Construction Panchayat Ghar at Village. Patanvav Ta.Dhoraji Dist. Rajkot(Gram Panchayat Having population more than 5000 to 10000)

Name of Work: Construction Panchayat Ghar at Village. Patanvav Ta.Dhoraji Dist. Rajkot(Gram Panchayat Having

population more than 5000 to 10000)

Taluka:- Dhoraji Rajkot

Bill Of Quantities

Item Item of Work Tendered Total Amount

Item Item of Work Tendered Total Amount

No. Quantity In according to

Unit Figures Estimated

1 Excavation for foundation upto 1.5 m. depth incl. sorting out 183.00 Cum 212.52

stacking of seful materials and disposing off the excavated

stuff upto 50mt lead.(A) Loose or soft soil

2 Filling in plinth with sand under floors incl. watering 40.00 Cum 477.31

ramming consolidating and dressing etc.comp.

3 Providing and laying Cement concrete 1:4:8 (1 cement:4 21.00 Cum 2739.86

coarse sand:8 Graded Stone Agg. 40 mm nominal Size ) &

Quaring etc. complete. Excluding cost of form work in

(A)Foundation & Plinth

4 Provdg & laying cement concrete 1:1.5:3 (1cement : 1.5 23.00 Cum 5197.36

coarse sand :3 graded stone aggregated 20 mm nominal size)

and curing complete excluding cost of form work and

reinforcement for reinforced concrete work in (A)

Foundation, footings, of columns and mass concrete

5 Brick work using common burnt clay building bricks having 21.00 Cum 4345.62

crushing strength not less than 35 kg/ sq. C.M. In foundation

and plinth in cement mortar 1:6 ( 1cement : 6 fine sand)

6 Brick work using common burnt clay building bricks having 51.00 Cum 4389.05

crushing strength not less than 35 kg/ sq. C.M. In foundation

and plinth in cement mortar 1:6 ( 1cement : 6 fine sand) in

super structure

7 Providing and laying ordinary Cement concrete 1:1.5:3 (1 3.00 Cum 10219.39

Cement 1.5 coarse sand 3 graded stone agg. 20 mm nominal

size) for RCC lintel including finishing smooth with curing

etc. complete includiong the cost of formwork but excluding

the cost of reinforcement.

8 Providing and laying ordinary cement concreate 1:1.5:3 (1 21.00 Cum 7665.60

Cement : 1.5 coarse sand : 3 graded stone aggregates 20mm

nominal size) and curing complete Including cost of form

work in (i) Beam Having cross-sectional area 0.08 to 0.12 sq.

9 Provdg & laying cement concrete 1:1.5:3 (1cement : 1.5 2.20 Cum 6660.13

coarse sand 3 graded stone aggragate 20 mm nominal size) for

reinforced concrete chhajjas not exceeding 10 cm. Thickness

upto floor two level including finishing the exposed surfaces

with cement mortar 1:3 (1 cement : 3 fine sand) to give a

smooth and even surface centering and form work and curing

complete excluding cost of reinforcement

10 Provdg & laying Ordinary cement concrete 1:1.5:3 (1cement : 24.00 Cum 6888.15

1.5 coarse sand 3 graded stone aggragate 20 mm nominal

size) and finishing the smooth with curing etc. complete

including the cost of formwok but excluding the cost of

reinforcement for RCC work in (II) slabs having more than

cm and upto 13 cm thickness.

