DEVELOPMENT AND BEAUTIFICATION OF BHUMBHALI LAKE, AT VILLAGE BHUMBHALI, BHAVNAGAR, FOR BHAVNAGAR AREA DEVELOPMENT AUTHORITY (BADA), BHAVNAGAR DISTRICT: BHAVNAGAR

Sr. No. Description Total Units Total Rates In Words Amount

Providing and fixing 1.20 Metre high Barbed Wire fencing with 3.0 Metre long Precast RCC

Pole of 150 mm x 150 mm and oil painting 3 coats fixed at 2.5 Mt, C/c. with five Horizontal Nine Hundred Seventy Nine Rupees

lines and two diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, And Fifty Two Paise

strained and fixed to posts with G.I. staples including fixing the posts.

Providing and fixing Chain link 2 10 x 10 gauge (Galvanised) strained and fixed to posts with Three Hundred Seventy Eight Rupees

G.I. staples. And Seventy Paise

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

One Hundred Twenty Five Rupees

3 useful materials and disposing off the excavated stuff upto 50 Meter lead. 33.00 CuMt 125.86

And Eighty Six Paise

(A) Loose or soft soil

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone Three Thousand Eight Hundred

4 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 5.00 CuMt 3824.11 Twenty Four Rupees And Eleven

Foundation and Plinth Paise

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 Confirming to IS 15658 : 2006 including 35 mm Seven Hundred Seven Rupees And

Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines Fifty Five Paise

of IRC : SP 63-2018 etc. Complete.

shade and pattern as Approved & directed by Architect/enginner in charge.

Brick Mesonary - Brick work using common burnt clay building bricks having crushing

Four Thousand Eight Hundred Forty

6 strength not less than 35 kg./Sq.Cm. in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (A) 8.00 CuMt 4842.93

Two Rupees And Ninety Three Paise

Modular Superstructure above plinth level upto floor two level

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above

Three Hundred Fifty Rupees And

7 ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm 98.00 SqMt 350.58

Fifty Eight Paise

thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Finishing wall with weather proof acrylic exterior emulsion paint on wall surface (two coats) to

give an required shape even shade after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered One Hundred Twenty Two Rupees

materials.etc complete The material shall be as described in list of approved material, shade And Fourteen Paise

and pattern as directed by Architects/ engineer in charge. (if required any where suggested by

Architect Wall painting (three coats) with plastic emulsion paint)

Providing and laying controlled cement concrete M-250 for R.C.C. bored piles including Four Thousand Eight Hundred Two

ramming, vibrating, curing and finishing complete. Rupees And Sixty Five Paise

Boring Holes Piles 2.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil

One Thousand One Hundred Fifteen

10 and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following 8.00 Nos 1115.43

Rupees And Forty Three Paise

diameter of pipes. (i)200 mm

Boring Holes Piles 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil

One Thousand Five Hundred Sixty

11 and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following 8.00 Nos 1561.19

One Rupees And Nineteen Paise

diameter of pipes. (iii) 300 mm

Providing and laying controlled cement concrete M.250 and curing complete excluding the

Four Thousand Eight Hundred

12 cost of formwork and reinforcement for reinforced concrete work in 3.00 CuMt 4800.50

Rupees And Fifty Paise

(D) Columns, Pillars posts and struts, upto floor two level.

Providing and laying controlled cement concrete M.250 and curing complete excluding the

cost of formwork and reinforcement for reinforced concrete work in (C) Slabs, landing, Four Thousand Six Hundred Ninety

shelves, Balconies, Lintels, Beams, Girders and Cantilever, upto floor two level. Five Rupees And Eleven Paise

Providing FE-500/500D TMT Steel (Code 1786-2008) reinforcement for RCC work including

cutting bending, binding and placing in position using and applying anticarrasive treatment

with polymer base materials to the steel rainfarcement including descaling the dust and Eighty One Rupees And Forty Five

applying the preventive Paise

coating of approved make (for the R.C.C. structures near coastal area only) etc complete.for

Providing Formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering below Three Hundred Twenty Three Rupees

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced And Twenty Two Paise

concrete and plain concrete work

Providing and fixing M.S. Grills of required pattern with M.S. flats at required spacings and

One Hundred Sixty Four Rupees And

16 frame alround, square or round bars with round headed bolts and nuts or by screws. (B) 4200.00 Kg 164.70

Ornamental Grill

Suppliying of graded stone aggregate of following sizes (for W.B.M. Road)(1) Hand broken

Two Hundred Sixty Seven Rupees

17 stone aggregate 23.00 CuMt 267.68

And Sixty Eight Paise

25mm to 90mm size.

Spreading the stone aggregate for rolling and W.B.M.including filling the interstices to

Two Hundred Sixty Eight Rupees

18 required camber and gradient (excluding spreading of Blindage) 8.00 CuMt 268.49

And Forty Nine Paise

(ii) 40mm to 63mm size aggreagates (H.B.)

Rolling and consolidating water bound macadam (except laterite and Kankar) including

watering not exceeding 150mm thickness (Main layer including binding materials ) including

19 26.51 SqMt 16.26 Sixteen Rupees And Twenty Six Paise

filling in depressions which occur during the process

.(A) With power roller exceeding 8 tonne and not exceeding 12 tonne.

Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 mm ACP

(Aluminum composite Panel); size 60x60x60cm equilateral Triangular as per design of IRC-

67-2012. Pre-treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiective sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.3 mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size iron angle of 35x35x3mm; painted with

One Thousand Four Hundred Sixty

20 bestquality epoxy coatings in black and white bends. the details of symbol or inscription / 4.00 Nos 1461.92

One Rupees And Ninety Two Paise

numerals for each board shall be as per the instruction of engineer in charge. A warranty for

years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product offered shall be submitted

(B) Class-B Type-4 Retro Reflective sheeting

Parking / Toilet / Gents / Ladies / Keep Clean Etc Signs

Providing and laying controlled cement concrete M.250 and curing complete excluding the

cost of formwork and reinforcement for reinforced concrete work in Four Thousand Four Hundred Eleven

(A) Foundations, footings, Base of columns and Mass Rupees And Fifty Two Paise

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

One Hundred Twenty Five Rupees

22 useful materials and disposing off the excavated stuff upto 50 Meter lead. 360.00 CuMt 125.86

And Eighty Six Paise

(A) Loose or soft soil

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone Three Thousand Eight Hundred

23 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 180.00 CuMt 3824.11 Twenty Four Rupees And Eleven

Foundation and Plinth Paise

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 Confirming to IS 15658 : 2006 including 35 mm Seven Hundred Seven Rupees And

Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines Fifty Five Paise

of IRC : SP 63-2018 etc. Complete.

shade and pattern as Approved & directed by Architect/enginner in charge.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M200 grade concret as per approved design and Four Hundred Twelve Rupees And

including excavation for fixing in proper line and level,filling the joint with C:M 1:3 Fourteen Paise

(1cement:3fine sand) etc complete.

Suppliying of graded stone aggregate of following sizes (for W.B.M. Road)(1) Hand broken Two Hundred Sixty Seven Rupees

stone aggregate 25mm to 90mm size. And Sixty Five Paise

Spreading the stone aggregate for rolling and W.B.M.including filling the interstices to

Two Hundred Sixty Eight Rupees

27 required camber and gradient (excluding spreading of Blindage) 360.00 CuMt 268.49

And Forty Nine Paise

(ii) 40mm to 63mm size aggreagates (H.B.)

Rolling and consolidating water bound macadam (except laterite and Kankar) including

watering not exceeding 150mm thickness (Main layer including binding materials ) including

28 1200.00 SqMt 16.26 Sixteen Rupees And Twenty Six Paise

filling in depressions which occur during the process

.(A) With power roller exceeding 8 tonne and not exceeding 12 tonne.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

One Hundred Twenty Five Rupees

29 useful materials and disposing off the excavated stuff upto 50 Meter lead. 54.00 CuMt 125.86

And Eighty Six Paise

(A) Loose or soft soil

Providing and laying Cement Concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken

stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in Three Thousand One Hundred Six

(A) Foundation and Plinth Rupees And Sixty Seven Paise

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone Three Thousand Eight Hundred

31 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 30.00 CuMt 3824.11 Twenty Four Rupees And Eleven

Foundation and Plinth Paise

Brick work using common burnt clay building bricks having crushing strength not less than

Four Thousand Two Hundred Eighty

32 kg./Sq.Cm. in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (A) Modular 27.00 CuMt 4284.12

Four Rupees And Twelve Paise

Foundation and plinth

Brick Mesonary - Brick work using common burnt clay building bricks having crushing

Four Thousand Eight Hundred Forty

33 strength not less than 35 kg./Sq.Cm. in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (A) 16.00 CuMt 4842.93

Two Rupees And Ninety Three Paise

Modular Superstructure above plinth level upto floor two level

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above

Three Hundred Fifty Rupees And

34 ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm 150.00 SqMt 350.58

Fifty Eight Paise

thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

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-Cement : 3 coarse sand) and jointed with gray One Thousand One Hundred Thirty

cement slury mixed with pigment to match the shade of slab including rubbing and polishing Five Rupees And Forty Nine Paise

Finishing wall with weather proof acrylic exterior emulsion paint on wall surface (two coats) to

give an required shape even shade after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered One Hundred Twenty Two Rupees

materials.etc complete The material shall be as described in list of approved material, shade And Fourteen Paise

and pattern as directed by Architects/ engineer in charge. (if required any where suggested by

Architect Wall painting (three coats) with plastic emulsion paint)

Providing and fixing M.S. Grills of required pattern with M.S. flats at required spacings and

One Hundred Sixty Four Rupees And

37 frame alround, square or round bars with round headed bolts and nuts or by screws. (B) 460.00 Kg 164.70

Ornamental Grill

Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs,

Thirty Four Thousand Eight Hundred

sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of

38 4.00 Hectare 34889.38 Eighty Nine Rupees And Thirty Eight

unserviceable materials

(D) By mechanical means in area of thorny jungle

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

One Hundred Twenty Five Rupees

39 useful materials and disposing off the excavated stuff upto 50 Meter lead. 18835.00 CuMt 125.86

And Eighty Six Paise

(A) Loose or soft soil

Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. Thickness Three Hundred Four Rupees And

including watering ramming and consolidating etc. comp. Sixty Paise

Rolling of Earth work in layers with power roller including filling in depressions which occur Thirteen Rupees And Forty Three

during the process. Paise

42 Watering of Earth work as directed. 14126.25 Cum 9.76 Nine Rupees And Seventy Six Paise

Pathway With Curbing

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

Two Hundred Forty Rupees And

43 useful materials and disposing off the excavated stuff upto 50 Meter lead. 863.00 CuMt 240.53

Fifty Three Paise

(A) Loose or soft soil

Providing and laying Cement Concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken

stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in Three Thousand One Hundred Six

(A) Foundation and Plinth Rupees And Sixty Seven Paise

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 Confirming to IS 15658 : 2006 including 35 mm Seven Hundred Seven Rupees And

Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines Fifty Five Paise

of IRC : SP 63-2018 etc. Complete.

shade and pattern as Approved & directed by Architect/enginner in charge.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M200 grade concret as per approved design and Four Hundred Twelve Rupees And

including excavation for fixing in proper line and level,filling the joint with C:M 1:3 Fourteen Paise

(1cement:3fine sand) etc complete.

