Cdp-5 2026-27 Construction Of Panchayat Bhavan At Village: Nava Rataniya ,Ta. Mandvi, Di. Surat

Name of work:-CDP-5 2026-27 Construction of Panchayat Ghar At Village Nava Rataniya Ta.Mandvi Di.Surat

Bill Of Quantities (A)

Percentage Rate Tender

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 95.00 CMT. 122.94

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (A)

Loose or soft soil ' ( I ) 0 To 1.5 mt. Depth

2 Excavation for foundation upto 1.5 m to 3.0 m depth 54.00 CMT. 136.47

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter lead. (A)

Loose or soft soil ' ( II ) 1.5 To 3.0 MT Depth

3 Filling available excavated earth (Including rock in trenches 127.00 CMT. 136.92

plinth, sides of foundations etc. in layers not exceeding 20 cm.

in depth consolidating each deposited layer by ramming and

4 Providing & filling in plinth with murrum or yellow soil or 17.10 CMT. 301.78

selected soil in layers of 20 cm. Thickness. Incl. watering,

ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including watering 8.55 CMT. 481.80

ramming, consolidating and dressing complete '(A)

Foundation and plinth

6 Providing and filling rubbles including hand packing and 16.13 CMT. 1094.11

filling interstices with quarry spalls behind abutments and

between returns as directed.

7 Providing and laying cement concrete 1:2:4 (1-Cement : 2- 13.09 CMT. 3923.85

coarse sand : 4- hand Machine crushed stone aggregates

mmnominal size) and curing complete including cost of

formwork in (A) PCC

8 Providing and laying controlled cement concrete M.250 and 15.22 CMT. 4494.50

curing complete inculding 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 2.62 CMT. 8226.45

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in All Types of Column D) Column, Pillers, posts and

struts , upto Plinth

10 Providing and laying controlled cement concrete M.200 and 3.73 CMT. 8191.10

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in All Types of Column D) Column, Pillers, posts and

struts, upto Ground Floor

11 Providing and laying controlled cement concrete M.200 and 3.30 CMT. 8232.06

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in All Types of Column D) Column, Pillers, posts and

struts, upto First Floor

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

12 Providing and laying controlled cement concrete M.200 and 0.50 CMT. 8273.02

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in All Types of Column D) Column, Pillers, posts and

struts, upto Terrace Floor

13 Providing and laying controlled cement concrete M.250 and 4.88 CMT. 5985.26

curing complete inculding the cost of formwork but

Excluding the cost of the cost of reinforcement for reinforced

concrete work in Beams. (E) Beam, upto Plinth

14 Providing and laying controlled cement concrete M.200 and 5.92 CMT. 6406.43

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in All Types of Beams,(E) Beam, Ground Floor

15 Providing and laying controlled cement concrete M.200 and 4.86 CMT. 6447.39

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in All Types of Beams,(E) Beam, First Floor

16 Providing and laying controlled cement concrete M.200 and 7.04 CMT. 6351.89

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in All Types of Slab,All Thickness (C) Slab upto Plinth

and Ground Floor

17 Providing and laying controlled cement concrete M.200 and 5.90 CMT. 6392.85

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in All Types of Slab,All Thickness (C) Slab for First

18 Providing and laying controlled cement concrete M.200 and 0.27 CMT. 6758.93

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in All Thickness in Walls PARDI Ground Floor

19 Providing and laying controlled cement concrete M.200 and 1.94 CMT. 5951.93

curing complete inculding the cost of formwork and

Excluding reinforcement for reinforced concrete work in All

Types of Stair case upto Ground Floor

20 Providing and laying controlled cement concrete M.200 and 1.38 CMT. 5949.91

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in Lintel upto Ground Floor

21 Providing and laying controlled cement concrete M.200 and 0.82 CMT. 5990.87

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in Lintel upto First Floor

22 Providing and laying controlled cement concrete M.200 and 0.95 CMT. 5738.82

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in Chajja. Upto Ground Floor

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

23 Providing and laying controlled cement concrete M.200 and 0.47 CMT. 5779.79

curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in Chajja. Upto First Floor

24 Providing and fixing TMT bars Fe-500D steel reinforcement 6066.10 Kg . 77.62

for R.C.C. work including binding, bending and placing in

position complete upto floor two level ,Ground Floor, First

Floor , Second Floor, Third Floor, Terrace Floor (all floor).

