Building

Name of work :-

Construction of Sub center Building (G+1) and Compound Wall at Chitrodipura Village Chitrodipura, 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 of Thousand Two Hundred

1 0.03 stumps of trees cut earlier and disposal of unserviceable materials (A) 84256.67 Hector

Fifty Six And Paise Sixty

By manual means in area of light jungle Seven Only

Excavation for foundation upto 1.50 mt. depth including sorting out and Rupees One Hundred

2 143.00 stacking of useful materials upto 50 mt. laid. (a) (A) Loose soft soil 122.99 Twenty Two And Paise Cu.mt.

Ninety Nine Only

Excavation for foundation upto 1.50 mt. to 3.0 Mt. depth including Rupees One Hundred

3 42.00 sorting out and stacking of useful materials and dispossing of the 170.40 Seventy And Paise Forty Cu.mt.

excavated stuff upto 50 Mt. Lead in (b) dense or hard soil Only

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

sand : 4 Graded stone aggregate, 20 mm Nominal size) and curring Five Hundred Eighty

4 8.00 complete including cost of form work in (a) foundation and plinth 3587.13 Cu.mt.

Seven And Paise

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

sand : 8- Graded Brick bats aggregate 40mm normal size) and curing Rupees Two Thousand

5 22.00 complete excluding cost of formwork in (A) Foundation and Plinth 2643.35 Six Hundred Forty Three Cu.mt.

And Paise Thirty Five Only

Providing contrlloed cement concrete M-250 and curing complete Rupees Four Thousand

including the cost of the formwork but excluding the cost of reinforce Four Hundred Seventy

6 10.00 ment of reinforced concrete work in 4474.11 Cu.mt.

Four And Paise Eleven

(A) Foundation footings base of column and mass concrete. Only

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-250 and curing

complete including the cost of formwork and excluding cost of Rupees Seven Thousand

reinforcement of reinforced concrete work in (A) For Column up to P.L Four Hundred Twenty Six

And Paise Thirty Eight

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

8 91.00 sides of foundations etc. in layers not exceeding 20 cm. In depth 136.92 Thirty Six And Paise Cu.mt.

consolidating each deposited layer by ramming and watering. Ninety Two Only

Providing and laying controlled cement concrete M-250 and curing Rupees Six Thousand

9 6.00 complete including the cost of formwork and excluding cost of 6250.46 Two Hundred Fifty And Cu.mt.

reinforcement of reinforced concrete work in(A) Plinth beam Paise Forty Six 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

10 16.00 cement mortar 1:5 (1 Cement: 5-Fine sand) conventional Ground floor. 3455.27 Cu.mt.

And Paise Twenty Seven

Upto plinth level Only

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

11 7.00 complete including the cost of formwork and excluding cost of 6652.86 Hundred Fifty Two And Cu.mt.

reinforcement of reinforced concrete work in (A) Copping Paise Eighty Six Only

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

12 10.00 complete including cost of formwork and reinforcement for reinforced 4511.65 Five Hundred Eleven And Cu.mt.

concrete work in Plinth Slab Paise Sixty Five Only

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

13 27.00 20 cms. thick including waterring, ramming and consolidating etc. 269.75 Sixty Nine And Paise Cu.mt.

complete. Seventy Five Only

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

14 11.00 ramming, consolidating and dressing etc. complete 399.94 Ninety Nine And Paise Cu.mt.

Ninety Four Only

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

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

entering into a steel reinforced grooved flexible pipe of minimum

15 60.00 134.33 Thirty Four And Paise 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)

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

reinforcement for R.C.C. work for Ground floor.(C) For Columns Three Hundred Seventy

Five And Paise Fifteen

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.

Paise Fifty Nine Only

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 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 Columns 7440.03 Four Hundred Forty And Cu.mt.

Paise Three Only

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 Two Hundred Thirty Eight

19 3.00 reinforcement for reinforced concrete work in : Beams for ground floor. 6238.22 Cu.mt.

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

20 3.00 reinforcement for reinforced concrete work in : Beams for first floor. 6383.99 Cu.mt.

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

21 1.10 reinforcement for reinforced concrete work in : Beams for Second floor. 6529.75 Cu.mt.