Item Item of Work Tendered Total Amount

Item Item of Work Tendered Total Amount

No. Quantity In according to

Unit Figures Estimated

11 Provdg & laying Ordinary cement concrete 1:1.5:3 (1cement : 6.00 Cum 12335.51

1.5 coarse sand 3 graded stone aggragate 20 mm nominal

size) and finishing the smooth with curing etc. complete

including the cost of formwok but excluding the cost of

reinforcement for RCC work in (II) COLUMNS (i) Having

cross sectional area 0.05 to 0.08 Sq.M

12 Providing TMT Bar FE 500D reinforcement for R.C.C. work 8670.00 Kg 77.29

including bending, binding and placing in position complete

upto floor two level

13 Providing 15 mm thick cement plaser in single coat on brick/ 423.00 Sqmt 188.98

concrite wllas for interiar plastering up to floor two lecel

finished even & smooth in (II) cement mortar (l cement :

sand) Including finishing with a floating coat of neat cement

14 Provdg. 10 mm th. Cement plaster in single coat on 151.00 Sqmt 141.92

brick/concrete walls for interior plastering up to floor two

level & finished even & smooth in (1) cement mortar 1:3 (1

cement : 3 sand)

15 20 mm thick sand faced cement plaster on walls upto height 305.00 Sqmt 330.72

10 meters above grouund level consisting of 12 mm thick

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

finishing coat of C.M.1:1 (1 Cement 1 Sand) Watering curing

16 Providing and laying 24” x 24” Vitrified 8 mm thick Tile 107.00 Sqmt 1546.85

flooring over 20 mm (Avg) base of C.M. 1:6 on new surface

or fixing on Extg. Flooring by adhasive material incl.

Dismentalling of extg. Flooring & jointed with colour cement

slurry finished with flush pointing & cleaning the surface etc.

complete for light shade.

17 Providing and laying Vitrified tiles 8 to 10 mm thick in 8.00 Sqmt 1195.02

skrting risers of steps and dedo on 10 mm thick cement

plaster 1:3 (1 Cement 3 coarse sand) and jointed with white

18 Providing and laying 24” x 24” Vitrified 8 mm thick Tile 41.00 Sqmt 1472.91

flooring over 20 mm (Avg) base of C.M. 1:6 on new surface

or fixing on Extg. Flooring by adhasive material incl.

Dismentalling of extg. Flooring & jointed with colour cement

slurry finished with flush pointing & cleaning the surface etc.

complete for antiskit

19 Providing & laying broken china mosaic flooring for terrace 53.00 Sqmt 779.70

using 12 mm to 20 mm broken places of glazed tiles to be laid

over cement morter 1:3 in plain or slope and to be tempered

to bring mortar crème out up to surface using white cement

including rounding off junction and extending them up to

cm along thee well cleaning with water and oxalic acid as

Item Item of Work Tendered Total Amount

Item Item of Work Tendered Total Amount

No. Quantity In according to

Unit Figures Estimated

20 Provdg. & laying white glazed tiles 6 mm th. In flooring, 5.94 Sqmt 964.48

treads of steps & landings laid on a bed of 12 mm th. Cement

mortar 1:3 (1cement : 3 coarsesand finished with flush

pointing in white cement.

21 Provdg. & laying white glazed tiles 6 mm th. In flooring, 30.00 Sqmt 1127.48

treads of steps & landings laid on a bed of 10 mm th. Cement

mortar 1:3 (1cement : 3 coarsesand finished with flush

pointing in white cement

22 Providing and fixing 35MM thick shutters for Doors,windows 16.00 Sqmt 5338.30

and cleristory window including indian teak wood frames

10cm/7cm size including anodized alluminium fixtures and

fastening including primer coat of approved quality and two

coat of oil painting etc complete(ii) Fully panelled

23 Providingg and fixing extruded aluminium windows having 14.40 Sqmt 1583.95

extruded aluminium colour anodized section frame main outer

size 95 mm x 24 mm x 1.17 mm (of jindal section No.

@ Wt. 0.738 Kg/ mt) horizontal four trak member size 92 mm

x 31.75 mm x 1.30 mm (of jindal section No. 8688@ Wt.

