TSP NEW GUJARAT PATTERN 2023-24 CONSTRUCTION OF ANGANWADI AT CHINDIYA-2 TA.VYARA, DIST-TAPI.

Memorandum showing items of work to be carried out

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

1 68.85 Cum. Excavation for foundation upto 1.5 m 78.05 Rs. Seventy Eight Cum.

depth including sorting out and and Four Paise

stacking of useful materials and Only.

disposing off the excavated stuff upto

50 Meter lead. (A) Loose or soft soil

2 17.10 Cum. Excavation for foundation upto 1.5 m 86.42 Rs.Eighty Six and Cum.

to 3.0 m depth including sorting Paise Fourty Two

out and stacking of useful Only.

materials and disposing off the

excavated stuff upto 50 Meter lead.

(A) Loose or soft soil

3 41.75 Cum. Filling available excavated earth 91.29 Rs.Ninty One and Cum.

(Including rock in trenches plinth, Paise Twenty

sides of foundations etc. in layers not Nine Only.

exceeding 20 cm. in depth

consolidating each deposited layer by

ramming and watering)

4 19.13 Cum. Providing & filling in plinth with 217.70 Rs. Two Hundred Cum.

murrum or yellow soil or selected soil Seventeen and

in layers of 20 cm. Thickness. Incl. Paise Seventy

watering, ramming & consolidation Only.

5 9.97 Cum. Filling in plinth with sand under floors 339.70 Rs.Three Hundred Cum.

including watering ramming, Thirty Nine and

consolidating and dressing comple Paise Seventy

6 18.30 Cum. Providing and laying cement concrete 3615.80 Rs.Three Cum.

1:2:4 (1- Cement :2- Coarse sand : 4- Thousand Six

graded stone aggregates 20 mm Hundred Fifteen

nominal size) and curing complete and Paise Eighty

including cost of formwork in (A) Only.

Foundation and Plinth (A) PCC

7 8.57 Cum. Providing and laying cement concrete 4365.22 Rs.Four Cum.

M.250 and curing complete inculding Thousand Three

the cost of formwork but Excluding Hundred Sixty

the cost of reinforcement for Five and Paise

reinforced concrete work in Twenty Two

foundation, footings base of column Only.

and mass concrete. (A) Footing

8 1.53 Cum. Providing and laying cement concrete 6579.14 Rs. Six Thousand Cum.

M.250 and curing complete inculding Five Hundred

the cost of formwork but Excluding Seventy Nine and

the cost of reinforcement for Fourteen Paise

reinforced concrete work in All Types Only.

of Column D) Column, Pillers, posts

and struts , upto Plinth

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

9 2.48 Cum. Providing and laying cement concrete 6448.85 Rs.Six Thousand Cum.

M.200 and curing complete inculding Four Hundred

the cost of formwork but Excluding Fourty Eight and

the cost of reinforcement for Paise Eighty Five

reinforced concrete work in All Types Only.

of Column D) Column, Pillers, posts

and struts, upto Ground Floor

10 0.92 Cum. Providing and laying cement concrete 6481.74 Rs.Six Thousand Cum.

M.200 and curing complete inculding Four Hundred

the cost of formwork but Excluding Eighty One and

the cost of reinforcement for Paise Seventy

reinforced concrete work in All Types Four Only.

of Column D) Column, Pillers, posts

and struts, upto Terrace Floor

11 5.90 Cum. Providing and laying cement concrete 5498.44 Rs.Five Thousand Cum.

M.250 and curing complete inculding Four Hundred

the cost of formwork but Excluding Ninty Eight and

the cost of the cost of reinforcement Paise Fourty Four

for reinforced concrete work in Only.

Beams. (E) Beam, upto Plinth

12 6.83 Cum. Providing and laying cement concrete 5368.15 Rs. Five Cum.

