CONSTRUCTION OF NEW VETERINARY HOSPITAL BUILDING AT KHAD KHAMBHALIA. OF LALPUR TALUKA DIST: JAMNAGAR PACKAGE NO. JAM/VH/2020-21/P-01.

Name of Work : Construction of New Veterinary Hospital Building at Khad Khambhalia. Of Lalpur Taluka Dist: Jamnagar. Package No. JAM/VH/2020-

Quantity Unit Items of work. Estimated Rates Per Total amount

Quantity Unit Items of work. Estimated Rates Per Total amount

estimated but according to

may be Rs. In figure Rs. In words estimated

1 2 3 4 5 6 quantity.

240.00 Cum. 1 Dismentaling the existing structure including removing and 389.74 Three Hundred Eighty Cum.

stacking the dismentelled materials as and where directed. Nine Rupees and Seventy

(B) Rubble Masonry Four Paise

131.00 Sqm 2 Dismentaling of sheet roofing including ridges, Hips, 52.03 Fifty Two Rupees and Sqm

Valleys, Gutters etc. stacking of serviceable materilas and Three Paise

disposal of unserviceable materials with all lead and lift.(ii)

A.C. sheet roofing

131.00 Sqm 3 Dismentaling tiled of stone floors laid in mortar including 46.77 Forty Six Rupees and Sqm

stacking of serviceable materilas and disposal of Seventy Seven Paise

unserviceable materials with all lead and lift.

12.00 No. 4 Dismentling doors, windows, ventilators etc. (wood or steel) 182.94 One Hundred Eighty Two No.

shutters including chowkhats architraves, holdfasts and Rupees and Ninety Four

other attachment etc. complete and stacking them within all Paise

lead and lift.(i) Not exceeding 3 Sq.M. in area.

57.00 Cum. 5 Excavation for foundation in Dense or hard soil for all depth 149.83 One Hundred Forty Nine Cum.

incl. sorting out and stacking of useful materials and Rupees and Eighty Three

disposing of the excavated stuff up to all lead and lift. Paise

79.00 Cum. 6 Excavation for foundation in Hard Murrum for all depth incl. 254.36 Two Hundred Fifty Four Cum.

sorting out and stacking of useful materials and disposing of Rupees and Thirty Six

the excavated stuff up to all lead and lift. Paise

201.70 Cum. 7 Excavation for foundation in Soft Rock not requiring blasting 268.94 Two Hundred Sixty Eight Cum.

for all depth incl. sorting out and stacking of useful materials Rupees and Ninety Four

and disposing of the excavated stuff up to all lead and lift. Paise

13.00 Cum. 8 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 4073.33 Four Thousand Seventy Cum.

Coarse sand : 4- graded stone aggregates 20 mm nominal Three Rupees and Thirty

size) and curing complete including cost of formwork in Three Paise

Foundations, footings,Base of columns and Mass concrete.

32.00 Cum. 9 Pro. & laying controlled cement concrete M-25 and curing 4340.98 Four Thousand Three Cum.

complete inclu. the cost of form work and foundation, Hundred Forty Rupees

footings, base of column and mass concrete. and Ninety Eight Paise

17.00 Cum. 10 Providing and laying Controlled cement concrete M 25 and 7148.72 Seven Thousand One Cum.

curing complete including the cost of formwork and Hundred Forty Eight

excluding cost of reinforcement for reinforced concrete Rupees and Seventy Two

work in Column FOR all floor. Paise

27.00 Cum. 11 Providing and laying Controlled cement concrete M 25 and 5640.85 Five Thousand Six Cum.

curing complete including the cost of formwork and Hundred Forty Rupees

excluding cost of reinforcement for reinforced concrete and Eighty Five Paise

work in Plinth Beam .

58.10 Cum. 12 Providing and laying Controlled cement concrete M 25 and 5680.09 Five Thousand Six Cum.

curing complete including the cost of formwork and Hundred Eighty Rupees

excluding cost of reinforcement for reinforced concrete and Nine Paise

work in Beam for all floor.

50.00 Cum. 13 Providing and laying Controlled cement concrete M 25 and 6232.21 Six Thousand Two Cum.

curing complete including the cost of formwork and Hundred Thirty Two

excluding cost of reinforcement for reinforced concrete Rupees and Twenty One

work in Slab for all Floor. Paise

2.60 Cum. 14 Providing and laying Controlled cement concrete M 25 and 6758.92 Six Thousand Seven Cum.

curing complete including the cost of formwork and Hundred Fifty Eight

excluding cost of reinforcement for reinforced concrete Rupees and Ninety Two

work in Stair Case for all floor. Paise

1.50 Cum. 15 Providing and laying Controlled cement concrete M 25 and 6221.60 Six Thousand Two Cum.

curing complete including the cost of formwork and Hundred Twenty One

excluding cost of reinforcement for reinforced concrete Rupees and Sixty Paise

work in Lintel for all Floor

0.80 Cum. 16 Providing and laying Controlled cement concrete M 25 and 6930.61 Six Thousand Nine Cum.

curing complete including the cost of formwork and Hundred Thirty Rupees

excluding cost of reinforcement for reinforced concrete and Sixty One Paise

work in Chajjas for all floor.

13.00 Cum. 17 Providing and laying Controlled cement concrete M 25 and 6012.53 Six Thousand Twelve Cum.

curing complete including the cost of formwork and Rupees and Fifty Three

excluding cost of reinforcement for reinforced concrete Paise

work in wall caps / coping for G.F.

