CDP-5

Name of Work :- Construction of Gram Panchayat ghar at Village Khambha Tal. Khambha

Bill of Quantities

Memorandum showing items of works to be carried out

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

1 122.300 Cum Excavation for foundation upto 1.50 212.52 Rupees Two One

M.depth including sorting out Hundred Twelve Cubic

&stacking of useful materials i.e. and Paise Fifty metre

dispositing the excavated stuff up to Two only

All lead (a)Loose or soft soil.

2 129.200 Cum Excavation for foundation upto 1.50 272.56 Rupees Two One

M.depth including sorting out Hundred Seventy Cubic

&stacking of useful materials i.e. Two and Paise metre

dispositing the excavated stuff up to Fifty Six only

All lead (a)Dense or Hard soil.

3 27.200 Cum Providing and laying cement 2927.45 Rupees Two One

concrete 1:4:8 (1 cement, 4sand,8 Thousand Nine Cubic

Crushed stone aggregates 40 Hundred Twenty metre

mm.Nominal size)and curing Seven and Paise

Forty Five only

complete, excluding cost of

formwork in(a) Foundation and

4 23.400 Cum Providing and laying ordinary 7875.44 Rupees Seven One

cement concrete1:1:2 Thousand Eight Cubic

Hundred Seventy metre

(1cement,1sand, 2 gradedstone

aggregates 20 mm.Nominal size) Five and Paise

Forty Four only

and finishing smooth with curing

etc. complete excluding cost of form

work and reinforcement for

reinforced cement concrete work in

in A) Foundations, footings, base of

columns and mass concrete

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

5 8.600 Cum Providing and laying ordinary 10860.52 Rupees Ten One

cement concrete1:1.5:3 Thousand Eight Cubic

(1cement,1.5sand, 3 gradedstone Hundred Sixty metre

aggregates 20 mm.Nominal size) and Paise Fifty

and finishing smooth with curing

etc. complete including the cost of

formwork but excluding the cost of

reinforcement of R.C.C. work in

Column (iii) Having cross-sectional

area more than 0.085 Sq.M. and up

6 37.100 Cum Brickwork using common burnt clay 4214.32 Rupees Four One

building brick shaving crushing Thousand Two Cubic

strength not less than 35 Kg/Sqcm. Hundred Fourteen metre

in foundation and plinth in cement and Paise Thirty

mortar 1:6(1 Cement ; 6 Fine sand)

Conventional bricks

7 57.600 Cum Filling in plinth with sand under 481.80 Rupees Four One

floors including ramming watering, Hundred Eighty Cubic

consolidating and dressing One and Paise metre

etc.complete. Eighty only

8 167.800 Cum Filling available excavated earth 136.92 Rupees One One

(excluding rock) in trenches plinth, Hundred Thirty Cubic

sides of foundations etc. in layers Six and Paise metre

not exceeding 20 cm in depth Ninety Two only

consolidating each disposited layer

by ramming and watering.

9 64.300 Cum Brickwork using common burnt clay 4517.82 Rupees Four One

building brick shaving crushing Thousand Five Cubic

strength not less than 35 Kg/Sqcm. Hundred metre

in super structure for all floors. in Seventeen and

Paise Eighty Two

cement mortar 1:6(1 Cement ;6 Fine

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

10 1.500 Cum Providing and laying cement 7226.72 Rupees Seven One

concrete1:1.5:3 (1cement, 1.5sand, Thousand Two Cubic

3 gradedstone aggregates20 Hundred Twenty metre

mm.Nominal size) and curing Six and Paise

Seventy Two only

complete, including cost of

formwork in sill and sides (R.C.C.

band) but excluding the cost of

reinforcement for all Floor level.

11 3.700 Cum Providing & laying ordinary C.C. 8906.17 Rupees Eight One

1:1 1/2:3 ( 1 cement ,1 1/2 course Thousand Nine Cubic

sand, 3 graded stone agg. of 20 mm Hundred Six and metre

nominal size )and for R.C.C. Paise Seventeen

LINTELS incl. Finishing smooth

with curring of formwork but excl.

the cost of reinforcement.for above

floor for all Floor level.