Nine And Paise Seventy

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 Two Hundred Ninety Six

22 8.00 reinforcement for reinforced concrete work in © Slabs thickness for 6296.73 Cu.mt.

And Paise Seventy Three

ground floor Only

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

23 7.00 reinforcement for reinforced concrete work in © Slabs thickness for first 6442.50 Four Hundred Forty Two Cu.mt.

floor And Paise Fifty Only

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

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

24 2.00 reinforcementfor R.C.C. work in M-200 for Slab in Second Floor. 6588.26 Cu.mt.

Eight And Paise Twenty

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

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

25 48.00 cement mortar 1:6 (1 cement : 6 fine sand) in super structure above 3706.17 Seven Hundred Six And Cu.mt.

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

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. in Seven Hundred Forty

26 30.00 cement mortar 1:6 (1 cement : 6 fine sand) (conventional ) (A) First 3740.39 Cu.mt.

And Paise Thirty Nine

Brick work using common burnt clay conventional building bricks for

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

Seven Hundred Seventy

27 15.00 cement mortar 1:6 (1 cement : 6 fine sand) (conventional )(A) Second 3774.61 Cu.mt.

Floor. Four And Paise Sixty One

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

28 21.00 cement : 4- Coarse sand) with 2 Nos. of 6 mm dia mild steeld round bar 590.24 Ninety And Paise Twenty Sq.mt

after every three coarse embeded in cement mortar super structure for Four Only

ground floor Conventional.

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

29 33.00 cement : 4- Coarse sand) with 2 Nos. of 6 mm dia mild steeld round bar 590.24 Ninety And Paise Twenty Sq.mt

after every three coarse embeded in cement mortar super structure for Four Only

first floor Conventional.

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 One Hundred Ninety Nine

30 2.00 reinforc ement for RCC work (1) lintel for ground floor 6199.23 Cu.mt.

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 of Two Hundred Thirty One

31 2.00 reinforc ement for RCC work (1)lintel for first floor 6231.67 Cu.mt.

And Paise Sixty Seven

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 Rupees Six Thousand

etc. Complete including the cost of form work but excluding the cost of Four Hundred Thirty Six

32 2.00 reinforcement concrete work in(C) R.C.C. Chhaja/ Weathershed & Loft 6436.75 Cu.mt.

And Paise Seventy Five

etc.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

33 2.00 reinforcement concrete work in(C) R.C.C. Chhaja/Weathershed & Loft 6436.75 Cu.mt.

And Paise Seventy Five

etc.First Floor. Only

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

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

34 4.00 reinforcement for R.C.C. work at Ground Floor to First Floor (G) 6249.78 Cu.mt.

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 of Rupees Six Thousand

35 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 Paise Nineteen Only

Providing TMT bar fe 500D reinforcement for R.C.C. work including Rupees Seventy Seven

36 9022.00 bending, binding and placing in position complete for All Floors. 77.29 And Paise Twenty Nine Kg

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

37 69.00 stairs For Ground floor two level and finished even and smooth in (ii) 151.38 Fifty One And Paise Sq.mt

Cement mortar 1:4 (1-cement :4-sand) 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

38 66.00 stairs for First Floor and finished even and smooth in (ii) Cement 175.33 Seventy Five And Paise Sq.mt

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

39 13.00 stairs for Second Floor and finished even and smooth in (ii) Cement 199.27 Ninety Nine And Paise Sq.mt

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

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 15 mm thick Mala cement plaster in single coat on fair side

of brick / concrete wall for interior plastering upto floor two level & Rupees One Hundred

40 133.00 finished even and smooth : (ii) C M 1:4 ( 1 cement 4 sand) (A) Ground 165.31 Sixty Five And Paise Sq.mt

Floor Thirty One 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 One Hundred

41 192.00 smooth in : (ii) Cement mortar 1:4 (1 cement : 4 sand) for first floor 189.25 Eighty Nine And Paise Sq.mt

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

42 51.00 smooth in : (ii) Cement mortar 1:4 (1 cement : 4 sand) for Second floor 213.20 Thirteen And Paise Sq.mt