1.07Kg/ mt) vertical member of size 92 mm x 31.75 mm x

1.50 mm (of jindal section No. 8933 @ Wt.1.06 Kg/ mt) with

sliding shutters of horizontal member size 40 mm x 18 mm x

1.29 mm (of Jindal Section no. 8947 @ wt. of 0.456 Kg/ mt)

Vertical member of size 40 mm x 18 mm x 1.29 mm ( of

Jindal section No. 8949 @ Wt. of 0.456 Kg/ mt) with 5 mm

thick transparent bronze colour tinted float glass with powder

coated aluminium silicon sealant glass fixing to frame as per

details etc. complete.

24 Providingg and fixing extruded aluminium windows having 3.60 Sqmt 1713.70

extruded aluminium colour anodized section frame main outer

size 63.50 mm x 38.10 mm x 1.95 mm (of jindal section No.

4605 @ Wt. 1.094 Kg/ mt) horizontal four trak member size

61.85 mm x 31.75 mm x 1.20 mm (of jindal section No.

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

31.75 mm x 1.30 mm (of jindal section No. 8758 @

Wt.0.0.659 Kg/ mt) with sliding shutters of horizontal

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

no. 8949 @ wt. of 0.456 Kg/ mt) Vertical member of size

mm x 18 mm x 1.29 mm ( of Jindal section No. 8948 @ Wt.

of 0.457 Kg/ mt) Section 8948 @ Wt. 0.457 Kg/ mt) with

mm thick transparent bronze colour tinted float glass with

powder coated aluminium silicon sealant glass fixing to frame

as per details etc. complete.

25 Providing and fixing standard extruded of alluminium section 1.50 Sqmt 1175.56

of size 63 mm x 38.10 mm x 1.20 mm (jindal section 2434 @

Wt. 0.643 Kg/mt) with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as details etc.

complete. For Ventilation

Item Item of Work Tendered Total Amount

Item Item of Work Tendered Total Amount

No. Quantity In according to

Unit Figures Estimated

26 Applying two coats of Birla or Asian acrylic lapy (putty) & 558.00 Sqmt 40.59

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 otheer

foreeign matter and sand papered smooth.

27 Wall painting (Three coats) with plastic emulsion paint of 558.00 Sqmt 132.00

approved brand and manufacture on undercoraed wall

surfaces to give an even shade incl. thoroughly brushing the

surface free from mortar dropings and other foreign matter

and sand papered smooth

28 Finishing wall with weather proof exteriod emulsion paint on 327.00 Sqmt 122.14

wall surface (Two coats) to give an required shape even shade

after thoroughly brushing the surface to reemove all dirt and

remains of loose powdered materials etc. complete.

29 Provdg. & fixing water closet squatting pna (Indian type 3.00 No. 1034.15

W.C. Pan) size 580 mm (Earthwork, bed concrete, foot rests

and trap to be measured and paid for separately).(A) Vitreous

China :(I) In white colour

30 Provdg. & fixing 100 mm size P or S trap for water closet 3.00 No. 348.22

squatting pan incl. Jointing the trap with the pan & soil pipe

in cement mortar 1:1 ( 1 cement : 1 fine sand) (A) Vitreous

31 Providing. & fixing wash basin with single hole for pillar tap 2.00 Rmt 2079.69

with C.I. or M.S. brackets painted white incl. Cutting holes

and making good the same but excluding fittings.(A) Vitreous

China : (II) Flat back washbasin 550 mm x 400 mm size (I) In

white colour including C.P. Brass west , West pipe, Stop tap

32 Providing laying and jointing in true line and level UPVC 40.00 Rmt 72.65

pipe (SCH-40) of following dia. Including fittings of standard

make as approved by Engineer in charge pip[e shall be fixed

on the wall with the help of clamp at every 2000 mm center to

center or shall be concealed as directed including necessary

fittings etc. cincluding testing of pipe and joints and fixing the

same with adhesive solvant, including cost of all materials (A)