Stone Dry Pitching

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

One Hundred Twenty Five Rupees

47 useful materials and disposing off the excavated stuff upto 50 Meter lead. 2785.00 CuMt 125.86

And Eighty Six Paise

(A) Loose or soft soil

Providing and laying Cement Concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken

stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in Three Thousand One Hundred Six

(A) Foundation and Plinth Rupees And Sixty Seven Paise

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone Three Thousand Eight Hundred

49 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 400.00 CuMt 3824.11 Twenty Four Rupees And Eleven

Foundation and Plinth Paise

DRY STONE PITCHING Uncoarsed Rubble With hard stone of approved quality including

preparing the surface levelling and cement pointing in cement mortar 1:3 to

One Thousand Eighteen Rupees And

50 pitching/masonary work including raking out joints, scaffolding & curing etc.complete 18871.00 SqMt 1018.66

Sixty Six Paise

(MINIMUM STONE SIZE 150mm X 150mm /230mm X 250mm/300mm X 380mm/380mm

STONE MASONARY: Uncoursed rubble masonry with hard stone of approved quality in

Cement mortar 1: 6 (1cement : 6 course sand) including levelling up etc. complete. Two Thousand Five Hundred Ninety

foundations and plinth Two Rupees And Eighty Five Paise

STONE MASONARY: Uncoursed rubble masonry with hard stone of approved quality in

Cement mortar 1: 6 (1cement : 6 course sand) including levelling up etc. complete. Two Thousand Nine Hundred Seventy

super structure above plinth level Six Rupees And Twenty Two Paise

upto floor two level

Providing and laying controlled cement concrete M.250 and curing complete excluding the

Four Thousand Four Hundred Eleven

53 cost of formwork and reinforcement for reinforced concrete work in 76.00 CuMt 4411.52

Rupees And Fifty Two Paise

(A) Foundations, footings, Base of columns and Mass concrete.

Providing and laying controlled cement concrete M.250 and curing complete excluding the Four Thousand Seven Hundred

54 cost of formwork and reinforcement for reinforced concrete work in 137.00 CuMt 4721.72 Twenty One Rupees And Seventy

(B) Walls, (RETAINING WALLS) from top of foundation level upto floor two level Two Paise

Providing FE-500/500D TMT Steel (Code 1786-2008) reinforcement for RCC work including

cutting bending, binding and placing in position using and applying anticarrasive treatment

with polymer base materials to the steel rainfarcement including descaling the dust and Eighty One Rupees And Forty Five

applying the preventive Paise

coating of approved make (for the R.C.C. structures near coastal area only) etc complete.for

Providing Formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering below Three Hundred Twenty Three Rupees

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced And Twenty Two Paise

concrete and plain concrete work

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

One Hundred Twenty Five Rupees

57 useful materials and disposing off the excavated stuff upto 50 Meter lead. 55.00 CuMt 125.86

And Eighty Six Paise

(A) Loose or soft soil

Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, Thirty Four Thousand Eight Hundred

58 sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of 4.00 Hectare 34889.38 Eighty Nine Rupees And Thirty Eight

unserviceable materials (D) By mechanical means in area of thorny jungle Paise

Providing,supplying ,laying and planting different kinds of plants/shrubs/ground cover ( 7nos

per sq.mt)and lawn in suggested area including with necessary excavation minimum depth

0.30 mt as directed by Architect, filled with good quality garden soil required for Eight Hundred Sixty Six Rupees And

plants,curing,required FYM farm yard manure, for flower bed etc.complete at all level,heights Fifty Eight Paise

as per design and directed by ARCHITECT(Notes. please minimumm height of all plants not

less then 0.45 to 0.60 mt )

Providing,supplying ,laying and planting different kinds of Trees/Palm tree ( minimum

height 12' feet ) in suggested area including with necessary excavation minimum (size1.00mt

One Thousand Forty Seven Rupees

60 X 1.00 mt X 1.00 mt) as directed by Architect, garden soil required for plants,curing,required 900.00 no 1047.37

And Thirty Seven Paise

FYM farm yard manure, for flower bed etc.complete at all level,heights as per design and

directed by ARCHITECT

Providing and Fixing in position FINE DRESSED Rajula stone 150/100mm thick for sitting

bench WITH CEMENT MORTAR (1:4) and 0.30 X 0.75 X 0.30 C.C for vertical support with Three Thousand Six Hundred Eighty

excavation and both vertical and horizental stone anchoring with 12mm M.S. bar as per Six Rupees And Fifty Paise

drawing & as directed by Architect/Engineer

Lake Side Railing

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

One Hundred Twenty Five Rupees

62 useful materials and disposing off the excavated stuff upto 50 Meter lead. 20.00 CuMt 125.86

And Eighty Six Paise

(A) Loose or soft soil

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone Three Thousand Eight Hundred

63 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 20.00 CuMt 3824.11 Twenty Four Rupees And Eleven

Foundation and Plinth Paise

Providing and fixing post and pipe railing as per detailed drawing including 3 coats of

One Thousand Two Hundred

64 painting to steel works 840.00 RMt 1214.45

Fourteen Rupees And Forty Five Paise

Providing Supplying and Fixing Parallel Bar for open GYM etc. Complete as design by Eighteen Thousand Twenty Eight

Architect and directed by EIC Rupees And Fifty Paise

Providing Supplying and Fixing Horizental Bar (IRON) TOPSUN BRAND for open GYM etc.