25 Applying general insecticide pest control treatment to 64.00 SMT. 91.63

floors,cupboards etc including labour materials etc. complete.

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.

26 Brick work using common brunt clay building bricks having 4.09 CMT. 4214.33

crushing strength not less than 35 kg/sqcm. in foundation and

plinth in cement mortar 1:6 (1 cement :6 fine sand) etc.comp.

(B) Conventional Ground floor upto Plinth

27 Brick work using common brunt clay building bricks having 13.81 CMT. 4503.04

crushing strength not less than 35 kg/sqcm. in superstructure

above plinth level upto floor two level in cement mortar 1:6

(1 cement :6 fine sand) etc.comp. (B) Conventional Ground

28 Brick work using common brunt clay building bricks having 18.07 CMT. 4545.16

crushing strength not less than 35 kg/sqcm. in superstructure

above plinth level upto floor two level in cement mortar 1:6

(1 cement :6 fine sand) etc.comp. (B) Conventional First Floor

29 Brick work using common brunt clay building bricks having 3.57 CMT. 4587.28

crushing strength not less than 35 kg/sqcm. in superstructure

above plinth level upto floor two level in cement mortar 1:6

(1 cement :6 fine sand) etc.comp. (B) Conventional Terrace

30 Half brick masonry in common brunt clay building bricks 49.12 SMT. 685.66

having crushing strength not less than 35 Kg/Sq.Cm. in

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

Conventional Ground Floor

31 Half brick masonry in common brunt clay building bricks 27.88 SMT. 741.48

having crushing strength not less than 35 Kg/Sq.Cm. in

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

Conventional First Floor

32 Providing 15mm thick cement plaster in single coat on Rough 196.50 SMT. 161.20

(Similar)side of single or Full/half brick walls for interior

plastering upto floor two level and finished even and smooth

in (ii) Cement mortar 1:4 (1-cement :4-sand) Ground Floor

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

33 Providing 15mm thick cement plaster in single coat on Rough 171.05 SMT. 185.76

(Similar)side of single or Full/half brick walls for interior

plastering upto floor two level and finished even and smooth

in (ii) Cement mortar 1:4 (1-cement :4-sand) First Floor

34 Providing 15mm thick cement plaster in single coat on Rough 18.60 SMT. 210.32

(Similar)side of single or Full/half brick walls for interior

plastering upto floor two level and finished even and smooth

in (ii) Cement mortar 1:4 (1-cement :4-sand) Terrace Floor

35 Providing & laying10 mm. thick cement plaster in single coat 64.00 SMT. 148.32

on fair side of ceilings for interior plastering upto floor two

level and finishing with smooth mala plaster.(i) Cement

mortar 1:4 (1 cement : 4 sand) Ground Floor

36 Providing & laying10 mm. thick cement plaster in single coat 36.05 SMT. 171.25

on fair side of ceilings for interior plastering upto floor two

level and finishing with smooth mala plaster.(i) Cement

mortar 1:4 (1 cement : 4 sand) First Floor

37 20mm thick sand faced cement plaster on walls upto height 10 235.59 SMT. 315.69

metres above ground level consisting of 12mm thick 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. Upto

Ground Floor to

38 Providing throating or plaster drip and moulding to R.C.C. 20.00 RMT. 44.28

39 Providing and laying polished Granite/Marble Slab 18mm 10.39 SMT. 1502.88

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

and pillars laid 20mm thick Cement Mortar 1:4 (1-Cement : 4-

Coarse Sand) and jointed with Grey Cement Slurry including

full molded round front edges , rubbing and polishing etc.

40 Providing and laying polished Granite/Marble Slab 18mm 45.81 SMT. 1534.19

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

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

Sand) and jointed with Grey Cement Slurry including full

molded round front edges , rubbing and polishing etc.

41 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 86.04 SMT. 1120.36

24'' in flooring treads of steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-cement : 3-coarse sand )

finishing with flush pointing in white cement.Soluble Salt

PVT. Tiles in All Rooms.