33 Providing laying and jointing in true line and level UPVC 100.00 Rmt 91.84

pipe (SCH-40) of following dia. Including fittings of standard

make as approved by Engineer in charge pip[e shall be fixed

on the wall with the help of clamp at every 2000 mm center to

center or shall be concealed as directed including necessary

fittings etc. cincluding testing of pipe and joints and fixing the

same with adhesive solvant, including cost of all materials (C)

34 Providing & fixing screw down bib taps of following size(A) 5.00 No. 214.81

Brass screw down bib tap polished bright (ii)20 mm dia

Item Item of Work Tendered Total Amount

Item Item of Work Tendered Total Amount

No. Quantity In according to

Unit Figures Estimated

35 Providing & fixing PVC SWR Nahni trap Is 14735 for drain 3.00 No. 614.19

100 mm diameter with jali of the following nominal diameter

of self cleansing design with CI scread down or hinged

grating including the cost of cutting and making good the

36 Provdg. & fixing S.W. Gully trap with C.I. grating brick 2.00 No. 1292.19

masonary chamber & water tight C.I. cover with frame of

mm x 300 mm size (inside) with standard weight (A) 100 mm

x 100 mm size P-type.

37 Provdg. & fixing to wall ceiling and floor 10.0 kg.F/cm2 50.00 Rmt 280.23

(UPVC) working pressure polythelene pipes of the following

outside dia, low density, complete with special flange

compressiong type fittings, wall clips etc. incl. Making good

the wall ceiling and floor.(A) 110 mm

38 Provdg. & fixing to wall ceiling and floor 6.0 kg.F/cm2 50.00 Rmt 339.05

(UPVC) working pressure polythelene pipes of the following

outside dia, low density, complete with special flange

compressiong type fittings, wall clips etc. incl. Making good

the wall ceiling and floor.(A) 110 mm

39 Construction underground sock well 1.50 m diameter & 3 mt 1.00 No. 24218.79

in depth with Honey comb Brick masonary having crushing

stg. Not less than 35 Kg/ sqmt in C.M. 1:5, 0.35 m thick at

bottom 1.50 mt & 0.23 mt thick 1.00 m of honey comb

masonary and 0.23 m thick 0.50 m Ht at top level RCC 1:2:4

slab 0.10 m thick of top including inspection gap 0.60 m x

0.45 m and cover Ready made F.R.c. cover whole work as per

instruction of Engineer in charge etc. complete

40 Construction of an underground masonary water tank of size 2000.00 Ltr 16.18

2m x 1m x 1m & 2000 litre capacity as per approved design &

drawing etc. complete.

41 Providing & fixing double coated Syntex or equivalent PVC 1000.00 Ltr 3.95

(ISI) water tank or required capacity each with all necessary

fittings and connection etc. complete on terrace.

42 provdg & fixing M.S. grills of required pattern to wooden 1014.00 Kg 114.44

frames of window etc. with M.S. flats at required spacings

and frame alround, square or round bars with round headed

bolts and nuts or by screws (A) plain grill

43 Painting Two coat (Excl.piming coat) on previously painted 34.00 Sqmt 69.15

steel & other metal surfaces with synthetic enamel paint

brushing to give an even shade incl. Cleanig the surface of all

dirt, dust and other foreign matter.

44 Provdg. & fixing gun metal check or nonreturn full way 2.00 No 420.63

wheel valve. (C) 25 mm dia.

Item Item of Work Tendered Total Amount

Item Item of Work Tendered Total Amount

No. Quantity In according to

Unit Figures Estimated

45 Construction brick masonary chamber for underground C.I. 4.00 No 2932.93

Inspection chamber and beds with bricks having crushing

strength not less 35 Kg.Sq/Cm.2 in C.M.1:5 C.I. cover wtih

frame (Light duty) 455 x 610 mm mm internal diamensions

Total Wt. of cover with frame to be not less than 38 Kg.