Eighteen Thousand Eight Hundred

66 Complete as design by Architect and directed by EIC 2.00 Nos. 18836.50

Thirty Six Rupees And Fifty Paise

Providing Supplying and Fixing Cycle(spin fitness bike) WITH 6 KG

Eighteen Thousand Six Hundred

67 FLYWJEEL/ADJUSTABLE, LLESB99 for open GYM etc. Complete as design by Architect 2.00 Nos. 18694.09

Ninety Four Rupees And Nine Paise

and directed by EIC

Providing Supplying and Fixing Loop Rung climber for open GYM etc. Complete as design by

Forty Thousand Three Hundred Fifty

68 Architect and directed by EIC 2.00 Nos. 40354.55

Four Rupees And Fifty Five Paise

Providing Supplying and Fixing Rainbow climber for open GYM etc. Complete as design by Sixteen Thousand Eight Rupees And

Architect and directed by EIC Fifty Paise

Providing Supplying and Fixing Sit up board for open GYM etc. Complete as design by

Seventeen Thousand Eight Hundred

70 Architect and directed by EIC 2.00 Nos. 17826.50

Twenty Six Rupees And Fifty Paise

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone Three Thousand Eight Hundred

71 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 12.00 CuMt 3824.11 Twenty Four Rupees And Eleven

Foundation and Plinth Paise

Brick work using common burnt clay building bricks having crushing strength not less than

Four Thousand Five Hundred Sixty

72 kg./Sq.Cm. in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (A) Modular 21.00 CuMt 4567.04

Seven Rupees And Four Paise

Foundation and plinth

Brick Mesonary - Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (A)

Four Thousand Eight Hundred Forty

73 Modular 57.00 CuMt 4842.93

Two Rupees And Ninety Three Paise

Superstructure above plinth level

upto floor two level

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above

Three Hundred Fifty Rupees And

74 ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm 105.00 SqMt 350.58

Fifty Eight Paise

thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

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-Cement : 3 coarse sand) and jointed with gray One Thousand One Hundred Thirty

cement slury mixed with pigment to match the shade of slab including rubbing and polishing Five Rupees And Forty Nine Paise

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)

One Thousand One Hundred Sixteen

76 laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab 59.00 SqMt 1116.68

Rupees And Sixty Eight Paise

including rubbing and polishing etc. complete.

Finishing wall with weather proof acrylic exterior emulsion paint on wall surface (two coats) to

give an required shape even shade after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered One Hundred Twenty Two Rupees

materials.etc complete The material shall be as described in list of approved material, shade And Fourteen Paise

and pattern as directed by Architects/ engineer in charge. (if required any where suggested by

Architect Wall painting (three coats) with plastic emulsion paint)

Providing and laying controlled cement concrete M-250 for R.C.C. bored piles including Four Thousand Eight Hundred Two

ramming, vibrating, curing and finishing complete. Rupees And Sixty Five Paise

Boring Holes Piles 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil

and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following One Thousand Five Hundred Sixty

diameter of pipes. One Rupees And Nineteen Paise

Providing and laying controlled cement concrete M.250 and curing complete excluding the

Four Thousand Eight Hundred

80 cost of formwork and reinforcement for reinforced concrete work in 3.00 CuMt 4800.50

Rupees And Fifty Paise

(D) Columns, Pillars posts and struts, upto floor two level.

Providing and laying controlled cement concrete M.250 and curing complete excluding the

cost of formwork and reinforcement for reinforced concrete work in (C) Slabs, landing, Four Thousand Six Hundred Ninety

shelves, Balconies, Lintels, Beams, Girders and Cantilever, upto floor two level. Five Rupees And Eleven Paise

Providing FE-500/500D TMT Steel (Code 1786-2008) reinforcement for RCC work including

cutting bending, binding and placing in position using and applying anticarrasive treatment

with polymer base materials to the steel rainfarcement including descaling the dust and Eighty One Rupees And Forty Five

applying the preventive Paise

coating of approved make (for the R.C.C. structures near coastal area only) etc complete.for

Providing Formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering below Three Hundred Twenty Three Rupees

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced And Twenty Two Paise

concrete and plain concrete work

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

position and applying a priming coat of red lead paint. (D) In trussses and trussed purlins, upto Ten Thousand Four Hundred One

25 M. span and 15 M. ovarall Rupees And Five Paise

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L Hooks,

Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I.

Seven Hundred Thirty Four Rupees

82 limpet washer. filled with white lead complete excluding the cost of purlins, Rafters and 124.00 SqMt 734.19

And Nineteen Paise

Trusses.(1) 0.80 mm

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

One Hundred Twenty Five Rupees

86 useful materials and disposing off the excavated stuff upto 50 Meter lead. 1143.00 CuMt 125.86

And Eighty Six Paise

(A) Loose or soft soil

Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. Thickness Three Hundred Four Rupees And

including watering ramming and consolidating etc. comp. Sixty Paise

Providing and laying Cement Concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken

stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in Three Thousand One Hundred Six

(A) Foundation and Plinth Rupees And Sixty Seven Paise

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-Cement : 3 coarse sand) and jointed with gray One Thousand One Hundred Thirty

cement slury mixed with pigment to match the shade of slab including rubbing and polishing Five Rupees And Forty Nine Paise

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)

One Thousand One Hundred Sixteen

90 laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab 121.00 SqMt 1116.68

Rupees And Sixty Eight Paise

including rubbing and polishing etc. complete.

Providing and laying controlled cement concrete M.250 and curing complete excluding the

cost of formwork and reinforcement for reinforced concrete work in Four Thousand Four Hundred Eleven

(A) Foundations, footings, Base of columns and Mass Rupees And Fifty Two Paise

Providing and laying controlled cement concrete M.250 and curing complete excluding the Four Thousand Seven Hundred

92 cost of formwork and reinforcement for reinforced concrete work in 166.00 CuMt 4721.72 Twenty One Rupees And Seventy

(B) Walls, (RETAINING WALLS) from top of foundation level upto floor two level Two Paise

Providing FE-500/500D TMT Steel (Code 1786-2008) reinforcement for RCC work including

cutting bending, binding and placing in position using and applying anticarrasive treatment

with polymer base materials to the steel rainfarcement including descaling the dust and Eighty One Rupees And Forty Five

applying the preventive Paise

coating of approved make (for the R.C.C. structures near coastal area only) etc complete.for

Providing Formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering below Three Hundred Twenty Three Rupees

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced And Twenty Two Paise

concrete and plain concrete work

Temple Develoment

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above

Three Hundred Fifty Rupees And

95 ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm 244.00 SqMt 350.58

Fifty Eight Paise

thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

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)

One Thousand One Hundred Sixteen

96 laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab 131.00 SqMt 1116.68

Rupees And Sixty Eight Paise

including rubbing and polishing etc. complete.