Providing 20 mm thick sand faced cement plaster on walls upto height

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

43 555.00 of c.m.1:3 ( 1 cement: 3 sand) & 8 mm. Thick finishing coat of c.m. 1:1 321.10 Twenty One And Paise Sq.mt

cement: 1 sand) etc. complete.with Apporpriate Chicknmess jali Ten Only

Providing and laying 24" X 24" Full Body Double Charge Vitrified 8mm

thick tile flooring over 20mm (ave) base of C.M. 1:6 on new surface or Rupees One Thousand

fixing on existing flooring by adhesive material including dismantling of Four Hundred Thirty Six

44 90.00 existing flooring and jointed with colour cement slurry including finished 1436.76 Sq.mt

And Paise Seventy Six

with flush pointing & cleaning the surface etc. comp. for light shade. Only

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 (1- Rupees One Thousand

One Hundred Sixty Six

45 20.00 Cement : 3 coarse sand) and jointed with gray cement slury mixed with 1166.93 Sq.mt

pigment to match the shade of slab including rubbing and polishing etc. And Paise Ninety Three

Providing & Laying ceramics tiles 8mm (300 x300 MM) thick in flooring

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

46 10.00 mortar 1:3 (1 Cement : 3 coarse sand) finished with flush pointing in 994.37 Ninety Four And Paise Sq.mt

white ceand & Jointed with white cement slurry Thirty Seven Only

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 ceramics tiles8mm ( 300 x 450 mm ) thick in

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

47 123.00 Cement : 3 coarse sand) pointing in white ceand & Jointed with white 1090.32 Ninety And Paise Thirty Sq.mt

cement slurry Two Only

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 .Aluminium sections Rupees Four Hundred

48 239.00 shall be smooth, rust free, straight, and jointed mechanically wherever 401.98 One And Paise Ninety Kg

required including cleat angle , Aluminium snap beading for glazing/ Eight Only

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 of sheet, Rupees One Thousand

Two Hundred Twenty

49 17.00 single side, double side coloured as per drawing & specifications Actual 1225.13 Sq.mt

installed quantity shall be measured and paid. Rate shall be inclusive of Five And Paise Thirteen

all type of wastage.(a) 6 mm thick (Plain) Only

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

63mm x 38.10mm x 1.2mm (JindaL Section :2434, @ Wt. 0.643 Kg/mt) One Hundred Seventy

50 2.00 with colour anodized alluminium frame for ventilation with 5 mm thick 1175.56 Sq.mt

Five And Paise Fifty Six

frosted glass as details etc complete for Ventilation Only

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

any shape and specified thickness and SHGC velue 86 % in frame and

shutter work with necessary cutting of glass as per drawing & Rupees One Thousand

51 17.00 specifications Actual installed quantity shall be measured and paid. 1022.12 Twenty Two And Paise Sq.mt

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

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

52 10.00 floors/all levels/all heights As per drawings and design supplied by 221.90 Twenty One And Paise Sq.mt

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

53 8.00 screw sand as per drawing, complete As per drawings and design 365.92 Sixty Five And Paise Sq.mt

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 drawing, Rupees Twenty Three

54 24.00 complete As per drawings and design supplied by architect and 23.53 And Paise Fifty Three Each

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

55 8.00 per drawings and design supplied by architect and instruction given by 858.40 Fifty Eight And Paise Each

authority and E.I.C. Forty Only

a) 18" x 10mm (square)

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 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

56 8.00 architect and instruction given by authority and E.I.C. 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

57 3.00 approved brand) with double speed adsustment with necessary 1304.92 Three Hundred Four And Each

accessories and screw etc complete. Paise Ninety Two Only

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

58 6.00 necessary screws. (B) Non-decorative type and block board core 1829.74 Sq.mt

Nine And Paise Seventy

anodised alluminium butt hinges in flush door shutters (1) 35 mm thick. Four Only

Steel work welded in built up sections framed work including cutting

hoisting fixing in postion and applying a priming coat of red lead paint Rupees Nine Thousand

59 11.52 (A) In beams and joists channels and angles, tees,flats with 9108.48 One Hundred Eight And Quintel

connecting cleats as in main and cross beams,hip and jack rafters Paise Forty Eight Only

connected to common rafters and the like.