12 1.800 Cum Providing & laying cement concrete 7081.81 Rupees Seven One

1:11/2:3 (1 cement ,11/2 course Thousand Eighty Cubic

sand,3graded stone agg.of 20 mm One and Paise metre

nominal size) for rein-forcement Eighty One only

concrete CHHAJJAS not exceeding

10cm. thickness for all Floor level

incl. finishing the exposed surface

with C.M. 1:3 (1 cement ,3 fine

sand) to give a smooth and ever

surface, centering, formwork and

curring comp.Excl. the cost of

reinforcement.above plinth for all

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

13 25.000 Cum Providing & laying C.C. 1:11/2:3 (1 8047.78 Rupees Eight One

cement ,11/2 course sand,3 graded Thousand Forty Cubic

stone agg.of 20 mm nominal size) Seven and Paise metre

and finishing smooth with curring Seventy Eight

etc. comp. incl. the cost of

formwork but excl. the cost of

reinforcement for R.C.C. work in.

(A) Beam :- Having cross sectional

Area 0.085 to 0.12 Sqm.for all Floor

14 29.100 Cum Providing & laying ordinary cement 7275.20 Rupees Seven One

concrete1:11/2:3 (1 cement ,11/2 Thousand Two Cubic

course sand,3 graded stone agg.of Hundred Seventy metre

20 mm nominal size) exposed work Five and Paise

with curring etc.comp. incl. the cost

of formwork but excluding the cost

of reinforce ment for R.C.C. work

in. SLAB :- having more then 10cm.

and end upto 13cm. thickness.for all

15 1.700 Cum Providing & laying ordinary cement 8710.80 Rupees Eight One

concrete1:11/2:3 (1 cement ,11/2 Thousand Seven Cubic

course sand,3 graded stone agg.of Hundred Ten and metre

20 mm nominal size) exposed work Paise Eighty only

with curring etc.comp. incl. the cost

of formwork but excluding the cost

of reinforce ment for R.C.C. work

in. Staircases Excluding Landing up

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

16 11270.000 Kg Thermo Mechanically treated bar 78.82 Rupees One

F.F.415 Steel reinforcement for Seventy Eight and Kilogra

R.C.C. work including bending, Paise Eighty Two m

binding and placing in position only

complete up to floor all level. Incl.

Providing fusion bonded Epoxy

coating not less than 175 micron

thickness and up to 300 micron to

reinforcement bars as per IS-13620-

1993/ASTM-775 M including

testing of coating at plant and all

taxes (A) 10mm to 16mm dia bar

17 3.800 Sqm Providing fixing of Polished Kotah 972.06 Rupees Nine One

stone frame for Doors & wIndows Hundred Seventy Squere

of 15cmx4 cm. Size including Two and Paise metre

necessary holdfasts, holes for Six only

fixtures and fastenings incl. all

labour & materials etc. comp

18 7.600 Sqm Providing and fixing 35mm. Thick 3933.51 Rupees Three One

Panelled,glazed orPanelled and Thousand Nine Squere

Hundred Thirty metre

glazed shutters for doors,windows

andclearstory windows including Three and Paise

anodised alluminiumbutt hinges

with necessary screws and Indian

TeakWood shutters with-(B)