2.00 Cum. 18 Providing and laying Controlled cement concrete M 250 and 12541.17 Twelve Thousand Five Cum.

curing complete including the cost of formwork and Hundred Forty One

excluding cost of reinforcement for reinforced concrete Rupees and Seventeen

work in vertical and horizontal Fins for GF. Paise

1.50 Cum. 19 Providing and laying controlled cement concrete M.250 and 4521.45 Four Thousand Five Cum.

curing complete excluding the cost of formwork and Hundred Twenty One

reinforcement for reinforced concrete work in GRADE Slab Rupees and Forty Five

71.00 Cum. 20 Providing and laying cement concrete 1:4:8 (1-cement : 4- 2878.30 Two Thousand Eight Cum.

Sand : 8-Crust stone aggregate 40mm nominal size) & curing Hundred Seventy Eight

complete excluding cost of formwork in foundation and Rupees and Thirty Paise

35323.00 Kg. 21 Providing TMT Bar FE 500D reinforcement for R.C.C. work 76.50 Seventy Six Rupees and Kg.

including bending, binding and placing in position complete Fifty Paise

upto all floor level.

72.00 Cum. 22 Filling available excavated earth (excluding rock) in 130.39 One Hundred Thirty Cum.

trenches. plinth, sides of foundations etc. in layers not Rupees and Thirty Nine

exceeding 20cm. in depth consolidating each Paise

disposited layer by ramming and watering.

415.00 Cum. 23 Filling in foundation and plinth with murrum or selected soil 289.06 Two Hundred Eighty Nine Cum.

in layers of 20cm. thickness including watering, ramming Rupees and Six Paise

and consolidating etc. completed.

36.00 Cum. 24 Filling in plinth with sand under floors including watering 460.18 Four Hundred Sixty Cum.

ramming, consolidating and dressing etc. Complete Rupees and Eighteen

152.00 Sqm 25 Carring out plinth treatment to post construction / existing 124.28 One Hundred Twenty Four Sqm

structure by spraying chemical solution for termite control Rupees and Twenty Eight

treatment including labour and material consistment with Paise

I.S.I specification.

127.00 Cum. 26 Brickwork using common burnt Clay building bricks having 4051.77 Four Thousand Fifty One Cum.

crushing strength not less than 35 kg./Sq.Cm. in foundation Rupees and Seventy

and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand) Seven Paise

217.00 Cum. 27 Brickwork using common burnt Clay building bricks having 4421.47 Four Thousand Four Cum.

crushing strength not less than 35 kg./Sq.Cm. in Super Hundred Twenty One

structure in Cement Mortar 1:5. (1- Cement : 5 -fine sand) Rupees and Forty Seven

with conventional brick for all floor. Paise

23.00 Sqm 28 Half brick masonry in common brunt clay building bricks 657.67 Six Hundred Fifty Seven Sqm

having crushing strength not less than 35 Kg/Sq.Cm. in Rupees and Sixty Seven

Cement mortar 1:4 ( 1- Cement : 4 -coarse sand ) in Paise

Super structure for all floor.

227.00 Sqm 29 P & L 24" x 24" Full body vitrified 8 mm thick tile flooring 1406.22 One Thousand Four Sqm

over 20 mm (average) base of cement mortar 1:6 ( 1 cement: Hundred Six Rupees and

6 coarse sand) on new surface or fixing on existing flooring Twenty Two Paise

by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including

finised with flush pointing & cleaning the surface etc.

complete for light shade .

22.00 Sqm 30 Providing and laying Full body Vitrified tiles 8 to 10 mm thick 1141.45 One Thousand One Sqm

, 24''x 24'' in skrting risers of steps and dedo on 10mm thick Hundred Forty One

cement plaster 1:3 (1-cement : 3-coarse sand) and jointed Rupees and Forty Five

with white cement slurry Paise

17.00 Sqm 31 Providing and laying Antiskid 300 x 300mm Ceramic tiles 1314.01 One Thousand Three Sqm

with matt finished 8mm thick in flooring treads of steps and Hundred Fourteen Rupees

landing laid on a bed of 12mm thick cement mortar 1:3 (1- and One Paisa

cement : 3-coarse sand ) finishing with flush pointing in

match shade cement. colours, shade and design to be

approved by EIC.

74.00 Sqm 32 Providing and laying 600 x 300mm Glazed wall tiles with 1345.32 One Thousand Three Sqm

digital prints with matt/glassy finished with 8mm thick in Hundred Forty Five

skirting and dedo on a bed of 10mm thick cement mortar 1:3 Rupees and Thirty Two

(1-cement : 3-coarse sand ) colours, shade and design to be Paise

approved by EIC.

90.00 Sqm 33 Providing and fixing 18mm thick black granite stone in 2972.43 Two Thousand Nine Sqm

Jambs & sills for window over 10mm (Average) thick base of Hundred Seventy Two

cement mortar 1:3 (1-cement : 3-coarse sand) laid over and Rupees and Forty Three

jointed with grey cement slurry including rubbing and Paise

polishing etc. complete.

6.00 Sqm 34 Providing and laying white glazed tiles 6mm thick in flooring 917.25 Nine Hundred Seventeen Sqm

treads of steps and landing laid on a bed of 12mm thick Rupees and Twenty Five

cement mortar 1:3 (1-cement: 3-coarse sand) finished with Paise

flush pointing in white cement.

1.00 Sqm 35 Providing and laying white glazed tiles 6mm thick in skirting, 1073.90 One Thousand Seventy Sqm

risers of steps and dedo on a bed of 10mm thick cement Three Rupees and Ninety

plaster 1:3 (1-cement: 3-coarse sand) and jointed with white Paise

44.00 Sqm 36 Providing and fixing machine cut Both side mirror polished 843.35 Eight Hundred Forty Sqm

Kotah stone for shelves 25 to 40mm thick with front side Three Rupees and Thirty

rounding edge including making groove in walls and finished Five Paise

the same in CM 1:2 (1-cement:2-sand) etc. complete

2.50 Sqm 37 Providing and fixing sandwitch type platform of 75cm wide 8330.48 Eight Thousand Three Sqm

and 75cm high from finished floor level using 25mm thick Hundred Thirty Rupees

kotah stone slab as a base and 18mm thick mirror polished and Forty Eight Paise

full round edged granite slab on top , 25mm thick mirror

polished /kotah stone supports of 75cm wide at 45cm C/C or

as directed including providing /Granite side 'Patta' of 30cm

wide on three sides of the platform and S.S. Kitchen Sink of

size 610x460x200mm of Nirali or equilant brand as per

detailed drawing and as directed.