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 sides Rupees Six Thousand

60 6.00 and itermediates supports 75 cm C/C and fixing with cement mortar 6035.76 Thirty Five And Paise Sq.mt

and adhesivee and finishing including cutting for fixing of sink any size Seventy Six Only

(as directed by engineer incharge) at required position etc complete.

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 18 mm thick polished granite stone machine cut in

single piece (Max. available) in sill and jambs of door laid over 10 mm

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

61 40.00 grey cement slurry with matching pigment incl. rubbing and polishing 2328.05 Three Hundred Twenty Sq.mt

half rounding edge etc. complete colour and shed as approved by Eight And Paise Five Only

architect engineer in charge.

Providing and applying hydrophilic crystalline system to the clean, wet

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

62 76.00 applied areas. The coverage shall be 0.8kg to 1kg/m2 in two coat 383.80 Eighty Three And Paise Sq.mt

application. The waterproofing system shall includ Eighty Only

Providing and laying broken chine mosaic flooring for terrace using

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 mortar creme

out upto surface using white cement including rounding off junctions

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

Rupees Seven Hundred

oxalic acid etc. as directed. Including Average 75mm thick cement

63 76.00 779.70 Seventy Nine And Paise Sq.M

concrete 1:2:4 (1-Cement : 2 coarse sand 4 stone aggregate 10 mm

nominal size) with finishing floting coat of neat cement complet.

including water proofing chemical as per manufacturer

recommendation with 10 years guarantee of water proofing.

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 fixing the stone Rupees Four Hundred

64 7.00 with neat cement slurry in true line and level As per drawings and 450.46 Fifty And Paise Forty Six Sq.mt

design supplied by architect and instruction given by authority and Only

E.I.C. etc. complete. for Shelves

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

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

Eight Hundred Forty

65 13.00 x 30 mm including materials & necessary S.S fixtures and fastening as 5847.90 Sq.mt

handles, lock, stopper, hinges etc. complete as directed by Engineer-in- Seven And Paise Ninety

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 0.90cm high 50mm dia 16G ASIS 304 Grade pipe

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

Four Hundred Seventy

66 17.00 Pipe @ 1.0mt or as per required interval with passing 16mm Dia 16G 3477.43 Metre

ASIS 304 Grade pipe bar and necessary hold fast and fixing in line and Seven And Paise Forty

level etc. complete. Three 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 give

Rupees Forty And Paise

67 647.00 an even shade including thoroughly brushing the surface free from 40.59 Sq.mt

mortar dropping and other foreign matter and sand papered smooth. Fifty Nine Only

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

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

68 500.00 including throughly brushing the surface free from mortar droppings 82.97 Sq.M

Paise Ninety Seven Only

and other foreign matter and sand papered smooth.

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

and manufacture on undercorated Ceilling surfaces to give an even

Rupees Eighty Eight And

69 154.00 shade including thoroughly brushing the surface free from mortar 88.47 Sq.M

droppings and other foreign matter and sand papered smooth.For Paise Forty Seven Only

Finishing wall with weather proof exterior emulsion paint on wall

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

70 555.00 thoroughly brushing the surface to remove all dirt, and remains of 73.75 And Paise Seventy Five Sq.mt

loose powdered materials.etc complete Only

Providing cement vata (10 cm x 10 cm size) quarter round in C.M. 1:1

Rupees Twenty Four And

71 41.00 (1 cement : 1 fine sand) including neat cement finishing watering etc. 24.28 Rmt

complete. Paise Twenty Eight Only

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

72 29.00 one layer and finished with a floating coat of neat cement. (B) 50mm 352.01 Fifty Two And Paise One sq.mt

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 pre-cast Rubber Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed by Rupees Six Hundred

73 32.00 mechanically pressed and as per approved design including 35mm 699.84 Ninety Nine And Paise sq.mt

Sand layer for levelling and filling the joint with sand in proper line and Eighty Four Only

level etc complete.

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

74 14.00 screws and nails and any height including scaffolding etc complete as 1045.35 Forty Five And Paise Per letter

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

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

75 2.00 cm. Thickness including watering and consolidating etc. Complete 600.56 Cmt

Paise Fifty Six Only

Providing & Fixing the Chikenmesh - 20 guag of approved size applying

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

76 81.00 with all material, labour, tools, tackles and equipment. Including 294.45 Ninety Four And Paise Sq.mt

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

site-in-charge.