Finishing wall with weather proof acrylic exterior emulsion paint on wall surface (two coats) to

give an required shape even shade after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered One Hundred Twenty Two Rupees

materials.etc complete The material shall be as described in list of approved material, shade And Fourteen Paise

and pattern as directed by Architects/ engineer in charge. (if required any where suggested by

Architect Wall painting (three coats) with plastic emulsion paint)

Providing and laying controlled cement concrete M-250 for R.C.C. bored piles including Four Thousand Eight Hundred Two

ramming, vibrating, curing and finishing complete. Rupees And Sixty Five Paise

Boring Holes Piles 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil

and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following One Thousand Five Hundred Sixty

diameter of pipes. One Rupees And Thirty Nine Paise

Providing and laying controlled cement concrete M.250 and curing complete excluding the

Four Thousand Eight Hundred

100 cost of formwork and reinforcement for reinforced concrete work in 7.00 CuMt 4800.50

Rupees And Fifty Paise

(D) Columns, Pillars posts and struts, upto floor two level.

Providing and laying controlled cement concrete M.250 and curing complete excluding the

cost of formwork and reinforcement for reinforced concrete work in (C) Slabs, landing, Four Thousand Six Hundred Ninety

shelves, Balconies, Lintels, Beams, Girders and Cantilever, upto floor two level. Five Rupees And Eleven Paise

Providing and laying controlled cement concrete M.250 and curing complete excluding the Four Thousand Seven Hundred

102 cost of formwork and reinforcement for reinforced concrete work in 7.00 CuMt 4721.72 Twenty One Rupees And Seventy

(B) Walls, (RETAINING WALLS) from top of foundation level upto floor two level Two Paise

Providing FE-500/500D TMT Steel (Code 1786-2008) reinforcement for RCC work including

cutting bending, binding and placing in position using and applying anticarrasive treatment

with polymer base materials to the steel rainfarcement including descaling the dust and Eighty One Rupees And Forty Five

applying the preventive Paise

coating of approved make (for the R.C.C. structures near coastal area only) etc complete.for

Providing Formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering below Three Hundred Twenty Three Rupees

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced And Twenty Two Paise

concrete and plain concrete work

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

One Hundred Sixty Rupees And

105 useful materials and disposing off the excavated stuff upto 50 Meter lead. 7.00 CuMt 160.90

(B) Dense or Hard soil

Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. Thickness Three Hundred Four Rupees And

including watering ramming and consolidating etc. comp. Sixty Paise

Providing and laying Cement Concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken

stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in Three Thousand One Hundred Six

(A) Foundation and Plinth Rupees And Sixty Seven Paise

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone Three Thousand Eight Hundred

108 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 5.00 CuMt 3824.11 Twenty Four Rupees And Eleven

Foundation and Plinth Paise

Boring Holes Piles 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil

One Thousand Five Hundred Sixty

109 and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following 36.00 CuMt 1561.19

One Rupees And Nineteen Paise

diameter of pipes. (iii) 300 mm

Providing and laying controlled cement concrete M-250 for R.C.C. bored piles including Four Thousand Eight Hundred Two

ramming, vibrating, curing and finishing complete. Rupees And Sixty Five Paise

Providing and laying controlled cement concrete M.250 and curing complete excluding the

Four Thousand Eight Hundred

111 cost of formwork and reinforcement for reinforced concrete work in 4.00 CuMt 4800.50

Rupees And Fifty Paise

(D) Columns, Pillars posts and struts, upto floor two level.

Providing and laying controlled cement concrete M.250 and curing complete excluding the

cost of formwork and reinforcement for reinforced concrete work in (C) Slabs, landing, Four Thousand Six Hundred Ninety

shelves, Balconies, Lintels, Beams, Girders and Cantilever, upto floor two level. Five Rupees And Eleven Paise

Brick Mesonary - Brick work using common burnt clay building bricks having crushing

Four Thousand Eight Hundred Forty

113 strength not less than 35 kg./Sq.Cm. in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (A) 37.00 CuMt 4842.93

Two Rupees And Ninety Three Paise

Modular Superstructure above plinth level upto floor two level

Half brick masonry in common brunt clay building strength not less than 35 Kg./Sqcm. In

cement mortar 1:3 (1cement : 3 coarse sand) with 2 Nos. of 6 mm. Diameter mild steel round Six Hundred Thirty One Rupees And

bars after every three coarse embedded in cement mortar in foundation and plinth FOR GF Forty Paise

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above

Three Hundred Fifty Rupees And

115 ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm 140.00 SqMt 350.58

Fifty Eight Paise

thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Providing 15mm thick cement plaster in single coat For Plastering on ceilings and sofits of

Two Hundred Twenty Six Rupees

116 stairs upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3- 66.00 SqMt 226.76

And Seventy Six Paise

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)

One Thousand One Hundred Sixteen

117 laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab 11.00 SqMt 1116.68

Rupees And Sixty Eight Paise

including rubbing and polishing etc. complete. (B) 30mm thick

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-Cement : 3 coarse sand) and jointed with gray One Thousand One Hundred Thirty

cement slury mixed with pigment to match the shade of slab including rubbing and polishing Five Rupees And Forty Nine Paise

Finishing wall with weather proof acrylic exterior emulsion paint on wall surface (two coats) to

give an required shape even shade after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered One Hundred Twenty Two Rupees

materials.etc complete The material shall be as described in list of approved material, shade And Fourteen Paise

and pattern as directed by Architects/ engineer in charge. (if required any where suggested by

Architect Wall painting (three coats) with plastic emulsion paint)

Wall painting ( three coats) with plastic emulsion paint of approved brand and manufacture on

undecorated ceiling and soffit surface to give an even shade including throughly brushing the

One Hundred Twenty Eight Rupees

120 surface free from mortar droppings and other foreign matter and sand papered smooth. on Wall 66.00 SqMt 128.39

And Thirty Nine Paise

ceiling and soffits Shade and pattern as directed by Architect/enginner in charge.