5.50 Sqm 38 Providing and fixing sandwitch type platform of 75cm wide 8075.96 Eight Thousand Seventy Sqm

and 75cm high from finished floor level using 25mm thick Five Rupees and Ninety

kotah stone slab as a base and 18mm thick mirror polished Six Paise

full round edged granite slab on top , 25mm thick mirror

polished /kotah stone supports of 75cm wide at 45cm C/C or

as directed including providing /Granite side 'Patta' of 30cm

wide on three sides of the platform as per detailed drawing

and as directed.

180.00 Sqm 39 Providing and laying 50mm thick cement concrete flooring 322.92 Three Hundred Twenty Sqm

1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate Two Rupees and Ninety

20mm nominal size) laid in one layer and finished with a Two Paise

floating coat of neat cement.

67.00 Bag. 40 Providing and mixing water proofing materials in cement 49.25 Forty Nine Rupees and Bag.

mortar in proportion recommended by the manufacturer. Twenty Five Paise

67.00 Pkt. 41 Providing using polyester fiber (6mm) with triangular or 26.26 Twenty Six Rupees and Pkt.

equivalent cross section with specific gravity 1.35 to 1.40 Twenty Six Paise

(as a secondary reinforcement) in mortar of any grade at the

rate of 125gms. per 50 Kg. of Cement Consumption.

180.00 Sqm 42 Providing and laying broken China Mosaic Flooring for 747.28 Seven Hundred Forty Sqm

Terrace using 12mm to 20mm broken pieces of glazed tiles Seven Rupees and Twenty

to be laid over cement mortar 1:3 to plain or slope and to be Eight Paise

tempered to bring mortar crème out upto surface using

white cement including rounding off junctions and extending

them up to 15cm. along the wall, clearing with water and

oxalic acid etc. as directed.

18.90 Sqm 43 Providing and fixing 35mm thick Single Shutter flush door 5681.25 Five Thousand Six Sqm

fixing on existing granite frame with teak wood beading with Hundred Eighty One

pattern laminate on both side including all heavy type S.S. Rupees and Twenty Five

fixture & fastenings with Concealed lock etc complete. Paise

2.00 Sqm 44 Providing and fixing 35mm thick factory made moulded Door 2152.31 Two Thousand One Sqm

shutter consisting of solid core single leaf Flush Door of 30mm Hundred Fifty Two Rupees

thickness, lipped with 15mm (5mm x 3) thick x 30mm width on stiles and Thirty One Paise

and top rails & 10mm (5mm x 2) thick x 30mm width on other stiles

& bottom rails. The inner panel laminated with 2mm thick termite

proof water proof and fire resistant moulded PVC Sheet with

raized panel design in different plain and/or prelaminated colour on

one side after routing the Moulded design on Flush Door & 2mm

plain and/or prelaminated PVC Sheet on other side using rubber

adhesive on flush door & solvent cement adhesive on the PVC

lipping etc as per direction of engineer in charge , Manufacture's

specification and drawing.

8.00 Sqm 45 Providing and fixing of 28mm thick fiber glass shutter with 1.5 to 1560.32 One Thousand Five Sqm

2.0mm thick fire extinguishing grade FRP skin in depressed panel Hundred Sixty Rupees

design having extra reinforcement on sides and edges and in Gel and Thirty Two Paise

coat finish. The core of the shutter is to be filled up with injected fire

extinguishing grade polyurethane foam done in situ along with

embedded wodden pieces for stiffening and also for taking hinges

and fixtures. The whole shutter is to be waterproof, weatherproof,

termite proof and resitance to mild acid / Alkali, Rates are to be

inclusive of S. / S. hinges with necessary screws and alluminium

fixtures and fastening.

1.00 Sqm 46 Providing and fixing window having extruded aluminum Colour 1713.69 One Thousand Seven Sqm

anodized section frame main outer size 63.50 x 38.10 x 1.95 mm(of Hundred Thirteen Rupees

Jindal Section no:4605,@ Wt 1.094 Kg / Rmt), horizontal two track and Sixty Nine Paise

member size 61.85 mm x 31.75 mm x 1.20mm (of Jindal Section no:

8687 @ wt.of 0.695 Kg/mt), vertical member of size 61.85 mm x

31.75mm x 1.30 mm (of Jindal Section no:8758 @ wt.of 0.0.659

Kg/mt) with sliding shutters of horizontal member size 40mm x

18mm x 1.29mm (of Jindal Section no:8949 @ wt.of 0.456Kg/mt),

vertical member of size 40mm x 18mm x 1.29mm (of Jindal Section

no:8947 @ wt.of 0.456Kg/mt/ Section 8948, @ Wt. 0.457 Kg/mt) with

5 mm thick transparent bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc complete for window.

19.80 Sqm 47 Providing and fixing window having extruded alluminium colour 1591.87 One Thousand Five Sqm

anodized section main outer frame of 95 x 24 x 1.17mm and Hundred Ninety One

Horizental three track member of size 92.00mm x 31.75 mm x Rupees and Eighty Seven

1.30mm @ of Jindal section No. 8688 @ Wt. 1.07 Kg /Rmt , vertical Paise

member of size 92mm x 31.75mm x 1.50mm with three shutters

with 40mm x 18mm x 1.29mm @ 0.456 Kg/Rmt among them two

shutter having 5mm thick transparent bronze colour tinted float

glass & one shutter with alluminium mosquito net with powder

coated S.S. fittings and fixtures & transparent silicon sealent for

glass fixing to frame as per detailed etc complete.