Partical board panells.12mm. thick

including applying primer and two

coats of oil painting etc. complete

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

19 412.000 Sqm Providing 15mmthick cement plaster 206.32 Rupees Two One

in single coat on fair side of Hundred Six and Squere

Brick/concrete walls for interior Paise Thirty Two metre

plastering for all floor and finished only

even and smooth in (I)cement

mortar 1:3 (1 cement:3 sand) .for all

20 667.000 Sqm Providing 10 mmthick cement 209.24 Rupees Two One

plaster in single coat on fair side of Hundred Nine Squere

Brick/concrete walls for interior and Paise Twenty metre

plastering for all floor and finished Four only

even and smooth in (I)cement

mortar 1:3 (1 cement:3 sand) .for all

Floor level finished even & Smooth

with floating coat of neat cement

21 196.900 Sqm Providing and laying 24" x 24" 1264.41 Rupees One One

vitrified 8MM thick tile flooring Thousand Two Squere

over 20MM (average) base of Hundred Sixty metre

cement mortar 1:6 (1- Cement : 6- Four and Paise

Coarse Sand) on new surface or

fixing on existing flooring by adhe-

sive material including

dismentalling of existing flooring

and jointed with colour cement

slurry including finished with flush

pointing and cleaning the surface

etc. complete. For Light shade

22 13.100 Sqm Providing and laying Ceramic tiles 992.15 Rupees Nine One

6mm thick in flooring treads of steps Hundred Ninety Squere

and landing laid on a bed of 12mm Two and Paise metre

thick cement mortar 1:3 (1-cement : Fifteen only

3-coarse sand ) finishing with flush

pointing in white cement

23 53.000 Sqm Providing and laying Ceramic tiles 1023.89 Rupees One One

6mm thick in skrting risers of steps Thousand Squere

and dedo on 10mm thick cement Twenty Three metre

plaster 1:3 (1-cement : 3-coarse and Paise Eighty

sand) and jointed with white cement

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

24 436.700 Sqm Finishing wall with weather proof 120.25 Rupees One One

exterior emulsion paint on wall Hundred Twenty Squere

surface(two coats) to give an and Paise Twenty metre

required shape even shade after Five only

thoroughly brushing the surface to

remove all dirt, and remains of loose

powdered materials etc complete

25 677.000 Sqm Distempering (Two coats) with oil 75.68 Rupees One

bound distemper of approved brand Seventy Five and Squere

and manufacture and of required Paise Sixty Eight metre

shade on wall surface to give an only

even shade over and including a

priming coat with distemper primer

of approved brand and manufacture

after thoroughly brushing the

surface free from mortar dropping

and other foreign matter and also

including preparing the surface even

and papered smooth

26 2.000 No Proving and fixing water closet 1436.33 Rupees One One

squatting pan (Indian type W.C.Pan) Thousand Four Number

size 580 mm. incl. 100mm. Size P Hundred Thirty

trap & Foot rest(Earthwork, bed Six and Paise

Thirty Three only

concrete,foot rests and trap to be

measured and paid for separately)

(A) Vitreous china (I) Long pattern

27 2.000 No Providing and fixing PVC SWR 586.27 Rupees Five One

Nahni trap IS 14735 for drain - 100 Hundred Eighty Number

mm diameter with jali of the Six and Paise

following nominal diameter of self Twenty Seven

cleansing design with C.I scread

down or hinged grating including

the cost of cutting and making good

28 10.000 Rm Proving and fixing cast iron spigot 892.39 Rupees Eight One

and socket soil, waste and Hundred Ninety Running

ventilating pipes of the following Two and Paise metre

nominal size.(C) 100 mm. Dia. Thirty Nine only

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

29 1.000 No Proving and fixing in position cowl 505.17 Rupees Five One

vent to pipes(C) 100 mm. Dia. Hundred Five and Number

Paise Seventeen

30 3.000 No Providing and fixing S.W. gully trap 1292.19 Rupees One One

with C.I. grating brick masonry Thousand Two Number

chamber and water tight C.I. cover Hundred Ninety

with frame of 300mm x 300mm size Two and Paise

(inside) with standard weight.(i)

Square mouth traps. (A) 100mm x

100mm size P type.