M.200 and curing complete inculding Thousand Three

the cost of formwork but Excluding Hundred Sixty

the cost of reinforcement for Eight and Paise

reinforced concrete work in All Types Fifteen Only.

of Beams,(E) Beam, Ground Floor

13 8.31 Cum. Providing and laying cement concrete 5331.79 Rs. Five Cum.

M.200 and curing complete inculding Thousand Three

the cost of formwork but Excluding Hundred Thirty

the cost of reinforcement for One and Seventy

reinforced concrete work in All Types Nine Paise Only.

of Slab,All Thickness (C) Slab upto

Plinth and Ground Floor

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

14 0.36 Cum. Providing and laying cement concrete 5700.44 Rs.Five Thousand Cum.

M.200 and curing complete inculding Seven Hundred

the cost of formwork but Excluding and Paise Fourty

the cost of reinforcement for Four Only.

reinforced concrete work in All

Thickness in Walls PARDI Ground

15 1.25 Cum. Providing and laying cement concrete 5076.26 Rs.Five Thousand Cum.

M.200 and curing complete inculding Seventy Six and

the cost of formwork but Excluding Paise Twenty Six

the cost of reinforcement for Only.

reinforced concrete work in Lintel

upto Ground Floor

16 2.70 Cum. Providing and laying cement concrete 5727.71 Rs. Five Cum.

M.200 and curing complete inculding Thousand Seven

the cost of formwork but Excluding Hundred Twenty

the cost of reinforcement for Seven and Paise

reinforced concrete work in Chajja. Seventy One

Upto Ground Floor Only.

17 4196.67 kg. Providing and fixing TMT bars Fe- 69.39 Rs.Sixty Nine and kg.

500D steel reinforcement for R.C.C. Paise Thirty Nine

work including binding, bending and Only.

placing in position complete upto

floor two level ,Ground Floor, First

Floor,Second Floor , Terrace Floor

,Lift Machine Floor (all floor).

18 66.50 sqmt. Carring out plinth treatment to post 54.30 Rs.Fifty Four and sqmt.

construction / existing structure by Paise Thirty

spraying chemical solution for termite Only.

control treatment including labour

and material consistment with I.S.I

specification. Using Chlordene and

Chiorpurfiles 20 EC. As Per

6131_paret-II Consentration Weight

one percent is recommended i.e one

litre 20 EC chemical emulsion with

19 liter give 1 % concrentration

inclusive of one litre chemical

emulsion appication at the rate of

Litre chemical / Sqm of surface is

19 2.33 Cum. Brick work using common brunt clay 2856.38 Rs. Two Cum.

building bricks having crushing Thousand Eight

strength not less than 35 kg/sqcm. in Hundred Fifty Six

foundation and plinth in cement and Paise Thirty

mortar 1:6 (1 cement :6 fine sand) Eight Only.

etc.comp. (B) Conventional Ground

floor upto Plinth

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

20 17.62 Cum. Brick work using common brunt clay 3039.70 Rs. Three Cum.

building bricks having crushing Thousand Thirty

strength not less than 35 kg/sqcm. in Nine and Sixty

superstructure above plinth level upto Nine Paise Only.

floor two level in cement mortar 1:6

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

Conventional Ground Floor

21 5.88 Cum. Brick work using common brunt clay 3069.78 Rs.Three Cum.

building bricks having crushing Thousand Sixty

strength not less than 35 kg/sqcm. in Nine and Paise

superstructure above plinth level upto Seventy Eight

floor two level in cement mortar 1:6 Only.