2.00 Sqm 48 Providing & fixing coloured anodized aluminium sectional 2671.45 Two Thousand Six Sqm

louvered ventilator with frame size 63x38.10mm & 1.80mm Hundred Seventy One

thick ground glass and coloured anodized aluminium Rupees and Forty Five

louvers fixtures and hold fasting etc. complete. Paise

485.00 Kg. 49 Providing and fixing M.S. Plain grill of required pattern to 109.08 One Hundred Nine Kg.

wooden frames of windows etc. with M.S. flats at required Rupees and Eight Paise

spacing and frame around, square or round bars with round

headed bolts and nuts or by screws incl. one coat of priming

coat & two coat of oil pain etc. complete.

263.00 Kg. 50 Providing and fixing M.S. iron ornamented gate of required 164.63 One Hundred Sixty Four Kg.

Patten with M.S. angle section with M.S. square bars , fluts Rupees and Sixty Three

including providing and fixing hold fasts , hinges roovas Paise

including one coat of primer and two coats of oil painting etc

869.00 Sqm 51 Providing 15mm thick cement plaster in single coat on 171.26 One Hundred Seventy Sqm

Rough (Similar)side of single or half brick walls for interior One Rupees and Twenty

plastering upto floor two level and finished even and smooth Six Paise

in (i) Cement mortar 1:3 (1-cement:3-sand)

455.00 Sqm 52 Providing 10mm thick cement plaster in single coat on 153.67 One Hundred Fifty Three Sqm

ceiling and sofits of stair cases for interior plastering upto Rupees and Sixty Seven

floor two level and finished even and smooth in (i)Cement Paise

mortar 1:3 (1-cement:3-sand) For all floor.

1627.00 Sqm 53 20mm thick sand faced cement plaster on walls upto height 300.65 Three Hundred Rupees Sqm

10 metres above ground level consisting of 12mm thick and Sixty Five Paise

backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick

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

124.00 Sqm 54 Providing 20mm thick cement plaster in single coat on brick 305.02 Three Hundred Five Sqm

/ concrete walls for interior plastering and finished even and Rupees and Two Paise

smooth in (I) Cement mortar 1:3 (1-cement : 3- sand)

including providing floating coat of near cement slurry and

also providing waterproofing compound as recommended

by the manufacture etc. complete for all floors.

55.00 Sqm 55 Applying two coats of Birla or Asian acrylic lapy ( putty) & 22.90 Twenty Two Rupees and Sqm

two coats of primer of approved brand and manufacture on Ninety Paise

new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

1324.00 Sqm 56 Wall painting (two coats) with plastic emulsion paint of 119.24 One Hundred Nineteen Sqm

approved brand and manufacture on undecorated wall Rupees and Twenty Four

surface to give an even shade including throughly brushing Paise

the surface free from mortar droppings and other foreign

matter and sand papered smooth with Applying two coats of

putty & two coats of primer of approved brand etc complete.

1627.00 Sqm 57 Finishing Wall with Weather Proof Exterior Emulsion Paint on 114.53 One Hundred Fourteen Sqm

Wall Surface (Two Coats) to give an required shape even Rupees and Fifty Three

shade after thoroguhly brushing the surface to remove all Paise

dirt, and remains of loose powdered materials etc. complete

14.60 Rmt. 58 Providing and fixing stainless steel railing at required height 1772.55 One Thousand Seven Rmt.

and of 50mm dia SS pipe with support of horizontal pipe as Hundred Seventy Two

15mm dia at required spacing as per design and SS having Rupees and Fifty Five

304 grade and 15 guage pipe including fastening, hold fast, Paise

clumps, coach bolts for fixing to wall including touching

finishing to wall etc complete.

57.00 Sqm 59 Providing and fixing frame type CB shutter of 18mm thick 5226.75 Five Thousand Two Sqm

water proof plywood with 1.00mm ISI quality 1.0mm Hundred Twenty Six

lamination for outside of frame and cupboard and 0.80mm Rupees and Seventy Five

thick lamination to inside of cupboard including necessary , Paise

hydraulic type S.S. hinges , fixtures , fastenings of standard

quality S.S. with locking arrangement etc complete as per

detail drawing and as directed by Engineer-in-charge.

9.00 Sqm 60 Providing and fixing cupboard with aluminum pipe frame of 9292.00 Nine Thousand Two Sqm

size 50x25mm filled with non-teak wood and 18mm thick Hundred Ninety Two

water proof plywood shutter with 6 nos of SS basket two of Rupees

size 18" x 20" x 4" , two of size 18"x 20" x 6" and two of size

18" x 20" x 8" with necessary intranal arragement front

plywood necessary telescopic channels for drawers and

remaining part of two shutter including 1.00mm thick

laminated sheet for outer face and 0.8mm sheet for inner

face and with 20x20cm teak wood beading including

necessary S.S. hinges and S.S. fixtures etc complete.

2.00 No. 61 Providing and fixing 600mm x 450mm bevelled edge mirrror 833.73 Eight Hundred Thirty No.

of superior glass mounted on 6mm thick A.C. sheet or Three Rupees and

plywood sheet and fixing to wooden pluge with C.P. brass Seventy Three Paise

screws and washers.

3.00 No. 62 Providing and fixing wash down water closet (European type 10430.27 Ten Thousand Four No.

Wall hung pan) quality with PVC seat cover inlet & outlet Hundred Thirty Rupees

gasket, CI chair brackets including concealed type flush and Twenty Seven Paise

cock of approved quality with jet spray etc. complete.

4.00 No. 63 Providing and fixing flat back wash basin of 550 x 400mm 2250.28 Two Thousand Two No.

size including C.I. or M.S. brackets fixing in wall C.P. brass Hundred Fifty Rupees

work of 32mm dia,,. fisher union of 32mm, pillar cock of and Twenty Eight Paise

15mm dia, PVC waste pipe, PVC connection, brass stopcock

of 15mm dia etc. complete.

2000.00 Ltr. 64 Providing erecting and fixing double coated Syntex PVC. 11.11 Eleven Rupees and Eleven Ltr.

(ISI) water tank of required capacity each with all Paise

necessary fittings and connection etc. complete on terrace.