Providing FE-500/500D TMT Steel (Code 1786-2008) reinforcement for RCC work including

cutting bending, binding and placing in position using and applying anticarrasive treatment

with polymer base materials to the steel rainfarcement including descaling the dust and Eighty One Rupees And Forty Five

applying the preventive Paise

coating of approved make (for the R.C.C. structures near coastal area only) etc complete.for

Providing Formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering below Three Hundred Twenty Three Rupees

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced And Twenty Two Paise

concrete and plain concrete work

Providing and fixing Rolling Shutters of approved make made of 80 mm wide M.S. laths inter-

locked together through their entire length and jointed together at the ends by end locks

mounted on specially designed pipe shaft with bracket plates, guide channels and arragements Three Thousand Five Hundred Fifty

for inside and outside locking with push-pull operation including the cost of hood cover and Four Rupees And Forty One Paise

spring etc. complete.(A) Shutters having width below 3.5 M.

Providing erecting and fixing double coated Syntex P V C (ISI) water tank of required

124 4000.00 Liter 3.95 Three Rupees And Ninety Five Paise

capacity each with all fittings & connection etc.complete on terrace.

Providing and laying Water Proofing Treatment with 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 mortar creme out upto Seven Hundred Seventy Nine Rupees

surface using white cement including rounding off junctions and extending them upto 15 cm And Seventy Paise

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

shade and pattern as directed by Architect and EIC.

Providing and laying cushioning layer on R.C.C Slab, concrete using brick aggregate of 20mm Two Hundred Fifty Four Rupees And

nominal size mortar compresing of (1-Lime 2-Fine sand) Eighty One Paise

Providing and fixing M.S. Grills of required pattern with M.S. flats at required spacings and

frame alround, square or round bars with round headed bolts and nuts or by screws. One Hundred Sixty Four Rupees And

(B) ORNAMENTAL GRILL Seventy Paise

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows

including Indian teak wood frames 12 cm x 7 cm. size including anodized alluminium fixtures

Five Thousand Five Hundred Thirty

128 and fastenings including primer coat of approved quality and two coats of oil painting etc, 10.00 SqMt 5533.68

Three Rupees And Sixty Eight Paise

(ii) Fully Panelled.

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar

1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by adhesive

material including dismentaling of existing flooring and jointed with color cement slurry One Thousand Four Hundred Seventy

including finised with flush pointing & cleaning the surface etc. complete for antiskit Two Rupees And Ninety Two Paise

shade and pattern as approved by Architect/Engineer in charge.

Providing and laying white glazed tiles 6mm thick in flooring treads of steps and landing laid

on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush Eight Hundred Eighty Nine Rupees

pointing in white cement. FOR all floor on walls And Twenty Four Paise

shade and pattern as approved (matched to flooring) by Architect/Engineer in charge.

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 One Hundred Forty Eight Rupees And

clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. Twelve Paise

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 Ninety One Rupees And Eighty Four

clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. Paise

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 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 Seventy Two Rupees And Sixty Five

clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. Paise

including testing of pipe and joints and fixing the same with adhesive solvent, including cost

of all materials.

Providing and fixing screw down bib taps of following size :(B) Brass chromium plated screw

One Hundred Eighty Six Rupees And

134 down bib tap 17.00 No 186.83

Eighty Three Paise

Providing and fixing chromium plated brass screw down stopcock of approved quality Two Hundred Five Rupees And

including fixing in pipe line etc. complete .(A) 15 mm. Dia Eighty Three Paise

Providing and fixing gun metal check or non return full way wheel valve (C) 25 mm. Dia Four Hundred Twenty Rupees And

Sixty Four Paise

Providing and fixing gun metal check or non return full way wheel valve (E) 40 mm. Dia Six Hundred Sixty Three Rupees And

Forty Three Paise

Providing and fixing 600mmX450mm Beveled edge glass mirror of superior glass mounted on

Two Hundred Thirty Three Rupees

138 6mm the A.C. sheet or plywood sheet & fixed to wooden plugs with C.P.brass screws and 4.00 No 233.68

And Sixty Eight Paise

Providing and fixing chromium plated bottle trap with necessary couplings of approved quality Two Hundred Ninety Five Rupees

for wash basin And Eighty Paise

Providing and fixing piller tap, capstan head , screw down high pressure with serews, shanks Three Hundred Eight Rupees And

and bank nuts.(i) 15mm Seventy Three Paise

Providing and fixing urinal approved quality connecting the urinal with waste pipe, trap etc.

One Thousand Seventy Four Rupees

141 complete.(A) White earthen ware flat back or corner type size430mm x 260mm x 350 mm 6.00 No 1074.87

And Eighty Seven Paise

Providing and fixing chromium plated brass half turn flush cock of approved quality including Two Hundred Sixty Three Rupees

fixing in pipe line etc. complete.(ii) 25mm Dia And Seventy Eight Paise

Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm

(Earthwork, bed concrete, foot reste and trap to be measured and paid for separately) One Thousand Seven Rupees And

(A) Vitreous China.(I) Long pattern = White Twenty Four Paise

Providing and fixing 100mm size P or S trap for water closet squatting pan including jointing

the trap with the pan and soil pipe in cement Mortar 1:1 (1-Cement : 1-Fine sand) Three Hundred Forty Rupees And

(A) Vitreous China. Thirty One Paise

Providing and fixing in Cement Mortar 1:3 (1-Cement : 3-coarse sand) a pair of white vitreous

One Hundred Twenty Rupees And

145 China 250mm x 130mm x 30mm footrest to long pattern squatting pan water closet. 2.00 No 120.04

Providing and fixing wash basin with single hole for pillar tap with C.I. Or M.S. brackets

painted white including cutting holes and making good the same but excluding fittings :(A) One Thousand Five Hundred Twenty