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

Conventional First Floor

22 23.04 sqmt. Half brick masonry in common brunt 493.17 Rs.Four Hundred sqmt.

clay building bricks having crushing Ninty Three and

strength not less than 35 Kg/Sq.Cm. in Paise Seventeen

Cement mortar 1:3 ( 1-Cement : 3- Only.

coarse sand ) with 2 Nos of 6mm Mild

steel round bars after every three

course embedded in Cement Mortar in

Ground Floor (B) Conventional

23 158.27 sqmt. Providing 15mm thick cement plaster 112.41 Rs.One Hundred sqmt.

in single coat on Rough (Similar)side Twelve and Paise

of single or Full/half brick walls for Fourty One Only.

interior plastering upto floor two level

and finished even and smooth in (ii)

Cement mortar 1:4 (1-cement :4-sand)

24 26.28 sqmt. Providing 15mm thick cement plaster 128.01 Rs. One Hundred sqmt.

in single coat on Rough (Similar)side Twenty Eight and

of single or Full/half brick walls for Paise One Only.

interior plastering and finished even

and smooth in (ii) Cement mortar 1:4

(1-cement :4-sand) First Floor

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

25 66.50 sqmt. Providing & laying 10 mm. thick 100.96 Rs. One Hundred sqmt.

cement plaster in single coat on fair and Ninty Six

side of ceilings for interior plastering Paise Only.

upto floor two level and finishing

with smooth mala plaster.(i) Cement

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

26 142.92 sqmt. 20mm thick sand faced cement plaster 219.52 Rs.Two Hundred sqmt.

on walls upto Any height metres Nineteen and

consisting of 12mm thick backing coat Paise Fifty Two

of C.M. 1:3 (1-cement : 3-sand) and Only.

8mm thick finishing coat of C.M. 1:1

(1-cement : 1-sand) etc. complete.

Upto Ground Floor to Terrace (LMR)

27 7.08 sqmt. Providing and laying Granite Slab 2482.63 Rs.Two Thousand sqmt.

18mm thick in Flooring laid 20mm Four Hundred

thick Cement Mortar 1:4 (1-Cement : Eighty Two and

4-Coarse Sand) and jointed with Grey Paise Sixty Three

Cement Slurry including full molded Only.

round front edges , rubbing and

polishing etc. complete.

28 18.72 sqmt. Providing and laying Granite Slab 2446.22 Rs.Two Thousand sqmt.

18mm thick in Risers of steps Dedo, Four Hundred

window sill, jembs and pillars laid 10 Fourty Six and

mm thick Cement Mortar 1:4 (1- Paise Twenty

Cement : 4-Coarse Sand) and jointed Two Only.

with Grey Cement Slurry including

full molded round edges , rubbing and

polishing etc. complete.

29 47.37 sqmt. Providing and laying polished Kota 660.69 Rs. Six Hundred sqmt.

stone slab flooring over 20mm Sixty and Paise

(Average) thick base of cement Sixty Nine Only.

mortar 1:6 (1-cement : 6-coarse sand)

or L.M. 1.1.5 (1-Lime putty :1.5 -

coarse sand) laid over and jointed with

grey cement slurry

mixed with pigment to match the

shade of slab including rubbing and

polishing etc.complete. (A) 25mm

30 6.66 sqmt. Providing and laying Virtified tiles 8 805.98 Rs. Eight sqmt.

to 10 mm thick , 24'' x 24'' in flooring Hundred Five and

treads of steps and landing laid on a Ninty Eight Paise

bed of 12mm thick cement mortar 1:3 Only.

(1-cement : 3-coarse sand ) finishing

with flush pointing in white

cement.,Soluble Salt Vitrified Tiles

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

31 63.24 sqnt. Providing and laying Virtified tiles 8 826.13 Rs.Eight Hundred sqnt.

to 10 mm thick , 24'' x 24'' in skrting Twenty Six and

risers of steps and dedo on 10mm Paise Thirteen

thick cement plaster 1:3 (1-cement : 3- Only.

coarse sand) and jointed with white

cement slurry,Soluble Salt Vitrified

Tiles Flooring.

32 11.38 sqmt. Providing and fixing flush door both 2904.76 Rs.Two Thousand sqmt.

sides laminated andshutter fabricated Nine Hundred

from 35 mm thick solid core Four and Paise

malemine faced three layered pre Seventy Six

laminated flat pressed wood based Only.

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. as per

architectural detailed drawing and as

directed by engineer in charge..