9.00 No. 65 Providing and fixing 15mm dia brass screw down stop tap. 205.82 Two Hundred Five Rupees No.

and Eighty Two Paise

5.00 No. 66 Providing and fixing 15mm dia Brass Chromium plated 186.82 One Hundred Eighty Six No.

screw down bib tap. Rupees and Eighty Two

2.00 No. 67 Providing and fixing C.P. brass shower rose with 15mm or 282.16 Two Hundred Eighty Two No.

20mm inlet.(A) 100mm dia. Each Rupees and Sixteen Paise

2.00 No. 68 Providing and fixing C.P. brass towel rail comlete with C.P. 603.19 Six Hundred Three No.

brass brackets fixed to wooden plugs with C.P. brass Rupees and Nineteen

scews.(B) 600mm x 20mm size. Paise

15.00 Rmt 69 Providing and fixing concealed center point to wall ceiling & 166.86 One Hundred Sixty Six Rmt

floor CPVC (SDR 13.5) PIPE having National Sanitation Rupees and Eighty Six

Foundation (NSF) seal for potable water of 15mm dia. Paise

nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.

25.00 Rmt 70 Providing laying and jointing in true line and level 15mm dia. 72.64 Seventy Two Rupees and Rmt

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

approved by Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre C/C or shall

be concealed as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

40.00 Rmt 71 Providing laying and jointing in true line and level 25mm dia. 91.83 Ninety One Rupees and Rmt

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

approved by Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre C/C or shall

be concealed as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

120.00 Rmt 72 Providing laying and jointing in true line and level 40mm dia. 148.11 One Hundred Forty Eight Rmt

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as Rupees and Eleven Paise

approved by Engineer In Charge. Pipe shall be fixed on the

wall with the help of clamp at every two metre C/C or shall

be concealed as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

15.00 Rmt 73 Providing and fixing to wall ceiling floor 10.00 Kg F/cm2 277.42 Two Hundred Seventy Rmt

working pressure polythene pipes for rain water of the Seven Rupees and Forty

75mm outside dia, low density, complete with necessary Two Paise

fittings wall, clamps etc. complete.

63.00 Rmt 74 Providing, laying and jointing in true line and level U.P.V.C. SWR 835.14 Eight Hundred Thirty Five Rmt

Type B-Pipe conforming to IS 13592-1992 with one end plain and Rupees and Fourteen

other end socketed with rubbering & fitting conforming to IS : Paise

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 clamp of the size 160mm diameter x

210mm length x 196mm high at every 2000mm center to center or

shall be concealed in walls as directed including necessary fittings

such as bends, shoes etc. including testing of pies and joints and

jointed with adhesive solvent cement including cost of all

materials.(B) 110 Diameter

20.00 Rmt 75 Providing, laying and jointing in true line and level U.P.V.C. SWR 831.21 Eight Hundred Thirty One Rmt

Type B-Pipe conforming to IS 13592-1992 with one end plain and Rupees and Twenty One

other end socketed with rubbering & fitting conforming to IS : Paise

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 clamp of the size 160mm diameter x

210mm length x 196mm high at every 2000mm center to center or

shall be concealed in walls as directed including necessary fittings

such as bends, shoes etc. including testing of pies and joints and

jointed with adhesive solvent cement including cost of all

materials.(A) 160 Diameter

80.00 Rmt. 76 Providing and fixing to wall, ceiling and floor galvanized mild 787.39 Seven Hundred Eighty Rmt.

steel tubes (Medium grade) of the 50mm nominal bore, tube Seven Rupees and Thirty

fittings and clamps including making good the wall, ceiling Nine Paise

88.00 No. 77 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 558.35 Five Hundred Fifty Eight No.

100 mm diameter with jali of the following nominal diameter Rupees and Thirty Five

of self cleansing design with C.I scread down or hinged Paise

grating including the cost of cutting and making good the

4.00 No. 78 Providing and fixing S.W. gully trap with C.I. grating brick 1292.19 One Thousand Two No.

masonry chamber and water tight C.I. cover with frame of Hundred Ninety Two

300mm x 300mm size (inside) with standard weight.(i) Rupees and Nineteen

Square mouth traps. (A) 100mm x 100mm size P type Paise

6.00 No 79 Constructing brick masonry chamber for underground C.I. 3175.31 Three Thousand One No

Inspection chamber and bends with briocks having croshing Hundred Seventy Five

strength not less than 35Kg. Cm2 in C.M. 1:5 C.I. cover with frame Rupees and Thirty One

(Light duty) 455mm x 610mm intenal dimensions total weight of Paise

cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and

Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2-

coarse sand :4-graded stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3

finished smooth with a floating coat of neat cement on walls and

bed concrete etc. complete.(i) Inside dimensions 455mmx 610mm

and 650mm deep for single pipe line.

8.00 No 80 Providing and fixing 40mm dia Gun metal check or non- 663.42 Six Hundred Sixty Three No

return fullway wheel valve. Rupees and Forty Two

2.00 No. 81 Providing and fixing 50mm dia Gun metal check or non- 1852.34 One Thousand Eight No.

return fullway wheel valve. Hundred Fifty Two Rupees

and Thirty Four Paise

1.00 No. 82 Supplying and fixing standard quality (Kranti or equivalent) 7079.09 Seven Thousand Seventy No.

water meter with flange, nut bolt etc. complete 50mm dia. Nine Rupees and Nine

2.00 Sqm 83 Providing and fixing Sign board on 4mm thick transparent 3467.33 Three Thousand Four Sqm

Acrycle sheet and letter with sticker sheet including fixing Hundred Sixty Seven

etc complete. Rupees and Thirty Three

17.00 Sqm 84 Providing and fixing rolling shutters of approved make made 4495.01 Four Thousand Four Sqm

of 80 mm wide M.S. laths inter-locked together through their Hundred Ninety Five

entire length and jointed together at the ends by end locks Rupees and One Paisa

mounted on specially designed pipe shaft with bracket

plates, guide channels and arragements for inside and

outside locking with push-pull operation including the cost

of hood cover and spring etc. complete. (B) Shutters having

width 3.5 M. and above

150.00 Rmt. 85 Drilling of 215mm dia bore hole in over burden strata 551.46 Five Hundred Fifty One Rmt.

(alternative layer of lime stone and yellow stridly formation) Rupees and Forty Six