42 Providing and laying Vitrified tiles 8 mm thick , 24'' x 24'' in 44.22 SMT. 1195.02

skrting risers of steps and dedo on 10mm thick cement plaster

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

slurry Soluble Salt PVT. Tiles in All Rooms.

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

43 Providing and fixing flush door both sides laminated 20.16 SMT. 3020.91

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 grade I type II including three coats of

lacquer polishing to exposed wooden surfaces and Stainless

steel decorative type designs fixtures / fastening 2Nos.

Handles, 2Nos. Aldropes, towerbolt etc.including I.T.W.

triangular batten patti of size 30m.m.x30m.m.etc. as per

architectural detailed drawing and as directed by engineer in

44 Providing and fixing FRP frame size 125x65 mm and 35mm 5.04 SMT. 2615.04

thick FRP shutter having extra reinforcement on sides & edges

in polish finish. The core of the shutter & frame is to be filed

up with injected polyurethene foam done in situ alongwith

embedded wooden pieces for stiffening & also taking hinges

& fintures. The whole FRP frame & shutter is to be water

proof weather proof, termite proof & resistance to mild

acid/alkali. Rates are to be inclusive of S.S hinges with

necessary screws & alluminium S.S fixtures & fastenings &

fastener sleeve.

45 Providing and fixing window having extruded aluminum 12.96 SMT. 1583.95

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 40 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 details etc

46 Providing and fixing standared extruded of alluminium section 2.16 SMT. 1175.56

of size 63mm x 38.10mm x 1.2mm (Wt. 0.643 Kg/mt) with

colour anodized alluminium frame for ventilation with 5 mm

thick frosted glass as details etc complete for Ventilation

47 Providing and fixing M.S. grill of required pattern of windows 390.42 Kg. 117.11

etc. with M.S.. flats at required spacing and frame alround

square or round headed bolts and nuts or by screws.including

applying a priming coat of red lead paint and two coats of oil

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

48 Applying two coats of Birla (white cement based) or (acrylic 386.15 SMT. 130.64

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

smooth. with Wall painting (three coats) with plastic 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.

49 Applying two coats of Birla (white cement based) or (acrylic 100.05 SMT. 173.19

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.

50 Finishing wall with weather proof exterior emulsion paint on 235.59 SMT. 156.55

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 materials.etc complete. Priming:

Apply a liberal coat of 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.

51 Applying priming coat over new steel and other metel surface 7.60 SMT. 128.62

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 paint brushing red lead. and Painting two

coats (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.

52 Steel work welded in built up sections, framed work including 1.29 Quinta 9108.48

cutting, hoisting, fixing in position and applying a priming l

coat of red lead paint :-

(A) In beams and joints channels angles, column, tees, flats

with connecting plates or angle cleats as in

53 Providing and laying cement concrete flooring 1:2:4 (1- 48.00 SMT. 339.08

cement : 2-coarse sand : 4-graded stone aggregate 20mm

nominal size) laid in one layer and finished with a floating

coat of neat cement. (B) 50mm thick.

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

54 Providing and laying broken chine mosaic flooring for terrace 48.00 SMT. 779.70

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

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

bring mortar creme out upto surface using white cement

including rounding off junctions and extending them upto

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

55 Providing and constructing sandwitch type Granite stone top 2.35 RMT. 2999.70

& bottom Kota Stone platform 0.6 mt. wide & 0.75 mt. height,

including front granite stone patti of 10 cm wide, vertical

partitions of Kota stone with cement Mortar(1:1) as required

comp as per instruction given by site in charge at all floors.

56 Providing and fixing wash down water closet (European type, 3.00 No 4327.53

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 pipes, 40mm dia.porcelain

enamelled flush bend including 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. Braided

hose 60 cm long.

57 Providing and fixing washbasin with single hole for pillar tap 2.00 No 2461.70

with C.I. or M.S. brackets painted white including sutting

holes and making good the Providing and fixing C.P. brass

waste for washbasin or sink. (A) 32mmdia.,Providing and

fixing pillar tap,

58 Providing and fixing PVC SWR Nahni trap IS 14735 for drain 5.00 No 599.64

- 100 mm diameter with jali of the following nominal diameter

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

grating including the cost of cutting and making good the

59 Providing and fixing screw down bib taps of following 5.00 No 186.83

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

60 Providing & fixing of overhead shower 80 mm (3”) dia with 3 1.00 No 1151.87

flow with Overhead Shower arm 200 mm with wall flange

complete (i) 15mm dia.