33 3.19 sqmt. Providing and fixing FRP of 35mm 2805.78 Rs.Two Thousand sqmt.

thick Fiber Glass shutter with 1.5 to Eight Hundred

2.0 mm thick fire retardent grade FRP Five and Paise

skin in depressed panel design having Seventy Eight

extra reinforcement on sides & edges Only.

& in Gel coat finish. The core of the

shutter is to be filled up with injected

retardent grade polyurethane 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

fixtures & fastenings.

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

34 7.13 sqmt. Providing and fixing window having 2022.19 Rs.Two Thousand sqmt.

extruded aluminum Colour anodized Twenty Two and

section frame main outer size 63.50 x Paise One Nine

38.10 x 1.95 mm(Wt 1.094 Kg / Rmt), Only.

horizontal two track member size

(wt.of 0.695 Kg/mt), vertical member

of size 61.85 mm x 31.75mm x

mm (wt.of 0.0.659 Kg/mt) with

sliding shutters of horizontal member

size 40mm x 18mm x 1.29mm (wt.of

0.456Kg/mt), vertical member of size

0.456Kg/mt/ Section 8948, @ Wt.

0.457 Kg/mt) with 5 mm thick

transparent bronze colour tinted float

glass with powder coated aluminum

fittings and fixtures and transparent

silicon sealant glass fixing to frame as

per details etc complete for window.

35 0.72 sqmt. Providing and fixing standared 1387.18 Rs.One Thousand sqmt.

extruded of alluminium section of size Three Hundred

63mm x 38.10mm x 1.2mm @ Wt. Eighty Seven and

0.643 Kg/mt with colour anodized Paise Eightteen

alluminium frame for ventilation with Only.

5 mm thick frosted glass as details etc

complete for Ventilation

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

36 117.75 kg. Providing and fixing M.S. grill of 73.73 Rs. Seventy Three kg.

required pattern of windows etc. with and Seventy

M.S.. flats at required spacing and Three Paise Only.

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 painting etc

complete (A)Plain grill

37 251.05 sqmt. Applying two coats of Birla (white 47.88 Rs.Fourty Seven sqmt.

cement based) or (acrylic lapy- putty) and Paise Eighty

or equivalent & two coats of primer of Eight Only.

approved brand and manufacture on

new wall surface,Ceiling surface to

give an even shade including

thoroughly brushing the surface free

from mortar dropping and other

foreign matter and sand papered

38 251.05 sqmt. Wall painting (two coats) with plastic 52.92 Rs. Fifty Two and sqmt.

emulsion paint of approved brand and Paise Ninty Two

manufacture on undecorated wall Only.

surface,Ceiling surface to give an even

shade including throughly brushing

the surface free from mortar droppings

and other foreign matter and sand

papered smooth.

39 142.92 sqmt. Finishing wall with weather proof 76.36 Rs. Seventy Six sqmt.

exterior emulsion paint on wall and Thirty Five

surface (two coats) to give an required Paise Only.

shape even shade after thoroughly

brushing the surface to remove all dirt,

and remains of loose powdered

materials.etc complete

40 17.51 sqmt. Applying priming coat over new steel 81.77 Rs.Eighty One sqmt.

and other metel surface after and and Paise Seventy

including preparing the surface by Seven Only.

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.

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

41 0.93 Q Steel work welded in built up sections, 6392.69 Rs. Six Thousand Q

framed work including cutting, Three Hundred

hoisting, fixing in position and Ninty Two and

applying a priming coat of red lead Paise Sixty Nine

paint :-(A) In beams and joints Only.

channels angles, column, tees, flats

with connecting plates or angle cleats

as in main and cross beams, hip and

jack rafters, purlins connected to

common rafters and the like.

42 2.32 Rmt. Providing and constructing sandwitch 2931.02 Rs.Two Thousand Rmt.

type Granite stone top & bottom Kota Nine Hundred

Stone platform 0.6 mt. wide & 0.75 Thirty One and

mt. height, including front granite Paise Two Only.

