PROPOSED CONSTRUCTION OF PANCHAYAT BHAVAN AT VILLAGE: 1) MOTA, TAL. BARDOLI, DIST. SURAT

Name of work :- PROPOSED CONSTRUCTION OF PANCHAYAT BHAVAN AT MOTA:

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Total Amount

It. Quantities Item of work Estimated Total Amount

No. estimated but In figures according to

may be more Rs. Ps. estimated

1 Excavation for foundation up to 1.5mt. Depth

including sorting out and stacking of useful materials

and disposing of the excavated stuff up to 50 meter

lead(A) Loose or soft soil

2 Excavation for foundation for depth from 1.5 m to

m including sorting out and stacking of useful

65.24 Cmt materials and disposing off the excavated stuff upto 50 136.47

Meter lead. (A) Loose or soft soil

3 Filling available excavated earth (Including rock in

trenches plinth, sides of foundations etc. in layers not

171.97 Cmt exceeding 20 cm. in depth consolidating each 136.92

deposited layer by ramming and watering)

4 Providing & Filling in Plinth with murrum or Yellow

42.55 Cmt soil or selected soil in layers of 20cm. thickness 301.78

including watering ramming and consolidating etc.

5 Filling in plinth with sand under floors including

watering ramming, consolidating and dressing

14.38 Cmt complete (a). Foundation and Plinth 481.80

6 Providing and filling rubbles including hand packing

and filling interstices with quarry spalls behind

abutments and between returns as directed.

7 Providing and laying cement concrete 1:2:4 (1-Cement

: 2- coarse sand : 4- hand Machine crushed stone

23.00 Cmt aggregates 40 mmnominal size) and curing complete 3923.85

including cost of formwork in (A) PCC

8 Providing and laying cement concrete M.250 and

curing complete lnculding the cost of formwork but

Excluding the cost of reinforcement for reinforced

concrete work in foundation ,footings base of column

and mass concrete. (A) Footing

9 Providing and laying controlled cement concrete

M.250 and curing complete lnculding the cost of

2.50 Cmt formwork but Excluding the cost of reinforcement for 8226.45

reinforced concrete work in All Types Of Columns

(D) Columns, Pillars posts and struts, upto Plinth

10 Providing and laying controlled cement concrete

M.200 and curing complete lnculding the cost of

formwork but Excluding the cost of reinforcement for

6.60 Cmt reinforced concrete work in All Types Of Columns 8191.10

(D) Columns, Pillars posts and struts, upto Ground

11 Providing and laying controlled cement concrete

M.200 and curing complete lnculding the cost of

5.00 Cmt formwork but Excluding the cost of reinforcement for 8232.06

reinforced concrete work in All Types Of Columns

(D) Columns, Pillars posts and struts, upto First Floor

12 Providing and laying controlled cement concrete

M.250 and curing complete lnculding the cost of

5.73 Cmt formwork but Excluding the cost of reinforcement for 6440.77

reinforced concrete work in All Types Of Beams,(E)

Beam,upto Plinth

13 Providing and laying controlled cement concrete

M.200 and curing complete lnculding the cost of

3.83 Cmt formwork but Excluding the cost of reinforcement for 6406.43

reinforced concrete work in All Types Of Beams,(E)

Beam,Ground Floor

14 Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

12.00 Cmt formwork but Excluding the cost of reinforcement for 6447.39

reinforced concrete work in All Types of Beams,(E)

Beam, First Floor

15 Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

21.50 Cmt formwork but Excluding the cost of reinforcement for 6351.89

reinforced concrete work in All Types of Slab,All

Thickness (C) Slab upto Plinth and Ground Floor

16 Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

0.50 Cmt formwork but Excluding the cost of reinforcement for 6758.92

reinforced concrete work in All Thickness in Walls

PARDI Ground Floor

17 Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

3.00 Cmt formwork and Excluding reinforcement for reinforced 5951.93

concrete work in All Types of Stair case upto Ground

18 Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in Lintel upto Ground Floor

19 Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in Lintel upto First Floor

20 Providing and laying cement concrete (M 200) and

curing complete including the cost of form work but

including the Cost of reinforcement for reinforced

concrete work in Chajja.Upto Ground Floor

21 Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement for

reinforced concrete work in Chajja. Upto First Floor

22 Providing and fixing TMT bars Fe-500D steel

reinforcement for R.C.C. work including binding,

7660.00 Kg bending and placing in position complete upto floor 77.71

two level ,Ground Floor, First Floor , Second Floor,

Third Floor, Terrace Floor (all floor).

23 Applying general insecticide pest control treatment to

floors,cupboards etc including labour materials etc.

Using Imidacloprid 30.5 SCas Per IS 6313 part -II(

(0.075% concentration by mass) is recommended

10.5ml chemical diluted with 5 liters of water

application 0.5 litre chemical /Sqm of surface is

recommended as per I.S.