31 1.000 No Providing and fixing urinal of 1074.86 Rupees One One

approved quality including Thousand Number

connection with trap and with Seventy Four and

integral longitudinal flush pipe (A) Paise Eighty Six

White earthen ware flat back or

corner type size 430mm x 260mm

32 1.000 No Constructing brick masonry road 3504.02 Rupees Three One

gully chamber 450mm x 450mm x Thousand Five Number

775mm with vertical grating Hundred Four

complete With C.I. Manhole Cover and Paise Two

450x600 mm size

33 2.000 No Providing and fixing wash basin 1970.39 Rupees One One

with single hole for pillar tape with Thousand Nine Number

C.I. of M.S. brackets painted white Hundred Seventy

including cutting holes and making and Paise Thirty

good the same but excluding fittings

(A) Stainless steel Acrysil or

Equivalent make- Flat back wash

basin 550mm x 400mm size with

CP brass couplin, padastal matching

the shade, waste pipe etc comp

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

34 26.000 Rm Providing, laying and jointing in 876.90 Rupees Eight One

true line and level 110 diametre Hundred Seventy Running

U.P.V.C (Type B) conforming to IS Six and Paise metre

13592-1992 with one end plain and Ninety only

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

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 materials.

35 35.000 Rm Providing and fixing concealed 338.24 Rupees Three One

center point to wall ceiling & floor Hundred Thirty Running

CPVC (SDR 13.5) PIPE having Eight and Paise metre

National Sanitation Foundation Twenty Four only

(NSF) seal for potable water of

following dia. nominal bore tube

fittings and clamps including

making good the wall, ceiling and

floor etc. complete. [D] 32mm.

36 30.000 Rm Providing and fixing concealed 208.80 Rupees Two One

center point to wall ceiling & floor Hundred Eight Running

CPVC (SDR 13.5) PIPE having and Paise Eighty metre

National Sanitation Foundation only

(NSF) seal for potable water of

following dia. nominal bore tube

fittings and clamps including

making good the wall, ceiling and

floor etc. complete. [B] 20mm.

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

37 8.000 No Proving and fixing screw down bib 186.83 Rupees One One

taps of following size.(A) Brass Hundred Eighty Number

screw downbib tap polished bright. Six and Paise

(I) 15 mm. Dia. Eighty Three only

38 1.000 No Proving sock pit of 5.0 Cumt. 3457.27 Rupees Three One

Volume including excavating and Thousand Four Number

filling brick bats with dry masonary Hundred Fifty

work at top for 45 cm. Height Seven and Paise

including covering the top with

stone including providing vatas in

c.m. 1;3 with finishing,curing etc.

complete as directed.

39 1000.000 Lit Providing and Fixing double coated 3.95 Rupees Three One

Syntex or Equivalent PVC ( ISI) and Paise Ninety Litre

mark water tank of required capacity Five only

each with all necessary fittings and

connection etc. comp on terrace or

as directed by Engineer - in- charge.

40 96.000 Sqm Providing and laying broken 779.70 Rupees Seven One

china mosaic flooring for Hundred Seventy Squere

terrace using 12 mm to 20 mm Nine and Paise metre

broken pieces of glazed tiles to be Seventy only

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 15 cm along

the wall,clearing with water and

oxalic acid etc. as directed.

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

41 20.300 Sqm Pro. /Fix. with windows with 3930.66 Rupees Three One

40x40x5mm. Iron angle & frame Thousand Nine Squere

30x30x4 mm size in Double Shutter Hundred Thirty metre

with B.G. 20 Gauge Sheet plates with , and Paise Sixty

Hold fasts ,Iron hinges handles,stopper Six only

,and locking arrangement etc. comp.

Steel welded is built up section cutting

hoisiting , finishing in two coats of oil

painting over coat of primer coat etc.