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

77 19.00 including one coat red oxide and two coat or more coat of enamel paint 204.02 kg

Four And Paise Two Only

to the frame with necessary hinges etc. complete as directed by

architect & engineer-in-charge etc. complete.

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 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 pasted leaving

grooves of 4 to 5mm in between each successive tiles or/and gap may Rupees Nine Hundred

78 6.00 be provided in between the paver tiles to have gross joints / pebble 959.50 Fifty Nine And Paise Fifty Sq.mt

stone as per architectuR.Al scheme. No extR.A will be paid for leaving Only

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

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

79 3.00 superior glass mounted on 6mm. thick A.C. sheet or plywood sheet and 859.41 Fifty Nine And Paise Each

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

80 4.00 brackets fixed to wooden plugs with C.P. Brass screws.(B) 600mm. x 616.42 Sixteen And Paise Forty Each

20mm. size. Two Only

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

81 15.00 clamp at every two metre C/C or shall be concelled as directed 72.65 Metre

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 materials.

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 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

82 20.00 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 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

83 25.00 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 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

84 9.00 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 valve Rupees Four Hundred

85 2.00 (C) 25 mm. dia. 420.63 Twenty And Paise Sixty Each

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

86 2.00 (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

87 3.00 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

88 1.00 Cabtree, Essco, Ess-Ess, Plumber of approved quality) of size of 15 1818.00 Eight Hundred Eighteen Each

mm dia etc. complete Only

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 erecting and fixing double coated ISI water tank of required

Rupees Three And Paise

89 2000.00 capacity each with all necessary fittings and connection etc. complete 3.95 Litre

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 same Rupees Five Thousand

90 1.00 including providing and fixing 40mm dia CP waste coupling rails 5096.46 Ninety Six And Paise Each

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

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

91 3.00 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 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 white Rupees Three Thousand

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

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

etc complete. Only

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

93 5.00 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

94 15.00 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

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

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

95 23.00 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 - 75 mm

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

96 4.00 design with C.I scread down or hinged grating including the cost of 586.60 Eighty Six And Paise Each

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 laying Cement Rupees Three Hundred

97 8.00 concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded stone aggregate 352.60 Fifty Two And Paise Sixty Rmt

40mm nominal size) bedding for stoneware pipes of following internal Only

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 Cement Rupees Five Hundred

98 20.00 concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded stone aggregate 530.99 Thirty And Paise Ninety Rmt

40mm nominal size) bedding for stoneware pipes of following internal Nine Only

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 Two Thousand

99 2.00 vitreous china 100 mm size 'P' or 'S' trap including jointing the trap with 2002.56 Two And Paise Fifty Six Each

pan and soil pipe in CM (1:1) (1 cement :1 fine sand) etc complete. 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 in Rupees Two Thousand

100 1.00 Cement Mortar 1:1 (1-Cement : 1-fine sand), Flush tank, Health faucat, 2250.70 Two Hundred Fifty And Each

two way bib tap, Seal and cover etc. Complete as Directed EIC (A) Paise Seventy Only

vitreous China Pattern :(i) in white colour

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 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 size Two Hundred Forty Six

101 5.00 (inside) with standard weight.(i) Square mouth traps.(B) 150mm x 1246.92 Each

And Paise Ninety Two

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. ) (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 15mm And Paise Ninety Three

thick with cement mortar 1:3 finished smooth with a floating coat of Only

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

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

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

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

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

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

length with cowl etc complete as per direction of Engineer in charge.

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

No. Estimat according to

ed but In In Words estimated

may be Figures 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 : 4 coarse

Rupees Forty Two

sand : 8 hand broken stone aggregate 40mm nominal size) & R.C.C.

Thousand Five Hundred

104 1.00 top slab 0.12 m thick in CC 1:2:4 including cost of form work as per 42575.54 Each

Seventy Five And Paise

reinforcement detail drawings also 15 mm thick cement plaster in CM

Fifty Four Only

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

105 8.00 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

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 Cement Four Hundred Fifty Five

106 28.00 Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional 3455.27 Cu.M

And Paise Twenty Seven

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

107 8.00 shade including cleaning the surface of all dirt, dust and other foreign 92.17 Sq.M

Paise Seventeen Only

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S.

Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at

Mt,C/c. with five Horizontan lines and two diagonals of galvanised steel Rupees Three Hundred

108 60.00 barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to 391.93 Ninety One And Paise Rmt

posts with G.I,staples including fixing the postsin ground with 0.5 M x Ninety Three Only

0.5.M x 0.5 M. block in C.C1:5:10 etc complete.

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 Four Hundred

109 35.00 Metallic/Wooden box, single mounting base frame covered with 449.45 Forty Nine And Paise Pt

textured/metallic/white front plate modules erected on / in wall / ceiling Forty Five Only

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

Rupees Six Hundred

of following type erected on PVC / Metallic/Wooden box, single

110 7.00 629.23 Twenty Nine And Paise pt.

mounting base frame covered with textured/metallic/white front plate

Twenty Three Only

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 Four Hundred

111 6.00 erected on / in wall / ceiling as per pipe erected with following type of 473.69 Seventy Three And Paise Pt

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

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

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 Six Hundred

112 5.00 mcb db board.(f) with medium class Rigid PVC pipe and accessories 697.91 Ninety Seven And Paise Pt

erected concealed in wall/ceiling complete CAT III Ninety One Only

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

sq.mm ( green) earthing wire from mcb d b board.(f) with medium class Rupees Eight Hundred

113 4.00 Rigid PVC pipe and accessories erected concealed in wall/ceiling 818.10 Eighteen And Paise Ten Pt.

complete CAT III Only

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

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

114 12.00 base frame covered with textured / metallic/white front plate modules 241.39 Forty One And Paise Pt

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

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 Thirty Two And

115 70.00 necessary PVC fittings & Junction boxes fixed with adhesive solution & 32.32 Mtr

Clamps with following dia of pipes, in approved manner as directed (b) Paise Thirty Two Only

Providing & erecting PVC Corrugated Flexible Conduit with required

Rupees Twenty And

116 10.00 nos. of coupling, PVC bushes, Check-nuts etc. complete of following 20.20 Mtr

sizes. (2) 25 mm Paise Twenty 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 Seventy Eight

117 150.00 copper conductor FRLS PVC insulated stranded wire of green colour 78.78 And Paise Seventy Eight Mtr

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

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

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated

ISI marked stranded Copper conductor wire in following type of pipe to

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

118 90.00 PVC insulated stranded wire of green colour for earth continuity of 107.06 Mtr

Seven And Paise Six Only

following size (A) with medium class Rigid PVC pipe and accessories

(a) 2 wire 4 sq. mm

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

No. Estimat according to

ed but In In Words estimated

may be Figures Quantities

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

119 20.00 140.39 Forty And Paise Thirty Mtr

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

120 2.00 Erected 40.40 Ea

Supplying and erecting led lamps with following wattage capacity of

to 240 voltage, minimum 15000 burning hours life, 500 V in built-surge Rupees One Hundred

121 10.00 protection,Polycarbonate diffuser, mounting suitable for E14 / E27 / 112.11 Twelve And Paise Eleven Ea

B22 lamp holders, pf >= 0.5 (ii) 5 to 8 watts Cat-III 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 Three Hundred

122 7.00 Luminaire efficacy> 85 lumens/watt ,LED 373.70 Seventy Three And Paise Ea

LED driver efficiency > 85 % Seventy 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 (iv) 22-24 Watts, Surge - 2KV,IP-20,

conventional 4 feet Cat-lll

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 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 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . Rupees Two Thousand

123 4.00 LED driver efficiency > 85 %.( fittings required LM-79 & LM-80 2201.80 Two Hundred One And Ea

certificates)(NOTE: Below description have shown ranges of Wattage Paise Eighty Only

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) above 24 to 36 watts Cat-lll

Sheets steel powder coated enclosure suitable for incorporating Rupees One Hundred

124 2.00 One/Two nos. MCB. 176.75 Seventy Six And Paise Ea

Seventy Five Only

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

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

125 18.00 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI 112.11 Twelve And Paise Eleven Ea