24 Brick work using common burnt clay building brick

having crushing strength not less than 35 kg/sq. cm. in

5.50 Cmt Foundation And Plinth in cement mortar 1:6 ( 1 4214.33

Cement: 6 fine sand) (B) Convention for Ground Floor

25 Brick work using hydraulically pressed common burnt

clay building brick having crushing strength not less

than 35 kg/sq. cm. in super structure above plinth level

up to floor two level in cement mortar 1:6 ( 1 Cement:

6 fine sand) (B) Convention for Ground Floor

26 Brick work using pressed common burnt clay building

brick having crushing strength not less than 35 kg/sq.

25.50 cum cm. in super structure above plinth level up to floor 4545.16

two level in cement mortar 1:6 ( 1 Cement: 6 fine sand)

(B) Convention for First Floor

27 'Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

coarse sand ) in (B) Conventional Ground Floor

28 Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for

332.50 Smt. interior plastering upto floor two level and finished 161.20

even and smooth in (ii) Cement mortar 1:4 (1-cement

:4-sand) Ground Floor

29 Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for

99.00 Smt. interior plastering upto floor two level and finished 185.76

even and smooth in (ii) Cement mortar 1:4 (1-cement

:4-sand) First Floor

30 Providing 10mm thick cement plaster in single coat on

brick/conceret wall for interior plastering finished even

132.00 Smt. and smooth (ii) cement mortar 1:4(1 Cement :4-Sand) 148.32

31 'Providing & laying10 mm. thick cement plaster in

single coat on fair side of ceilings for interior

66.00 Smt. plastering upto floor two level and finishing with 171.25

smooth mala plaster.(i) Cement mortar 1:4 (1 cement :

4 sand) First Floor

32 20 mm thick sand faced cement plaster with on wall

upto all height above ground level consisting 12 mm

thick backing coat of c.m. 1:3 (1 cement : 3 sand ) and

8 mm thick finishing coat of cm 1:1 (1 cement : 1 sand)

etc. complete.Upto Ground Floor to Terrace(LMR)

33 Providing throating or plaster drip and moulding to

R.C.C. Chhajja.

34 Providing and laying polished Granite Slab 18mm

thick in Flooring laid 20mm thick Cement Mortar 1:4

46.90 Smt. (1-Cement : 4-Coarse Sand) and jointed with Grey 2377.54

Cement Slurry including full molded round front edges

, rubbing and polishing etc. complete.

35 Providing and laying polished Granite Slab 18mm

thick in Risers of steps Dedo, window sill, jembs and

pillars laid 10 mm thick Cement Mortar 1:4 (1-Cement

: 4-Coarse Sand) and jointed with Grey Cement Slurry

including full molded round edges , rubbing an

36 Providing and laying Vitrified tiles 8 to 10 mm thick

24'' x 24'' in flooring treads of steps and landing laid

123.50 Smt. on a bed of 12mm thick cement mortar 1:3 (1-cement : 1120.36

3-coarse sand ) finishing with flush pointing in white

cement.Soluble Salt PVT. Tiles in All Rooms.

37 Providing and laying Vitrified tiles 8 mm thick , 24'' x

24'' in skrting risers of steps and dedo on 10mm thick

22.00 Smt. cement plaster 1:3 (1-cement : 3-coarse sand) and 1195.02

jointed with white cement slurry Soluble Salt PVT.

Tiles in All Rooms.

38 Providing and fixing 37 mm thick flush door both sides

laminated andshutter fabricated from 35 mm thick solid

core malemine faced three layered pre laminated flat

pressed wood based exterior grade bonded BWP/BWR

synthetic resin having stamped IS 12823 gra

39 Providing and fixing window having extruded

aluminum Colour anodized section frame main outer

size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt

horizontal Three track member size 92mm x 31.75mm

x 1.30mm,@ Wt.1.07 Kg/mt , vertical member of size

92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with

two sliding shutters of horizontal member size

mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical

member of size 40mm x 18mm x 1.29 mm @ wt.of

0.456Kg/mt/ with one mosquito net 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

40 Providing and fixing standared extruded of alluminium

section of size 63mm x 38.10mm x 1.2mm (Wt.

0.50 Smt. Kg/mt) with colour anodized alluminium frame for 1175.55

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

41 Providing and fixing M.S. grill of required pattern of

windows etc. with M.S.. flats at required spacing and

405.00 Kg frame alround square or round headed bolts and nuts or 117.16

by screws.including applying a priming coat of red lead

paint and two coats of oil painting

42 Applying two coats of Birla (white cement based) or

(acrylic lapy- putty) or equivalent & two coats of

primer of approved brand and manufacture on new

wall surface to give an even shade including

thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered

431.50 Smt. smooth. with Wall painting (three coats) with plastic 130.64

emulsion paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brushing the surface free from

mortar droppings and other foreign matter and sand

papered smooth. smooth.