42 536.000 Kg Providing and fixing M.S. Grills of 172.41 Rupees One One

required pattern to wooden frames Hundred Seventy Kilogra

of Pipe / Angles etc.including Two and Paise m

Priming coat of approved primer Forty One only

and Two coats of Oil painting etc.

complete Ordinary grill

43 15.300 Sqm Providing and laying polished kota 1019.39 Rupees One One

stone slab flooring over 20mm Thousand Squere

(average) thick base of cement Ninteen and Paise metre

mortar 1:6 (1 cement : 6 coarse Thirty Nine only

sand) or L.M. 1:1.5 laid and jointed

with grey cement slurry including

rubbing and polishing etc. complete

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

44 3.100 Sqm Providing and fixing 30mm thick 1146.37 Rupees One One

FACTORY MADE SOLID PANEL PVC Thousand One Squere

DOOR SHUTTER consisting of frame Hundred Forty Six metre

made out of M.S. tubes of 19 gauge and Paise Thirty

thickness and size of 19mm x 19mm for

stiles and 15mm x 15 mm for top and

bottom rails. M.S. frame shall have a coat of

steel primers of approved make and

manufacture, M.S. frame shall be covered

with 5 mm thick heat moulded PVC ‘C’

channel of size 30 x 50 mm forming stiles,

and 5mm thick 75mm wide PVC sheets for

top rail, lock rail and bottom rail on either

side, and 10mm (5mm x 2) thick, 20mm

wide cross PVC sheet as gap insert for top

rail and bottom rail, Panelling of 5 stiles

and rails with 30mm wide x 5mm thick

PVC sheet beading on eighter side, and

joined together with solvent cement

adhesive,. An additional 5mm thick PVC

strip of 20mm width is to be stculk on the

interior side of the ‘c’ channel using PVC

solvent cement adhesive etc. complete as

per direction of Engineer in charge,

manufacture’s specification and drawing.

45 1.200 Sqm Providing & Fixing Acrylic sheet 1515.00 Rupees One One

name board size 2.00 mt x 0.60 Thousand Five Squere

sqm. With painting letters Indicating Hundred Fifteen metre

Gram panchayat office / Village/ and Paise Zero

Taluka/ Dist. Etc. as directed by

Adm. Department etc. with all

required material & Labour comp.