by DTH regi. up to required depth including fixing of 175/180 Paise

dia ERW/PVC pipe if required drilling by 165mm dia bore

hole in hard rock strata DTH drilling method up to total

1080.00 Cm. 86 Providing & fixing stainless steel (stainless steel plate of 302 74.74 Seventy Four Rupees and Cm.

No. ) letter of 45c.m. size finished with radium sticker Seventy Four Paise

including necessary scaffolding for fixing with epoxy

material etc. comp. as directed by engineer in charge

(Additional Article of Gujarati letter are consider as a half

1.00 No 87 Providing & fixing stainless steel (stainless steel plate of 302 4922.74 Four Thousand Nine No

No. ) monogram (shinh stambh) finished with radium sticker Hundred Twenty Two

of 60cm size including necessary scaffolding for fixing with Rupees and Seventy Four

epoxy material etc. comp. as directed by engineer in Paise

8.00 Cum. 88 Providing and laying compacted W.B.M. 150mm thick of 912.03 Nine Hundred Twelve Cum.

grade-II in two layers each of 75mm thick of machine Rupees and Three Paise

crushed BT metal of size 40mm to 63mm with using 13%

stone screenings of 13.2mm size and 7% stone dust as filler

including spreading watering and consolidation by vibratory

roller etc. comp. in single layers.

11.00 Cum. 89 Providing and casting in situ controlled trimix cement 6918.50 Six Thousand Nine Cum.

concrete M-250 for average 200mm thick road work laid as Hundred Eighteen Rupees

directed including adding super platisizer admixture of IS and Fifty Paise

make and providing and laying M.S. side rail of road

thickness with necessary nut bolts plates fixing as per width

applying plate vibrator (electric or diesel) on channel

compressor with vacuum dewatering system by using all

necessary equipments and materials and machinery such as

running screed vibrator on prelaid M.S. channel for leveling

,Vacume pump, floating and power towelling etc with filling

the joints with bitumen as directed etc complete.

161.00 Sqm 90 Providing and fixing pre-cast Rubber Dye / steel Dye inter 686.90 Six Hundred Eighty Six Sqm

locking concrete block 60mm thick with grade of concrete Rupees and Ninety Paise

M300 pnumatic compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 : 2006 including

35 mm Sand layer for levelling and filling the joint with sand

in proper line and level as per guidlines of IRC : SP 63-2018

30.00 Rmt 91 Providing and fixing Pre-Cast Concrete Kerb Stone of gray 381.78 Three Hundred Eighty Rmt

cement based concrete block 30cm. length, 30cm. height One Rupees and Seventy

and 15cm. thick of M-250 Grade concrete as per approved Eight Paise

design and including excavation for fixing in proper line and

level, filling the joint with C.M. 1:3 (1-Cement : 3-Fine Sand)

17.00 Sqm 92 Painting lines, deashes, arrows, letters etc on roads, Air 55.04 Fifty Five Rupees and Sqm

fields and like in two coats with road marking paint, Four Paise

brushing including cleaning the surface of all dirt, dust and

other foreign matter.(i) Over 10cm in width

1.00 No 93 Distance Informatory/ Destubatuib sign :Providing and fixing sing 18254.19 Eighteen Thousand Two No

boards made out of 2mm aluminium sheet; size 180 x 120cms. Hundred Fifty Four

rectangle as as per the design of IRC-67-1977 pre treated with Rupees and Nineteen

phospheting process & acid etching; coated with one coat of epoxy Paise

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

retro refiective sheeting as per latest M.O.S.T. Specifications;

Letters and numerals should be as per IRC-30-1968, 3.1m long (2

nos) stand post and frame fabricated from suitable size iron angle

of 50 x 50 x 5mm 75 x 75 x 6mm as required; painted with best

quality epoxy coatings in black and white bends. the details of

symbol or inscription / numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer in

charge.(B)High Intensity Grade.

1.00 No 94 Supplying of High Back Rev. Chair Upholstered with Leatherette 12254.33 Twelve Thousand Two No

seat made up of 12 mm +/- 1 mm thick hot pressed Mr grad plywood Hundred Fifty Four

and back in two Pieces - 12 mm Rear Back and 6 mm inner Back. Rupees and Thirty Three

Moulded polyurethane foam used in making seat with moulded Paise

density 45+/- 2 kg/m ³. Back is made out of 32 Density Block Foam

covered with 14 mm thick 32 density foam sheet (Block foam).Spine

bracket made of M.S plate 8 mm Thickness connecting back with

mechanism. Armrest top is soft touch polyurethane moulded of

to 300 density insert in chrome finish pipe having unique "BIRD

BEAK"shape. The mechanism of the chair have following features:

360⁰ revolving type 3.5mm Thk CRCA seat plate with 4mm thk

CRCA channel plate synchro Mechanism, Tilt tension adjustable,

Single position locking , Plastic component inside the mechanism of

Grade - MI 3530 and Epoxy Powder coated 70 Microns with tested

1.2 lacs cycles as per BIFMA Standard.The chair provided with

pneumatic height adjustment which have have stroke of 100 mm +/-

5 mm.The five leg Base is made up of 38mm dia x 1.2mm thick

tubular with 3.15 mm thick centre hub CRC fabricated chrome

finish. It have be fitted with 50 mm dia Twin wheel castor . The size

of the base have be - 660 +/- 1 mm pitchcentre-diameter. Load test

as per BIFMA compliance.The twin wheel castors made of Nylon

injection moulded in black colour.Overall dimensions of Chair have

be, Width of Chair - 508 mm, Depth of chair 508 mm as measured

from base below. Height of back from ground - min 1175 to max

1275 mm. Seat height -min 480 mm to max 580 mm. Dimensions

tolerance / variations have be within +/- 10 mm and directed by EIC .