(Wt.of cover 23 Kg. and wt. fof rame 15 Kg.s RCC top slab

with 1:2:4 mix foundation concrete 1:5:10 inside plaster

plaster 15 mm th. with C.M.1:3 finished smooth with a

floating coat of neat cement on walls and bed concrete (i)

Inside Dimension 455mm X 610mm and 450mm deep for

single pipe line (upto 10 tone)

46 roviding and fixing pre-cast Rubber Dye inter locking 189.70 Sqmt 689.07

concrete block 60 mm thick with grade of concrete M-300

pnumatic compressed/vibrated mechanically and as per

approved design confirming to IS 15658-2006 including

mm sand layer for levelling and filling the joint with sand in

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

47 Providing & Fixing Acrylic sheet name board size 2.00 mt x 1.20 No. 1515.00

0.60 sqm. With painting letters Indicating Gram panchayat

office / Village/ Taluka/ Dist. Etc. as directed by Adm.

Department etc. with all required material & Labour comp

48 Providing & Fixing 4.50 Kg Co2 type Fire Extinguisher with 2.00 No. 5555.00

all required equipment & Labour comp.

49 Providing & Fixing 6.00 Kg ABC type Fire Extinguisher with 4.00 No. 2525.00

all required equipment & Labour comp

50 Point wiring for light / bell with 2-1.0Sqm and earth wire of 48.00 Point 320.17

1.0 Sq.m (Green) both are of ISI marked FR PVC insulated

multistand copper wire in existing pipe duly erected complete

with 6 A Tissino type ISI marked Flush Type Switch / Bell

push and accessories erected on metal / PVC box covered

with 3 mm thick PC /Acrylic sheet with necessary lamp

holder/ ceiling Rose / H.D. connection as Directed (A) with

medium class Rigid PVC pipe and accessories eraected

Concealed in Wall/Ceiling complete Cat II

Item Item of Work Tendered Total Amount

Item Item of Work Tendered Total Amount

No. Quantity In according to

Unit Figures Estimated

51 Point wiring for Indenpendent Plug with following size mains 3.00 Point 319.16

earth wires of 1.5mm (Green) both are of ISI marked 1.1kv

grade FRLS PvC insulated multistraned copper wire in

following type of pipe to be erected concealed in / Flush on

wall / Ceiling complete with ISI marked 3/5 Pin socket and

Tissino type switch erected with earth continuty connection

erected with on metal / Pvc box covered with 3mm thick PC /

Acrylic sgeet (A) For 2-1.5Sqm Cu.mains (a) with medium

class rigid PVC pipe and accesories eraected Concealed in

Wall/Ceiling complete

52 Point wiring for Looped Plug with Tissino Type Single pole 9.00 Point 61.61

ISI Marked switch and socket erected with necessary

connections erected on wooden / Metal / Pvc Box covered

with 3mm concealed wiring for following size (A) For

53 Mains With 1.1 KV FRLS PVC insulated ISI Marked 100.00 Rmt 59.59

Standard Copper Conductor wire in following Type of Pipe to

be erected Concealed in / Flushed on wall/ Ceiling with

Sq.mm Copper Conductor FRLS PVC Insulated Standered

wire of Green Colour for Earth continuty of following size.

(A) With Medium class Rigid PVC Pipe and Accessories. (a)

2 wire 1.5 Sq.mm

54 Providing and erecting following Shock proof Tissino type 9.00 No. 209.07

accessories erected on 3mm thick PC (Polycarbonate) Sheet

in pvc /metal box erected on wall / ceiling (14) Electronic

Hum Free EME Socket Type Step Fan Regulator.

55 Providing and Erecting Switch board for computer or electric 7.00 No. 318.15

apparatus consisting of following items in singles board with

3mm thick PC / Acrylic Sheet erected as directed 1 no.6A /

16A Universal Plug Switch combined 4nos. 6A switch 4nos.

6A 5 pin plug. (A) For Tissino type accessories .