43 'Applying two coats of Birla (white cement based) or

(acrylic lapy- putty) or equivalent & two coats of

primer of approved brand and manufacture on new

Ceiling surface to give an even shade including

thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered

smooth. Ceiling painting (three coats) with plastic

emulsion paint of approved brand and manufacture on

undecorated Ceiling surface to give an even shade

including throughly brushing the surface free from

mortar droppings and other foreign matter and sand

papered smooth.

44 Finishing wall with weather proof 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

291.50 Smt. materials.etc complete. Priming: Apply a liberal coat of 166.65

exterior acrylic primer and allow it to dry for 4-5 hours.

Application of putty is not recommended. Minimum 4-

6 hours duration is required between each coat of

weather shield max paint

45 Applying priming coat over new steel and other metel

surface after and including preparing the surface by

throughly cleaning, oil,grease, dirt and other foreign

matter and scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed priming

27.00 Smt. paint brushing red lead. and Painting two coats 128.62

(excluding priming coat) on new steel and other metal

surface with enamel paint, brushing, interior to give an

even shade including cleaning the surface an even

shade including cleanicn the surface of all dirt, dust

and other foreign matter.

46 Steel work welded in built up sections, framed work

including cutting, hoisting, fixing in position and

15.32 Quintal applying a priming coat of red lead paint :- (A) In 9108.48

beams and joints channels angles, column, tees, flats

with connecting plates or angle cleats as in

47 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

77.00 Smt. G.I. limpet washer. filled with white lead complete 734.19

excluding the cost of purlins, Rafters and Trusses.(1)

0.80 mm thick sheet.

48 Providing and fixing Stainless Steel railing having

mm dia hollow stainless steel pipe as hand rail and

8.00 Rmt. mm dia hollow stainless steel pipe with combination of 3101.71

10 cm long 16mm dia pipe as per virtical supports

mm dia hollow stainless steel pipes.

49 Providing and laying integral cement based water proofing

treatment including preparation of surface as required for

treatment of roofs, balconies, terraces etc. consisting of following

operations. (a) Applying and grouting a slurry coat of neat cement

using 2.75 kg/sqm of cement admixed with proprietary water

proofing compound comforming to IS:2645 over the R.C.C. slab

including cleaning the surface before tratment. (b) Laying cement

concrete using broken bricks/brick bats 25 mm to 100 mm size

with 50% of cement mortar 1:5 (1 Cement : 5 Coarse sand)

55.50 Sqmt admixed with proprietary water proofing compound conforming to 880.72

IS:2645 ,brick bats is finally covered by jointless cement plaster

20mm th. in C.M. 1:4 added with special water proofing

compound confirming to IS:2645 & top smooth finished with

trowel with false chequered marking of 300 mm.size.The

treatment is carried along the vertical surface of the parapet &

other adjoining wall up to height of about 300 mm in a shape of

quarter round vata Incl. curing etc.

50 Providing and constructing sandwitch type Granite

stone top & bottom Kota Stone platform 0.6 mt. wide

2.00 Rmt. & 0.75 mt. height, including front granite stone patti of 3589.54

10 cm wide, vertical partitions of Kota stone with

cement Mortar(1:1) as required comp as per

51 Providing and fixing wash down water closet (European

type, W.C. Pan) with integral P or S trap including jointing

the trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-

fine sand) (Seal and cover to be measured and paid for

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

Providing and fixing 12.5 Litres low level flushing cistern

with a pair, of C.I. or Mild brackets, complete with fittings

such as lead valve less syphon, 15mm nom.nal size brass

ball valve with polythene float, C.P brass handle unions and

couplings for connections, with inlet, outlet and overflow

2.00 Nos. pipes, 40mm dia.porcelain enamelled flush bend including 4327.53

cutting holes in walls and making good the same connecting

the flush bend with cistern and closet (overflow pipe to be

measured and paid for separately)(A) Vitreous China (I) In

white colour, Providing and fixing plastic seat and cover for

wash down water closer with C.P. brass hinges and rubber

buffers. (B) Black plastic seal and cover, With Jet spray

heavy duty with S.S. Brai

52 Providing and fixing washbasin with single hole for

pillar tap with C.I. or M.S. brackets painted white

2.00 Nos. including sutting holes and making good the Providing 2461.70

and fixing C.P. brass waste for washbasin or sink. (A)

32mmdia.,Providing and fixing pillar tap,

53 Providing and fixing PVC SWR Nahni trap IS

for drain - 100 mm diameter with jali of the following

4.00 Nos. nominal diameter of self cleansing design with C.I 599.64

scread down or hinged grating including the cost of

cutting and making good the walls.

54 Providing and fixing screw down bib taps of following

size.(A) Brass screw down bib tap polished bright.