Vitreous china(ii) Flat back wash basin 500mm x 400mm size(I) in white colour Rupees And Twenty Five Paise

Providing and fixing cast iron (spun) nahni trap of the following nominal diameter of self

Six Hundred Fifty One Rupees And

147 cleaning deign with C I screwed down of hinged grating including cost of cutting and making 6.00 No 651.55

Fifty Five Paise

good the walls and floors 100 mm inlet and 50 mm out let etc complete

Providing and fixing S.W. Gully trap with C I grating brick masonry chamber and water tight

One Thousand Two Hundred Forty

148 C I cover with frame of 300 x 300 mm size (inside) with standard weight (i)squre mouth traps 6.00 No 1246.92

Six Rupees And Ninety Two Paise

(B) 150 mm x 100 mm size P or R type

Providing laying and joining in true line and level 110 mm diameter U.P.V.C. SWR Type B

pipe confirming to IS 13592-1992 with one and plain and other end socketed with rubber ring

and fitting confirming to IS 14735-1999 of approved make for drainage system pipe line, pipe

shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC

Eight Hundred Ninety Seven Rupees

149 clamps of the size 110mm diameter x 149 mm length x 145 mm high at every 2000 mm center 60.00 Rmt 897.79

And Seventy Nine Paise

to center or shall be eoncealed in walls as directed including necessary fittings such as bends,

shoes etc, including testing of pipes and joints and jointed with adhesive solvent cement

including cost of all materials

Providing and Fixing in position PVC SWR cowl vent to pipes 110 mm Nineteen Rupees And Sixty Nine

Constructing brick masonary chamber for under ground C.I. Inspection chamber and bends

with bricks having crushing strength not less than 35 Kg/cm2 in cm. 1:5 C.I. Cover with frame

(light duty) 455 mm. X 610 mm. Internal dimensions, total weight of cover with frame to be

not less than 38 Kgs. weight of cover 23 Kg. and wt. of frame 15 Kg) R.C.C. top slab with

Three Thousand Six Hundred Sixty

151 1:2:4 mix(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm. size ) foundation 10.00 No 3660.76

Rupees And Seventy Six Paise

concrete 1:5:10 inside plaster 15 mm. thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls & abed concrete etc. complete.(ii) Inside dimensions,

500 mm. X 700 mm. And 450 mm. Deep for pipe line with one or two inlets.

Providing soak-pit of 5.0 Cu.m volume including excavation and filling brick-bats with dry

Three Thousand Four Hundred Eighty

152 masonary work at top for 45cm height including providing vatas in c:m. 1:3 with finishing, 1.00 No 3486.89

Six Rupees And Eighty Nine Paise

curing etc, complete as directed.

Providing Septic Tank of 2 Compartment of Net Size 3 Mt x 3 Mt x 3 Mt (Excavation 3.6 L x

3.6 W x 3.3 D) given size including excavation, Bed Concrete in 1:2:4 (3.6 L x 3.6 W x

Thick), RCC Slab of M 25 (3.0 L x 3.0 W x 0.15 Thick), Steel 10 mm @ 125 mm C/C Forty Nine Thousand Seven Hundred

Bothway, Brick masonary work in CM 1:6 - 23 cm thick wall, inside Single Coat plaster in Ninety Three Rupees

CM 1:3 finished with floting coat of cement C.I.steps, completes as per design and directed by

Handicap toilet Including accesorries, providing and fixing. straight grab bar 600 mm long, u Sixteen Thousand Six Hundred Nine

shape grab bar 600 mm long, mirror 600 x 450 mm size, Screws and Plugs Rupees And Forty Five Paise

12 Point for LED Bulb Including Concealed Wering of 1.5 mm Copper Fireproof Wire with Sixteen Thousand Five Hundred Forty

earting wire, 6 Amp Switches, Bulb Holder, 2 MCB, Earthing Pit of Size 0.9 x 0.9 x 1.2 Mt, Four Rupees

Copper Plate of 0.30 x 0.30 Mt x 8 mm thickness, PVC Switch Board & Box

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

One Hundred Twenty Five Rupees

156 useful materials and disposing off the excavated stuff upto 50 Meter lead. 128.00 CuMt 125.86

And Eighty Six Paise

(A) Loose or soft soil

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone Three Thousand Eight Hundred

157 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 4.00 CuMt 3824.21 Twenty Four Rupees And Twenty

Foundation and Plinth One Paise

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above

Three Hundred Fifty Rupees And

158 ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm 104.00 SqMt 350.58

Fifty Eight Paise

thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Finishing wall with weather proof acrylic exterior emulsion paint on wall surface (two coats) to

give an required shape even shade after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered One Hundred Twenty Two Rupees

materials.etc complete The material shall be as described in list of approved material, shade And Fourteen Paise

and pattern as directed by Architects/ engineer in charge. (if required any where suggested by

Architect Wall painting (three coats) with plastic emulsion paint)

Providing and laying controlled cement concrete M-250 for R.C.C. bored piles including Four Thousand Eight Hundred Two

ramming, vibrating, curing and finishing complete. Rupees And Sixty Five Paise

Boring Holes Piles 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil

and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following One Thousand Five Hundred Sixty

diameter of pipes. One Rupees And Nineteen Paise

Providing and laying controlled cement concrete M.250 and curing complete excluding the

Four Thousand Eight Hundred

162 cost of formwork and reinforcement for reinforced concrete work in 4.00 CuMt 4800.50

Rupees And Fifty Paise

(D) Columns, Pillars posts and struts, upto floor two level.