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

43 66.50 sqmt. Providing and laying water proofing 233.31 Rs. Two Hundred sqmt.

treatment cement concrete flooring Thirty Three and

1:2:4 (1-cement : 2-coarse sand : 4- Thirty One Paise

graded stone aggregate 20mm nominal Only.

size) laid in one layer and finished

with a floating coat of neat cement.

(B) 50mm thick.

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

44 66.50 sqmt. Providing and laying broken chine 507.98 Rs.Five Hundred sqmt.

mosaic flooring for terrace using Seven and Paise

12 mm to 20 mm broken pieces of Ninty Eight

glazed tiles to be laid over cement Only.

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.

45 2.00 No. Providing and fixing wash down water 3481.79 Rs.Three No.

closet (European type, W.C. Pan) with Thousand Four

integral P or S trap including jointing Hundred Eighty

the trap with soil pipe in Cement One and Paise

Mortar 1:1 (1-Cement : 1-fine sand) Seventy Nine

inculding Providing and fixing plastic Only.

seat and cover for wash down water

closer with C.P. brass hinges and

rubber buffers. (B) Black plastic seal

and cover inculding of 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 . (A) vitreous

China Pattern :(i) in white colour

46 1.00 No. Providing and fixing washbasin with 1653.44 Rs.One Thousand No.

single hole for pillar tap with C.I. or Six Hundred Fifty

M.S. brackets painted white including Three and Paise

sutting holes and making good the Fourty Four

Providing and fixing C.P. brass waste Only.

for washbasin or sink. (A)

32mmdia.,Providing and fixing pillar

tap, capstan head, screw down high

pressure with screws, shanks and back

nuts. (i) 15mm dia.,Providing and

fixing brass screw down stop tap.(A)

15mm dia..(A) Vitreous China:(ii)

Flat Back washbasin 550 mm x v

400mm size. (i) In white colour.

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

47 5.00 No. Providing and fixing PVC SWR 380.72 Rs. Three No.

Nahni trap IS 14735 for drain - 100 Hundred Eighty

mm diameter with jali of the and Paise Seventy

following nominal diameter of self Two Only.

cleansing design with C.I scread down

or hinged grating including the cost of

cutting and making good the walls.

48 8.00 No. Providing and fixing screw down bib 203.62 Rs. Two Hundred No.

taps of following size.(A) Brass screw Three and Sixty

down bib tap polished bright. (i) Two Paise Only.

49 3.00 No. Providing and fixing Gun metal check 496.35 Rs.Four Hundred No.

or non-return fullway wheel valve. Ninty Six and

25mm. dia. Paise Thirty Five

50 2.00 No. Providing and fixing Gun metal check 782.84 Rs.Seven No.

or non-return fullway wheel valve. Hundred Eighty

40mm. dia. Two and Paise

51 2.00 No. Providing and fixing chromium plated 311.25 Rs.Three Hundred No.

brass half trun flush cock of approved Eleven and Paise

quality including fixing in pipe line Twenty Five

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

52 1.00 No. Providing and fixing ball cock of 156.80 Rs. One Hundred No.

approved. quality as directed.(A) Fifty Six and

Copper Metal (A) 25mm. dia. Paise Eighty

53 30.00 rmt. Providing laying and jointing in true 85.72 Rs. Eighty Five rmt.

line and level 15mm dia. U.P.V.C. and Seventy One

Pipe ( SCH- 40) for cold water Paise Only.

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 concelled as directed including

necessary fittings etc. including testing

of pipe and joints and fixing the same

with adhesive solvent, including cost

of all materials.

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

54 50.00 rmt. Providing laying and jointing in true 108.36 Rs.One Hundred rmt.

line and level 25mm dia. U.P.V.C. Eight and Paise

Pipe ( SCH- 40) for cold water Thirty Six Only.