56 Bakelite Adopter for holder to be erected. 23.00 No. 9.09

57 Decorative call Bell Ting Tong Box Type 250 Volts complete 4.00 No. 68.68

58 Supplying and erecting LED indoor fittings with LED 23.00 No. 238.36

sofwattage 0.2 Wattto 0.5 Watt assemble donsingle MCPCB

with housing use dasaheat sink shall be made of thick sheet

conformingtoIS:513/CRCA/aluminiumdiecastpowdercoateda

ndhighU.V.&corrosionresistancewithdiffuserwithcompanyma

rk/name160Vto270V,PowerFactor more than 0.95, THD <

15%,CCT 3000 K to 6500K, Luminaire efficacy>

lumens/watt ,LED LED driver efficiency >

%(fittingrequiredLM-79&LM-

80Certificates)(NOTE:Belowdescriptionhaveshownrangesof

WattagecapacityofLEDfittings.TheEngineerinchargemayselec

tanywattage capacity between the ranges shown.)12-

14Watts,Surge-2KV,IP-20,conventional 4 feet

Item Item of Work Tendered Total Amount

Item Item of Work Tendered Total Amount

No. Quantity In according to

Unit Figures Estimated

59 Providing Approved make double pole cast iron clad switch 4.00 No. 479.75

and rewirable Fuse 240 / 250 V Confirming to IS (b) 32 A

60 Erection and Connection Chages for 16 Amp / 32 Amp. DPS 8.00 No. 112.11

following (a) On angle iron frame duly painted with Red

61 Providing and Erecting Two way Centre off Double Pole 6.00 No. 518.13

MCB Change over Switch (IS 13947-3 / IEC 60947-3) in

Existing Box. (a) For 25 Amp. CAt II.

62 Providing and erecting Pipe type earthing with 40mm dia 2.5 2.00 No. 823.15

mtr long 'B' grade G.I. pipe with necessary coupling buch

buried in specially prepared earthpit & G.I.earth wire of 8SW

Gerected & connected as directed (For panel)

63 For using Salt Charcoal /Coke as required for pipe type 2.00 No. 171.10

64 Providing and Erecting Approved make Ceiling Fan with 8.00 No. 1596.81

Double ball bearing ISI Mark with condensar A.C. 230 V.

C/s 1200mm Sweep complete canopy and 30 Cms. Down Red

erected on existing hook or clamp with 24/0.2,3 Core Flexible

wire with earthing. (Make shall be Approved by Engineer In

65 Supplying Erecting Approved make Bracket Fan of ISI Mark 6.00 No. 2105.85

with 230 Volt A.C., 50 Cy/S 400/450 mm Sweep complete on

wall or with lead cores and connections complete. (Make shall

be Approved by Engineer In Charge) Category I.

66 Charges of new Electric Connection 1/3 Phase 4 Wire.( As 1.00 No. 6161.00

Rupees Twenty Nine Lakhs Eleven Thousand Three Hundred Fifty Six & Paise Fifty Four Only

I/we am / are willing to carry out the work at % above / below the estimated rates (percentage should be written in

words and figures % above / below) the estimated rates as mentioned above. Amount of My / Our tender works

1) Estimated amount put to Tender : Rs 29,11,356.54 1) Estimated amount put to Tender : Rs

2) Deduct % below Rs. . 2) Add % Above Rs. .

3) Net Amount of Tender Rs. . 3) Total Amount of Tender Rs.

3) Net Amount of Tender Rs. . 3) Total Amount of Tender Rs.

4) In words Rs. . 4) In words Rs.

* (Please strike out whichever is not applicable)

1) The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which

no extra payment shall be made.

2) The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3) GST and Income tax TDS will be deducted at a source while making payments of bills

Item Item of Work Tendered Total Amount

Item Item of Work Tendered Total Amount

No. Quantity In according to

Unit Figures Estimated

4) In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the

Deputy Executive Engineer Signature of the Executive Engineer :

Panchayat R&B Sub Dn