4.00 Nos. (i) 15mm dia. 186.83

55 Providing & fixing of overhead shower 80 mm (3”) dia

with 3 flow with Overhead Shower arm 200 mm with

wall flange complete (i) 15mm dia.,Providing and

fixing brass screw down stop tap.(A) 15mm dia.

56 'Providing and fixing Kitchen sink with C.I. or M.S.

brackets, painted white including cutting holes in walls

2.00 No and making good the same (C) S.S. & Sink.(i) 600mm 3204.92

x 450mm x 150mm size with Providing and fixing C.P.

brass waste for washbasin or sink. (A)

57 ' Providing and fixing 600mm x 450mm bevelled edge

mirrror of superior glass mounted on 6mm thick A.C.

sheet or plywood sheet and fixing to wooden pluge

with C.P. brass screws and washers.

58 'Providing and fixing C.P. brass towel rail comlete with

4.00 No C.P. brass brackets fixed to wooden plugs with C.P. 616.42

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

59 'Providing and fixing 600mm x 120mm glass shelf with

4.00 Nos. C.P.brass bracket and guard rail complete mixed to 544.51

wooden plug with C.P. brass screws

60 Providing and fixing Gun metal check or non-return

fullway wheel valve. 25mm. dia.

61 'Providing and fixing Gun metal check or non-return

fullway wheel valve. 40mm. dia.

62 Providing and fixing chromium plated brass half trun

4.00 Nos. flush cock of approved quality including fixing in pipe 263.77

line etc. complete.(ii) 25mm dia.

63 Providing and fixing ball cock of approved. quality as

1.00 Nos. directed.(B) Abonite (ii) 25mm dia. 132.89

64 Providing laying and jointing in true line and level 15mm

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two

21.00 Rmt metre C/C or shall be concealed as directed including 72.65

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials.

65 Providing laying and jointing in true line and level 25mm

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two

46.00 Rmt metre C/C or shall be concealed as directed including 91.84

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials.

66 Providing laying and jointing in true line and level 50mm

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two

10.00 Rmt metre C/C or shall be concealed as directed including 195.67

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials.

67 Providing, laying and jointing in true line and level

110mm diametre U.P.V.C (Type B) conforming to IS

13592-1992 with one end plain and other end socketed

with rubber ring, & fittings conforming to ISI 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

12.00 Rmt of the size 110 mm diametre x 149 mm length x 145 mm 878.57

heigh at every 2000 mm center to center or shall be

concealed 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.

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

brick masonry chamber and water tight C.I. cover with

2.00 Nos. frame of 300mm x 300mm size (inside) with standard 1246.92

weight.(i) Square mouth traps.(B) 150mm x 100mm size

69 Constructing Brick masonry road gully chamber

500mm x 450mm x 600mm including 500mm x

3.00 Nos. 450mm C.I. horizontal grating wih frame complete. 2017.19

70 Constructing brick masonry chamber for underground

C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5

C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to

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

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

3.00 Nos. cement :2- coarse sand :4-graded stone aggregate 2932.93

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 450mm deep for single pipe line.

71 Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes I.S.

12.00 Rmt class NP2 of the following internal diameter with 257.19

collars and butt ends prepared for collar joints

including testing of joints complete. (B) 150 mm dia.

72 'Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes I.S.

10.00 Rmt class NP2 of the following internal diameter with 359.84

collars and butt ends prepared for collar joints

including testing of joints complete.(C) 250 mm dia

73 'Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes I.S.

10.00 Rmt class NP2 of the following internal diameter with 678.02

collars and butt ends prepared for collar joints

including testing of joints complete.(D) 300 mm dia

74 Providing & fixing G.I. Rain water spout of 50 mm.dia

& 30 cm length etc.

75 Providing and fixing in position cowel went to

pipes.(C) 100mm dia

76 Providing erecting and fixing double coated PVC.

(ISI) water tank of required capacity each with all

1000.00 Lit. necessary fittings and connection etc. complete on 3.95

Rs. Twenty Nine Lack Nine Thousand Ninty Two and Paise Seventy Three Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent should

be written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works

*Estimated amount *Estimated amount

put to tender Rs. _____________ put to tender Rs. _______________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note 1:- All Works shall be carried out as per Public Work Department Handbook and other

specification of Division or as Directed.

Note 2 :- All the columns Is Schedule Should be filled in ink and the total of the entries in the last

column should be struck by the contractor under his signature.

Note 3:- Rates Quated include clearance of site (prior commencement of work and at its close) in all

respect and hold good for work under all conditions, site, moisture, weather etc.

Note 4:- to be continued on additional sheets , if found necessary.

Note 5:- The above Schedule Rates are Excluded GST.

Signature of Bidder Deputy Executive Engineer,

Panchayat ( R & B ) Sub Division,