Mark CAT III Only

Providing & erecting 240 V MCB double pole switch for motor &

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

126 2.00 to IS : 8828 in existing box having following capacity (A) 6 to 32 Amp. 299.97 Ninety Nine And Paise Ea

Cat.III Ninety Seven Only

Providing & erecting 240 V MCB double pole switch for lighting Load (B Rupees Three Hundred

127 2.00 Curve) having 10 KA breaking capacity & confirms to IS : 8828 in 348.45 Forty Eight And Paise Ea.

existing box having following capacity (B) 40 Amp. CAT III Forty Five Only

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 Sheet Steel powder coated MCB distribution

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

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

128 2.00 to house appropriate nos. of MCBs.(The DBs should be used of same 1492.78 Four Hundred Ninety Two Ea

company of MCB to be used) suitable for (A) single phase incoming And Paise Seventy Eight

and horizontal single phase outgoing (b) sheet steel double door (IP- Only

providing and erecting Approved make RCCBs conforming to IS:

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

10 KA and suitable for operation on single phase 240 V,50Hz. having Rupees Two Thousand

129 2.00 characteristic of quick action & tripping with all advance feature & do 2235.13 Two Hundred Thirty Five Ea

not incorporate any electronic component. for following Max. rating And Paise Thirteen Only

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

Providing and erecting Pipe type earthing with 40 mm dia 2.5 mtr long

'B' grade G.I. pipe with necessary coupling buch buried in specially Rupees Eight Hundred

130 2.00 prepared earth pit & G.I. earth wire of 8 SWG erected & connected as 823.15 Twenty Three And Paise Ea

directed (For panel) Fifteen Only

For using salt and charcoal / coke as required for pipe type earthing. Rupees One Hundred

131 2.00 171.70 Seventy One And Paise Ea

Providing and erecting Annealed bare Copper wire 8 to 16 SWG. Rupees Seven Hundred

132 5.00 794.87 Ninety Four And Paise K.G.

Eighty Seven Only

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

Rupees Forty Six And

133 20.00 cable or locating the fault all over the run and back filling the same and 46.46 Mtr.

making the surface as normal ground. Paise Forty Six Only

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

Aluminium conductor for 1.1 KV. to be laid on wall with necessary Rupees Ninety And Paise

134 55.00 clamps or in existing trench / pipe of following size of cables.(B) 2 core 90.90 Mtr

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 Approved make Ceiling fan with double ball Rupees One Thousand

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

135 7.00 complete, canopy erected on existing hook or clamp with earthing. 1596.81 Ea

And Paise Eighty One

[Make shall be approved by Engineer in charge] Only

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

136 4.00 Pipe down rod erected duly painted for fan complete with necessary 24/ 108.07 Eight And Paise Seven mtr.

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 through a Rupees One Hundred

137 7.00 16 Gauge M.S. box / Heavy Duty PVC box having depth of 75mm 108.07 Eight And Paise Seven Ea

complete erected concealed in Ceiling with necessary finishing. Only

Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or Rupees Eighteen And

138 7.00 Fan box. 18.18 Ea

Paise Eighteen Only

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

139 4.00 doors as per requirement having locking arrangements with mounting 297.95 Ninety Seven And Paise Ea.

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

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

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

140 4.00 plate, erected on wall or corner for mounting street light luminaire with 343.40 Forty Three And Paise Ea.

necessary hardware materials duly painted. Forty Only

Providing & erecting open well type horizontal mono block pump set

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

141 1.00 single phase open well motor pump set having discharge of 115 LPM 7934.56 Nine Hundred Thirty Four Ea.

@ 15 mtr. head suitable for 32 mm dia. delivery pipe with control panel And Paise Fifty Six Only

Providing and erecting ISI marked PVC insulated PVC Shethed Flat

Rupees Sixty Five And

142 28.00 flexible Submersible copper cable approved make of following size. 65.65 Mtr

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

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 Thirty Seven Lakh(s) Five Thousand One Hundred One And Paise Fifty Five 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

Chitrodipura with removing all debris at al lead and lift. Site shall be

Rupees Seven Thousand

143 1.00 cleaned as per instruction of EIC. (Serviceable material shall be 7500.00 Job

Five Hundred 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.

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