Providing New Drainage facility for campus at R.C Technical Institute, Sola, Ahmedabad.

Name of work: Providing New Drainage facility for campus at R.C Technical Institute, Sola,

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

1 10.00 Demolition of Brick work and stone 550.40 Rupees Five Cmt

masonry including stacking of Hundred Fifty

serviceable materilas and disposal And Paise

of unserviceable materials with all Forty Only

lead and lift. (ii) In Cement Mortar.

2 80.00 Demolition and disposal of 609.26 Rupees Six Cmt

unserviceable materials with all Hundred Nine

lead and lift.(i) cement concrete. And Paise

3 516.00 Dismentling of stone floors laid in 47.72 Rupees Forty Smt

mortar including stacking of Seven And

serviceable materilas and disposal Paise Seventy

of unserviceable materials with all Two Only

4 853.00 Dismentling C.I. pipes G.S.W.pipes 74.77 Rupees Rmt

abd A.C. rain water pipes with Seventy Four

fittings and clamps including And Paise

stacking the materials with all lead Seventy

and lift ( for any dia, of pipe) Seven Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

5 8.00 Demolition including stacking of 1057.85 Rupees One Cmt

serviceable materials and disposal Thousand Fifty

of unserviceable materials with all Seven And

lead and lift. (i) R.C.C. work Paise Eighty

6 338.00 Dismentling steel work including

Rupees Three Kg

distempering and stacking the And Paise

materials with all lead and lift. Sixty Seven

7 0.40 Clearing and grubbing road land 106992.26 Rupees One Hect

including uprooting rank vegetation Lakh(s) Six

grass bushes, shrubs, sapling and Thousand

trees girth up to 300 mm removal of Nine Hundred

stumps of trees cut earlier and Ninety Two

disposal of unserviceable materials And Paise

(B) By manual in area of thorny Twenty Six

8 20.00 Providing and fixing 1.20 Metre 389.25 Rupees Three Rmt

high fencing with 2.0 Metre long Hundred

M.S. Angle posts 40mm x 40 mm Eighty Nine

x6 mm and oil painting 3 coats And Paise

fixed at 2.5 Mt,C/C. with five Twenty Five

Horizontan lines and two diagonals Only

of galvanised steel barbed wire

weighting 9.38 Kg. per 100 Metre,

strained and fixed to posts with G.I,

staples including fixing the postsin

ground with 0.5 M x 0.5.M x 0.5 M.

block in C.C1:5:10 etc complete.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

9 379.00 Scarifying gravelled macadam or 39.62 Rupees Thirty Smt

bitumen macadam surface 6 cm to Nine And

10 cm.depth including stacking Paise Sixty

useful materials on road side and Two Only

disposing off remaining stuff.

10 1403.00 Excavation for foundation up to 1.5 117.08 Rupees One Cmt

mt.depth including sorting out and Hundred

stacking of useful materials and Seventeen

disposing off the excavated stuff up And Paise

to 50 meter lead. Loose or soft soil. Eight Only

11 248.00 Excavation for foundation from 162.38 Rupees One Cmt

depth 1.50 m to 3.00 m including Hundred Sixty

sorting out and stacking of the Two And

useful materials and disposing off Paise Thirty

the excavated stuff up to 50 metre Eight Only

lead. (B) Dense or Hard soil

12 59.00 Excavation for foundation from 174.23 Rupees One Cmt

depth 3.00 m to 5.00 m including Hundred

sorting out and stacking of the Seventy Four

useful materials and disposing off And Paise

the excavated stuff up to 50 metre Twenty Three

lead. (B) Dence or hard soil. Only

13 155.00 Providing and laying cement 3005.76 Rupees Three Cmt

concrete 1:3:6 (1-Cement : 3- Thousand Five

coarse sand : 6- hand broken stone And Paise

aggregates 40 mmnominal size) Seventy Six

and curing complete excluding cost Only

of formwork in (A) Foundation and

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

14 1182.00 Filling available excavated earth 130.39 Rupees One cmt

(excluding rock) in trenches. plinth, Hundred Thirty

sides of foundations etc. in layers And Paise

not exceeding 20 cm. in depth Thirty Nine

15 528.00 Disposing off the surplus excavated 156.54 Rupees One cmt

stuff (Earth) for lead 10 Km as Hundred Fifty

directed by engineer in charge. (A) Six And Paise

lime murrum building rubbish earth Fifty Four Only

manure or sludge & execavated

rock and rubbish [Earth]