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

46 20.000 Point Point wiring for Light / Bell with 2-1.5 449.45 Rupees Four One

sq.mm & earthwire of 1.5 sq.mm (Green) Hundred Forty Point

both are of ISI marked 1.1 KV grade FRLS Nine and Paise

PVC insulated multistrand copper wires, in Forty Five only

following type of pipe to be erected

concealed in/ on surface on wall/ceiling

complete with 6A Modular type switch /

bell push & accessories and earth continuity

of following type, erected on PVC /

Metallic box, single mounting base frame

covered with textured/metallic front plate

modules erected on / in wall / ceiling as per

pipe erected, with necessary Lamp

holder/ceiling rose / H.D.Connector as

(f) with medium class Rigid PVC pipe and

accessories Cat- III

47 12.000 Point Point wiring for FAN with 2-1.5 sq.mm & 629.23 Rupees Six One

earthwire of 1.5 sq.mm (Green) both are of Hundred Twenty Point

.ISI marked 1.1 KV Grade FRLS PVC Nine and Paise

insulated multistrand copper wires, in Twenty Three

following type of pipe to be erected

concealed in / flushed on wall/ceiling

complete with 6A Modular type switch and

hum free EME four or more step type

electronic fan regulator with separately

mounted and accessories with earth

continuity of following type erected on

PVC / Metallic box, single mounting base

frame covered with textured/metallic front

plate modules erected on / in wall / ceiling

as per pipe erected. with necessary ceiling

rose / H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and

accessoriesCat- III

48 4.000 Point Point wiring for Looped Plug with 6A 241.39 Rupees Two One

Modular type switch & 5 pin socket erected Hundred Forty Point

on PVC / Metallic box, single mounting One and Paise

base frame covered with textured / metallic Thirty Nine only

front plate modules erected on / in wall /

ceiling with following type accessories Cat-

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

49 2.000 Point Point wiring for individual Plug with & 473.69 Rupees Four One

Earth wire of FRLS PVC insulated Hundred Seventy Point

multistrand copper wires, in following type Three and Paise

of pipe to be erected concealed in / surface Sixty Nine only

of wall/ceiling complete with Modular type

switch and 5 Pin plug erected on PVC/

Metallic box covered with appropriate front

plate modules erected on / in wall/ ceiling

as per pipe erected with following type of

(I) For 6A Plug with 2-1.5 Sq.mm Cu. wire

(f) With medium class rigid PVC Pipe and

accessories - Cat_III

50 4.000 No Providing & erecting Switch board for 1081.71 Rupees One One

Computer or electric apparatus consisting Thousand Eighty Number

of following items in single board erected One and Paise

on PVC / Metal board with 3 mm thick PC Seventy One only

(Polycarbonate) / Acrylic sheet erected as

1 no. 6A/16A universal plug-switch

4 nos. 6A Switch

4 nos. 6A 5 pin Plug

[B] For Modular Type Accessories Cat. III

51 2.000 No Decorative call bell Ting-tong box type 250 68.68 Rupees Sixty One

volts complete erected Eight and Paise Number

Sixty Eight only

52 2.000 No Supplying and erecting led lamps with 188.87 Rupees One One

following wattage capacity of 220 to 240 Hundred Eighty Number

voltage, minimum 15000 burning hours life, Eight and Paise

500 V in built-surge Eighty Seven only

protection,Polycarbonate diffuser, mounting

suitable for E14 / E27 / B22 lamp holders,

pf >= 0.5 (A) LED Lamps integral type,

with PC diffuser suitable LAMP holder (iii)

53 8.000 No Miniature circuit breaker single pole 6A to 112.11 Rupees One One

25A suitable to operate on 240 V A.C. Hundred Twelve Number

system and having breaking capacity 10 and Paise Eleven

KA to be erected in existing box. only

confirming to IS 8828/1996 with ISI Mark

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

54 2.000 No Providing & erecting 240 V MCB double 295.93 Rupees Two One

pole switch for lighting load (B Curve) Hundred Ninety Number

having 10 KA breaking capacity & Five and Paise

Confirming to IS :8828 in Existing box , Ninety Three only

having capacity

(B) 40 Amp.- Cat-III

55 2.000 No Providing and erecting Sheet Steel powder 1492.78 Rupees One One

coated MCB distribution board - flush / Thousand Four Number

surface mounted fitted with busbar, neutral Hundred Ninety

link, earth bar and DIN rail, confirming to Two and Paise

IS 13032 and BS 5486-1986 without MCB

to house appropriate nos. of MCBs.(The

DBs should be used of same company of

MCB to be used)

(A) Single phase 12 way SS double door

56 1.000 No Providing & erecting Approved make 1596.81 Rupees One One

Ceiling Fan with double ball bearing ISI Thousand Five Number

mark with Condenser 230 volt A.C. 50 c/s, Hundred Ninety

1200 mm sweep complete having 3blades Six and Paise

with aluminium blades with , canopy &

Eighty One only

cms. down rod erected on existing hook or

Clamp with 24/ 0.2, 3 core flexible wire

(Make shall be approved by Engineer in

57 1.000 No Pipe type earthing having 150 cms.long and 540.35 Rupees Five One

2.5 cms. dia. Galvanised iron pipe with Hundred Forty Number

coupling and buch buried in specially and Paise Thirty

prepared earth pit complete with necessary Five only

8 SWG earth wire. For using salt and

charcoal / coke as required for pipe type

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Thirty Three Lakh Forty Thousand Three Hundred Seventy Eight and Paise Total

Sixty Six only Rs.

Ite Quanties Item of work Estimated Rates Unit Total amount

Ite Quanties Item of work Estimated Rates Unit Total amount

m Estimated but may according to

No. be more or less. estimated

In Figure In Words.

I \ We am \ are willing to carry out the work at ……………………… % above\bellow percent (

Should be written in figures and words ) of the estimated rate mentioned above. Amount of My \

Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

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

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 tender.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division