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 concelled as directed including

necessary fittings etc. including testing

of pipe and joints and fixing the same

with adhesive solvent, including cost

of all materials.

55 15.00 rmt. Providing laying and jointing in true 174.76 Rs.One Hundred rmt.

line and level 40mm dia. U.P.V.C. Seventy Four and

Pipe ( SCH- 40) for cold water Paise Seventy Six

including fittings as approved by Only.

Engineer In Charge. Pipe shall be

fixed on the wall with the help of

clamp at every two metre C/C or shall

be concelled as directed including

necessary fittings etc. including testing

of pipe and joints and fixing the same

with adhesive solvent, including cost

of all materials.

56 38.00 rmt. Providing, laying and jointing in true 557.82 Rs.Five Hundred rmt.

line and level 110mm diametre Fifty Seven and

U.P.V.C (Type B) conforming to IS Paise Eighty Two

13592-1992 with one end plain and 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 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 materials.

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

57 2.00 No. Providing and fixing S.W. gully trap 1295.94 Rs. One No.

with C.I. grating brick masonry Thousand Two

chamber and water tight C.I. cover Hundred Ninty

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

(inside) with standard weight.(i) Ninty Four Only.

Square mouth traps.(B) 150mm x

100mm size P or R type

58 2.00 No. Constructing Brick masonry road 1765.73 Rs. One No.

gully chamber 500mm x 450mm x Thousand Seven

600mm including 500mm x 450mm Hundred Sixty

C.I. horizontal grating wih frame Five and Seventy

complete. Three Paise Only.

59 2.00 No. Constructing brick masonry chamber 2854.96 Rs.Two Thousand No.

for underground C.I. Inspection Eight Hundred

chamber and bends with briocks Fifty Four and

having croshing strength not less than Paise Ninty Six

35Kg. Cm2 in C.M. 1:5 C.I. cover Only.

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.

60 10.00 Rmt. Providing laying (to level or slopes) 181.35 Rs.One Hundred Rmt.

and jointing reinforced concrete Light Eighty One and

duty non-pressure pipes I.S. class NP2 Paise Thirty Five

of the following internal diameter with Only.

collars and butt ends prepared for

collar joints including testing of joints

complete. (B) 150 mm dia.

61 10.00 Rmt. Providing laying (to level or slopes) 266.19 Rs.Two Hundred Rmt.

and jointing reinforced concrete Light Sixty Six and

duty non-pressure pipes I.S. class NP2 Paise One Nine

of the following internal diameter with Only.

collars and butt ends prepared for

collar joints including testing of joints

complete.(C) 250 mm dia

62 2.00 No. Providing & fixing G.I. Rain water 106.05 Rs. One Hundred No.

spout of 50 mm.dia & 30 cm length Six and Paise

etc. Five Only.

It. Quantities Estimate Rates Unit Total

No. estimated but Amount

may be more or 6 Months. In words according to

63 2.00 No. Providing and fixing in position cowel 528.13 Rs. Five Hundred No.

went to pipes.(C) 100mm dia Twenty Eight and

64 1000.00 lit. Providing erecting and fixing double 4.66 Rs.Four and Paise lit.

coated PVC. (ISI) water tank of Sixty Six Only.

required capacity each with all

necessary fittings and connection etc.

complete on terrace.

Rs.Eleven Lack Twenty Two Thousand Eight Hundred Eighty Four and Paise Sixty One

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

*Estimated amount *Estimated amount

Put to tender Rs…..1122884.61 Put to tender Rs…..1122884.61

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

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

Note :- 1 All works shall be carried out as public works department Handbook and other specification

of Division or as directed.

Note :- 2 All the columns in schedule should be filled in ink or ballpen and the total of the entries in

last column should be struck by the contractor under his signature.

Note :- 3 Rate quated include clearance of site (Prior commencement of work and at its close) in all

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

Note :- 4 To be continued on additional sheet,if found necessary.

Signature of the contractor Deputy Executive Engineer

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