Providing and laying controlled cement concrete M.250 and curing complete excluding the

cost of formwork and reinforcement for reinforced concrete work in (C) Slabs, landing, Four Thousand Six Hundred Ninety

shelves, Balconies, Lintels, Beams, Girders and Cantilever, upto floor two level. Five Rupees And Eleven Paise

Providing FE-500/500D TMT Steel (Code 1786-2008) reinforcement for RCC work including

cutting bending, binding and placing in position using and applying anticarrasive treatment

with polymer base materials to the steel rainfarcement including descaling the dust and Eighty One Rupees And Forty Five

applying the preventive Paise

coating of approved make (for the R.C.C. structures near coastal area only) etc complete.for

Providing Formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering below Three Hundred Twenty Three Rupees

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced And Twenty Two Paise

concrete and plain concrete work

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

position and applying a priming coat of red lead paint. (D) In trussses and trussed purlins, upto Ten Thousand Four Hundred One

25 M. span and 15 M. ovarall Rupees And Five Paise

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L Hooks,

Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I.

Seven Hundred Thirty Four Rupees

167 limpet washer. filled with white lead complete excluding the cost of purlins, Rafters and 32.00 SqMt 734.19

And Nineteen Paise

Trusses.(1) 0.80 mm

Providing erecting and fixing double coated Syntex P V C (ISI) water tank of required

168 10000.00 Liter 3.95 Three Rupees And Ninety Five Paise

capacity each with all fittings & connection etc.complete on terrace.

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 One Hundred Forty Eight Rupees And

clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. Twelve Paise

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 Ninety One Rupees And Eighty Four

clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. Paise

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 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 Seventy Two Rupees And Sixty Five

clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. Paise

including testing of pipe and joints and fixing the same with adhesive solvent, including cost

of all materials.

Providing and fixing gun metal check or non return full way wheel valve (C) 25 mm. Dia Four Hundred Twenty Rupees And

Sixty Four Paise

Providing and fixing gun metal check or non return full way wheel valve (E) 40 mm. Dia Six Hundred Sixty Three Rupees And

Forty Three Paise

Playing Equipment

Providing Supplying and Fixing 4 in 1 Swing (Rubber Belt Seat)Code-RSW-04 etc.

Forty Four Thousand Three Hundred

174 Complete as design by Architect and directed by EIC 2 Nos. 44343.04

Forty Three Rupees And Four Paise

Providing Supplying and Fixing Plain Slide (GI Sheet) 2.10 M HT.Code-RSL-02 etc. Thirty Four Thousand Seven Hundred

175 Complete as design by Architect and directed by EIC 1 Nos. 34718.75 Eighteen Rupees And Seventy Five

Providing Supplying and Fixing Spiral Slide (FRP) 1.50 M HT.Code-RSL-05 etc. Sixty Seven Thousand Five Hundred

176 Complete as design by Architect and directed by EIC 1 Nos. 67594.25 Ninety Four Rupees And Twenty Five

Providing Supplying and Fixing Single Sesaw.Code-RSS-01 etc. Complete as design Eleven Thousand Nine Hundred

177 by Architect and directed by EIC 2 Nos. 11985.67 Eighty Five Rupees And Sixty Seven

Providing Supplying and Fixing S' Bridge Ladder.Code-RCL-02 etc. Complete as Thirty Two Thousand Eight Hundred

178 design by Architect and directed by EIC 1 Nos. 32894.69 Ninety Four Rupees And Sixty Nine

Providing Supplying and Fixing Revolving Platform 1.50 M Dia.Code-RMG-01 etc. Forty One Thousand Two Hundred

179 Complete as design by Architect and directed by EIC 1 Nos. 41236.28 Thirty Six Rupees And Twenty Eight

Brick Mesonary - Brick work using common burnt clay building bricks having crushing

Four Thousand Eight Hundred Forty

180 strength not less than 35 kg./Sq.Cm. in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (A) 181.00 CuMt 4842.93

Two Rupees And Ninety Three Paise

Modular Superstructure above plinth level upto floor two level

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above

Three Hundred Fifty Rupees And

181 ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm 1431.00 SqMt 350.58

Fifty Eight Paise

thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Finishing wall with weather proof acrylic exterior emulsion paint on wall surface (two coats) to

give an required shape even shade after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered One Hundred Twenty Two Rupees

materials.etc complete The material shall be as described in list of approved material, shade And Fourteen Paise

and pattern as directed by Architects/ engineer in charge. (if required any where suggested by

Architect Wall painting (three coats) with plastic emulsion paint)

Providing and laying controlled cement concrete M-250 for R.C.C. bored piles including Four Thousand Eight Hundred Two

ramming, vibrating, curing and finishing complete. Rupees And Sixty Five Paise

Boring Holes Piles 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil

One Thousand Five Hundred Sixty

184 and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following 140.00 Nos 1561.19

One Rupees And Nineteen Paise

diameter of pipes. (iii) 300 mm

Providing and laying controlled cement concrete M.250 and curing complete excluding the

Four Thousand Eight Hundred

185 cost of formwork and reinforcement for reinforced concrete work in 35.00 CuMt 4800.50

Rupees And Fifty Paise

(D) Columns, Pillars posts and struts, upto floor two level.

Providing and laying controlled cement concrete M.250 and curing complete excluding the

cost of formwork and reinforcement for reinforced concrete work in (C) Slabs, landing, Four Thousand Six Hundred Ninety

shelves, Balconies, Lintels, Beams, Girders and Cantilever, upto floor two level. Five Rupees And Eleven Paise

Providing FE-500/500D TMT Steel (Code 1786-2008) reinforcement for RCC work including

cutting bending, binding and placing in position using and applying anticarrasive treatment

with polymer base materials to the steel rainfarcement including descaling the dust and Eighty One Rupees And Forty Five

applying the preventive Paise

coating of approved make (for the R.C.C. structures near coastal area only) etc complete.for

Providing Formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering below Three Hundred Twenty Three Rupees

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced And Twenty Two Paise

concrete and plain concrete work

Total Tender Cost In (Rs)

Contractor's Signature With Stamp Executive Engineer