1.00 No 95 Providing and Arranging Rectangle Center table made from 2903.75 Two Thousand Nine No

1180mm x 600mm x 419mm C.P. teakwood leg and 19mm thick Hundred Three Rupees

plywood structure and finished with 1mm thick laminate & top part and Seventy Five Paise

of table covered with 8mm thick toughened glass with edge finish to

be placed properly with 4pcs 54x10mm aluminium Disc glass table

top adapter or rubber suction cup. Surface. All eposed sedges shall

be covered with 8mm thick teak wood beading patti & exposed

wooden & veneer faces to be dinished with matt finish melamine

polish & non visible faces & edges shall be painted with enamel

paint of matching shade of other finished surfaces including all

materials and labours etc. complete as per drawing and instruction

of engineer-in charge. (Renctangle Center Table )

1.00 No 96 Providing and supplying premium quality 3 seater Sofas size of 11905.88 Eleven Thousand Nine No

1610 x780 x 810mm made out frame constructed with teakwood Hundred Five Rupees and

frame and 19mm thick premium commercial plywood structure. Eighty Eight Paise

Seat & back & arm rest shall be finished by required thickness high

density foam (density not less than 45) this should be again covered

with 30kg/sqm density 14mm thick HR foam with Madarpat cover on

it and up holstered fabric of suggestd shade and finish on eat, back

and all visible side as per drawing.Sofas shall be complete with all

lining material like fevicol, nails etc. with labour & providing and

fixing of leatherite/ tapestry. Legs shall be out of wooden. Fixing of

system by machine stitches and spray gluing system. Leatherite/

Tapestry shall be as per approved colour/ shade/ texture by the

Engineer in charge. Sofa shall be finished with melamine polish and

completed as per Design detail drawings and/or given by the

Engineer -in charge.

(3 Seater Sofa)

5.00 No 97 Providing and fixing Staff Table 36mm thick (partical board, interior 10860.53 Ten Thousand Eight No

grade) Size 1500 x 750 x 750mm post forming laminated top in Hundred Sixty Rupees

approved shade with telescopic suspended metal keyboard with and Fifty Three Paise

mouse tray with 36mm vertical legs made by pre-laminated partical

board approved shade help with 30mm Dia S.S.leg &. Appron

should be made from pre-laminated partical board approved shade

with laminated finish Drawer unit box (0.60x 0.41 x 0.600) with 2mm

thick pvc lipping with hotmelt gllued help on nylon castors with lock

and telescopic channel should be made from 18mm pre-laminated

MDF board with laminate finish as well as 19mm post forming

Outside of shutter with Auto hinges of HAFELE or equivalent and

drawer should made from 19mm post forming laminated in

approved shade and CPU Trolley should be supplied of metal

powder coated, Footrest (0.91 x 0.30) should be from 18MM pre-

laminated MDF laminated finish in approved shade. Including all

materials and labour etc. complete and instruction of engineer-in

charge. (STAFF Table 1500 x 750 x 750mm)

8.00 No 98 Supplying of Visitor chair pipe structure of MS CRCA finish 16 4123.83 Four Thousand One No

gauge round pipe having a diameter of 32 mm, the under structure Hundred Twenty Three

frame tubular structure with stability for proper balance, the seat Rupees and Eighty Three

and back is supported on spring structure, the backrest armrest Paise

and seat dimensioned and curved from an ergonomics point of

view, the frame and spring-seat structure prepared from MIG

welding process & powder coated, proper high-density rubber

bush provided at all four legs, seat & back upholstered with fabric

and directed by EIC . (VISITOR CHAIR)

4.00 No 99 Providing and fixing Computer Table 25mm thick (partical board, 8769.83 Eight Thousand Seven No

interior grade) Size 1200 x 600 x 750mm post forming laminated Hundred Sixty Nine

top in approved shade with telescopic suspended metal keyboard Rupees and Eighty Three

with mouse tray with 36mm vertical legs made by pre-laminated Paise

partical board approved shade help with 30mm Dia S.S.leg &.

Appron should be made from pre-laminated partical board

approved shade with laminated finish as per detail drawing, Drawer

unit box (0.60x 0.41 x 0.600) with 2mm thick pvc lipping with hotmelt

gllued help on nylon castors with lock and telescopic channel

should be made from 18mm pre-laminated MDF board with

laminate finish as well as 19mm post forming Outside of shutter

with Auto hinges of HAFELE or equivalent and drawer should made

from 19mm post forming laminated in approved shade and CPU

Trolley should be supplied of metal powder coated, Footrest (0.91 x

0.30) should be from 18MM pre-laminated MDF laminated finish in

approved shade. Including all materials and labour etc. complete as

per instruction of engineer-in charge (Computer Table Size 1200 x

9.00 No 100 Supplying of Med. Back Rev. Chair Upholstered with Leatherette 7608.33 Seven Thousand Six No

seat made up of 12 mm +/- 1 mm thick hot pressed Mr grad plywood Hundred Eight Rupees

and back in two Pieces - 12 mm Rear Back and 6 mm inner Back. and Thirty Three Paise

Moulded polyurethane foam used in making seat with moulded

density 45+/- 2 kg/m ³. Back is made out of 32 Density Block Foam

covered with 14 mm thick 32 density foam sheet (Block foam).Spine

bracket made of M.S plate 8 mm Thickness connecting back with

mechanism. Armrest top is soft touch polyurethane moulded of

to 300 density insert in chrome finish pipe having unique "BIRD

BEAK"shape. The mechanism of the chair have following features:

360⁰ revolving type 3.5mm Thk CRCA seat plate with 4mm thk

CRCA channel plate synchro Mechanism, Tilt tension adjustable,

Single position locking , Plastic component inside the mechanism of

Grade - MI 3530 and Epoxy Powder coated 70 Microns with tested

1.2 lacs cycles as per BIFMA Standard The chair provided with

pneumatic height adjustment which have have stroke of 100 mm +/-

5 mm.The five leg Base is made up of 38mm dia x 1.2mm thick

tubular with 3.15 mm thick centre hub CRC fabricated chrome

finish. It have be fitted with 50 mm dia Twin wheel castor . The size

of the base have be - 660 +/- 1 mm pitchcentre-diameter. Load test

as per BIFMA compliance.The twin wheel castors have be made of

Nylon injection moulded in black colour.Overall dimensions of Chair

have be, Width of Chair - 630 mm, Depth of chair 630 mm as

measured from base below. Height of back from ground - min

to max 1050 mm. Seat height -min 470 mm to max 570 mm.

Dimensions tolerance / variations have be within +/- 10 mm and

directed by EIC . Medium Back Chair

1.00 No 101 Providing and fixing STORWEL PLAIN shall have an overall 13044.15 Thirteen Thousand Forty No

size of 916mm(W)x486mm(D)x 1980mm(H) with welded Four Rupees and Fifteen

construction. It should have the shelf thickness of 0.7 mm, Paise

Back thickness of 0.8mm, Door thickness of 0.8mm (high

yield strength) and all other components shall have a

thickness of 0.9mm. These components shall be made of

CRCA ‘D’ grade high yield strength as per IS:513. The

Storwel Plain should have a Mazak handle and Three way

locking mechanism with Shooting Bolts. It should have a

height wise adjustable shelf mounting which shall have a

Uniformly Distributed Load Capacity of max 40 Kg. It should

also have a M10 Screw type Leveller with Hex plastic base.

The finishing shall include Epoxy powder coated to the

thickness of 50 microns (+/- 10). Plenty of colour options and

shelving options shall be available.

2.00 No 102 Providing and fixing SS THREE SEATER BENCH It should be 14112.73 Fourteen Thousand One No

made up of black powder coated rectangular M.S.ERW tube Hundred Twelve Rupees

having 8.0 ± 0.03 cm x 4.0 ± 0.03 cm x 0.2 ± 0.014 cm size. It and Seventy Three Paise

should be chrome plated made of cold rolled steel with

± 0.013 cm thinkness. It should be powder-coated

perforated shell made from cold rolled M.S. sheet (DIN1623

Partl ST-12 Grade) 0.14 ± 0.013 cm thickness.The Side Bar

should be made of Chrome plated solid steel 3.0 ± 0.03 cm x

1.2 ± 0.3 cm with fluting and plastic inserts. The Shell should

be assembled on the Cross Beam with help of M8 Bolts (Per

Seat - 8 nos. Seat to Bracket and 4nos. Bracket to Cross

Beam). Overall Dimensions Seat Height - 40.0cm, Height -

67.5 cm, Width & Depth of Chair as - Width-163.0cm and

Depth-57.0 cm.(S.S. Three SEATER BENCH )

1.00 No 103 Providing & fixing Wooden Notice Board with 20mm thick 2299.77 Two Thousand Two No

T.W. Shutter of size 1.20 x 0.60 having using frame work Hundred Ninety Nine

from 19mm thick Water Proof Plywood with teak wood Rupees and Seventy

beading, Back Sheet of 9mm thick Water Proof Plywood, Seven Paise

4mm thick Glass with teak wood shutter inside cover with

welvet including Polishing the Notice Board as per

instruction of Engineer-in-charge.(WOODEN NOTICE

Rs. In Words = Ninety Eight Lac Fifty Seven Thousand Nine Hundred Seventy Nine Rupees and Eighty Five Paise

Amount of my tender work out as under

I / We am/are willing to carry out the work at ………………………………………….. % above / below Percent [should be written in figures

and words] of the estimated rates mantioned above. Amount of my/our tender works out as under

Estimated Amount : 9857979.85 # Estimated Amount :

Put to tender Rs. : . Put to tender Rs. : .

Deduct % below Rs. . Add % above Rs. .

Net Rs. . Total Rs. .

In words : . In words : .

(# Please strike out whichever is not applicable)

Deputy Executive Engineer Executive Engineer

Signature of Contractor Panchayat (R&B) Sub Division Panchayat (R&B) Division

Jamnagar. Jamnagar.

The work shall be carried out as per Public Works Department Hand Book, I.S. Specification and other specification of the Division or as

All the columns in Schedule should be filled in INK and the total of the entries in the last column should be strike out by the Contractor under his

Rates should include clearance of site (Prior to commencement of work and its close) in all respect and good for work under all conditions of

site moisture weather etc.

The Contractor shall exhibit the details of works, Tenders amount and specification as per Govt. Circular No. TD 32772 N. Dt. 26-4-78 and as

per G.R. No. TNC-9-24-C, Dt. 18-11-91, as directed by Engineer-in-Charge of the works, on board at site of the work.

5) Contractor shall even "NIL" percentage, if no deduction is offered.

6) Testing of materials shall be as per statement attached with the specification. The material shall be tested in GERI Bill for the testing shall be

paid by the Executive Engineer and 1% of amount put to tender after deducting the cost of materials to be supplied by Department as per

SCHEDULE 'A' at the sanctioned estimate rates from the Contractor in Running Bills. (As per G.R.No. (R&B) TNC-1085/4/C Dt. 20-12-91 and

modified ide (R&B) Deptt. Circular No. SSR/10000092-IB-12910-C Dt. 16-10-95)

7) For R.C.C. Item where there is change of grade mix or charge as per actual mix design the difference of cement consumption shall be deducted

from rate of original item at the rate of star rate mentioned in the tender.

8) 1% L.C. shall be deducted from the bill as per agreement.

Signature of Contractor Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub Division Jamnagar (R & B) Division,

Jamnagar. Jamnagar.