be erected as directed of following size. © 2 85.85 Mtr

core 6 sq.mm Eighty Five Paisa Only

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

Providing and erecting Approved make Ceiling fan with double ball

bearing ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep Rupees One Thousand

Five Hundred Ninty Six

143 21.00 complete, canopy and 30 cms. down rod erected on existing hook or 1596.81 Ea

clamp with 24/0.2 , 3 core flexible wire with earthing. [Make shall be and Eighty One Paisa

approved by Engineer in charge] Only

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

144 10.50 Pipe down rod erected duly painted for fan complete with necessary 108.07 Eight and Seven Paisa mtr.

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

145 21.00 through a 16 Gauge M.S. box / Heavy Duty PVC box complete 108.07 Eight and Seven Paisa 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 Forty Two

panel CAT II Paisa Only

Providing and erecting ISI marked PVC insulated PVC Shethed Flat

Rupees Sixty Five and

147 75.00 flexible Submersible copper cable approved make of following size. 65.65 Mtr

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

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

Rupees Fifty Five and

148 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. Fifty FivePaisa Only

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

149 75.00 as directed by Engineer-in-charge. (A) 25 mm dia 172.71 Seventy Two and Seventy Mtr.

Supplying & erecting approved make SMC press moulded composite

FRP. loop-in, loop-out approx. 2mm thick box complete with Bakelite

connector strip 5way(3P+N+E),DIN rail for mounting mob & hinged Rupees Two Hundred

150 12.00 doors as per requirement having locking arrangements with mounting 297.95 Ninty Seven and Ninty Ea.

clamp with nuts, bolts & washers suitable for erection on pole with Five Paisa Only

cable clamps& earth bolt of following size of box.(D) 140mm x 140mm

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

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 thick M.S. base Rupees Three Hundred

151 12.00 plate, erected on wall or corner for mounting street light luminaire with 343.40 Forty Three and Forty Ea.

necessary hardware materials duly painted. Paisa Only

Rupees One Caror Eleven Lakhs Five Thousand Three Hundred Twenty and Forty One Paisa Only

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

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

No. Estimat In Figures In Words according to

ed but estimated

1 may2 be 3 4 5 6 Quantities

(A) Total Tender Amount

(B) % of above / Below on Tendered Amount

(C) Net Tendered Amount (A-B)

Credit Value of demolition of existing Sub Center Building at Nani

Kadi,Karjisan & Visatpura with removing all debris at al lead and lift.

Rupees Twenty Four

Site shall be cleaned as per instruction of EIC. (Serviceable material

152 1.00 24250.00 Thousand Two Hundred Job

shall be stacked in good condition at location suggested by EIC

*(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 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

Serviceable material available (If any) after Demolishing / Deismentalling any item should be hand over to concered PIU site engineer in charge as per instruction.

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 Deputy Executive Engineer(Ele) Deputy Executive Engineer Executive Engineer

Contractor PIU, Mahesana PIU, Mahesana PIU, Mahesana

Signature of the Contractor.

Deputy Executive Engineer Executive Engineer

PIU Sub Division PIU Division,

Mehsana Mehsana