61 Providing and fixing Kitchen sink with C.I. or M.S. brackets, 1.00 No 3204.92

painted white including cutting holes in walls and making

good the same (C) S.S. & Sink.(i) 600mm x 450mm x

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

62 Providing and fixing 600mm x 450mm bevelled edge mirrror 2.00 No 859.41

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.

63 Providing and fixing C.P. brass towel rail comlete with C.P. 1.00 No 616.42

brass brackets fixed to wooden plugs with C.P. brass

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

64 Providing and fixing 600mm x 120mm glass shelf with 1.00 No 544.51

C.P.brass bracket and guard rail complete mixed to wooden

plug with C.P. brass screws

65 Providing and fixing Gun metal check or non-return fullway 2.00 No 420.63

wheel valve. 25mm. dia.

66 Providing and fixing Gun metal check or non-return fullway 2.00 No 663.43

wheel valve. 40mm. dia.

67 Providing and fixing chromium plated brass half turn flush 4.00 No 263.77

cock of approved quality including fixing in pipe line etc.

complete.(ii) 25mm dia.

68 Providing and fixing ball cock of approved. quality as 1.00 No 132.89

directed.(A) Copper Metal (A) 25mm. dia.

69 Providing laying and jointing in true line and level 15mm dia. 20.00 RMT. 72.65

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 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.

70 Providing laying and jointing in true line and level 25mm dia. 54.00 RMT. 91.84

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 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.

71 Providing, laying and jointing in true line and level 110 43.50 RMT. 878.57

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 of the size 110 mm diametre x 149 mm length

x 145 mm 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

72 Providing and fixing S.W. gully trap with C.I. grating brick 2.00 No 1246.92

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

300mm x 300mm size (inside) with standard weight.(i) Square

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

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

73 Constructing Brick masonry road gully chamber 500mm x 2.00 No. 2017.19

450mm x 600mm including 500mm x 450mm C.I. horizontal

grating wih frame complete.

74 Constructing brick masonry chamber for underground C.I. 3.00 No 2932.93

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-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 450mm

deep for single pipe line.

75 Providing laying (to level or slopes) and jointing reinforced 12.00 RMT. 257.19

concrete Light duty non-pressure pipes I.S. class NP2 of the

following internal diameter with collars and butt ends

prepared for collar joints including testing of joints complete.

76 Providing laying (to level or slopes) and jointing reinforced 8.00 RMT. 359.84

concrete Light duty non-pressure pipes I.S. class NP2 of the

following internal diameter with collars and butt ends

prepared for collar joints including testing of joints

complete.(C) 250 mm dia

77 Providing laying (to level or slopes) and jointing reinforced 8.00 RMT. 678.02

concrete Light duty non-pressure pipes I.S. class NP2 of the

following internal diameter with collars and butt ends

prepared for collar joints including testing of joints

complete.(D) 300 mm dia

78 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 2.00 No. 101.91

79 Providing and fixing in position cowel went to pipes.(C) 2.00 No. 505.17

80 (B) Providing sock pit of 5.00 Cu.M. Volume including 1.00 Each 3457.27

excavating and filling brickbats with dry masonry work at top

for 45cm. height including covering the top with stone

including providing vatas in C.M. 1:3 with finishing curing

etc. complete as directed.

81 Providing erecting and fixing double coated PVC. (ISI) water 1000.00 Lit 3.95

tank of required capacity each with all necessary fittings and

connection etc. complete on terrace.

Rupees Twenty Lakhs Seventeen Thousand Nine Hundred Thirty Four and Paise Seventy Eight Only

Deputy Executive Engineer

Panchayat (R&B) Sub-Division

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 mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

Put To Tender Rs…..2017934.78 Put To Tender Rs…..2017934.78

Deduct ……. % below Rs……………………..…. Add ……. % Above Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

1 The Contractor shall exhibition board with detailed specification and details of works directed by the Engineer – In – Charge for which no

extra payment shall be made.

2 The labourcess 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.

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 the reisa 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 tender.

Signature of the contractor Executive Engineer

કોન્ટ્રાકટરની સહી Panchayat (R&B) Division