16 50.00 Filling in foundation and plinth with 289.06 Rupees Two Cmt

murrum or selected soil in layers of Hundred

20cm. Thickness including Eighty Nine

watering, ramming and And Paise Six

consolidating etc. complete. Only

17 168.00 Providing 15mm thick cement 176.58 Rupees One Smt

plaster in single coat on Rough Hundred

(Similar)side of single or half brick Seventy Six

walls for interior plastering upto And Paise

floor two level and finished even Fifty Eight

and smooth in (i) Cement mortar Only

1:3 (1-cement:3-sand)

18 27.00 Brickwork using common burnt clay 4021.02 Rupees Four Cmt

building bricks having crushing Thousand

strength not less than 35 Twenty One

Kg./Sq.Cm. in foundation and plinth And Paise

in Cement mortar 1:6 (1-Cement : 6- Two Only

fine sand) (B) Conventional.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

19 10.00 Brick work using common burnt 4295.99 Rupees Four Cmt

clay building brick having crushing Thousand Two

strength not less than 35 kg/sq. cm. Hundred

in Super structure above plinth for Ninety Five

all floor in cement mortar 1:6 (1 And Paise

Cement : 6 fine sand) Ninety Nine

20 30.00 Half brick masonry in common 653.17 Rupees Six Smt

brunt clay building bricks having Hundred Fifty

crushing strength not less than 35 Three And

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

Cement : 4 -coarse sand ) in Seventeen

foundation and plinth (B) Only

21 47.00 Half brick masonry in common 653.17 Rupees Six Smt

brunt clay building bricks having Hundred Fifty

crushing strength not less than 35 Three And

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

Cement : 4 -coarse sand ) in Seventeen

Superstructure (B) Conventional Only

22 27.00 Providing and laying polished Kota 992.66 Rupees Nine Smt

stone slab flooring over 20mm Hundred

(Average) thick base of cement Ninety Two

mortar 1:6 (1-cement : 6 coarse And Paise

sand) or L.M. 1.1.5 (1-Lime putty Sixty Six Only

: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

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

23 60.00 Painting two coats (including 122.49 Rupees One Smt

priming coat) on new steel and Hundred

other metal surface with enamel Twenty Two

paint, brushing, interior to give an And Paise

even shade including cleaning the Forty Nine

surface an even shade including Only

cleaning the surface of all dirt, dust

and other foreign matter.

24 136.00 Providing and laying cement 3697.91 Rupees Three Cmt

concrete 1:2:4 (1- Cement : 2- Thousand Six

Coarse sand : 4- graded stone Hundred

aggregates 20 mm nominal size) Ninety Seven

and curing complete excluding And Paise

cost of formwork in (A) Ninety One

Foundation and Plinth. Only

25 449.00 Providing TMT Bar FE 500D 76.21 Rupees Kg

reinforcement for R.C.C. work Seventy Six

including bending, binding and And Paise

placing in position complete upto Twenty One

floor two level Only

26 150.00 Finishing wall with weather proof 114.53 Rupees One Smt

exterior emulsion paint on wall Hundred

surface (two coats) to give an Fourteen And

required shape even shade after Paise Fifty

thoroughly brushing the surface to Three Only

remove all dirt, and remains of

loose powdered materials. etc

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

27 9.00 Providing and laying machine cut 2403.40 Rupees Two Smt

free edge machine polished Thousand

granite stone 15mm - 18mm thick Four Hundred

finished ramp, treads, skirting, Three And

risers of steps, dedo and pillars in Paise Forty

length with 1cm projecting nozing Only

rounded moulding in ttread laid

over 20 mm (av.) thick of CM 1:6

on treads and 10mm thick CM 1:3

on risers jointed with grey or colour

cement slurry including rubbing and

polishing incl. making Three No.s

of grooves of size 3mm X 3mm

along the length of treads etc.

28 838.00 Supplying and fixing reinforced 649.92 Rupees Six Rmt

concrete heavy duty nonpressure Hundred Forty

pipes with collars for culverts Nine And

carrying heavy traffic as per IS 458- Paise Ninety

1991 specifications including Two Only

setting the pipes in C.M. 1:2

watering and laying (to level or

slopes) of class NP3 of following

internal daimeters.(i) 300mm dia.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

29 571.00 Supplying and fixing reinforced 1176.49 Rupees One Rmt

concrete heavy duty nonpressure Thousand One

pipes with collars for culverts Hundred

carrying heavy traffic as per IS 458- Seventy Six

1991 specifications including And Paise

setting the pipes in C.M. 1:2 Forty Nine

watering and laying (to level or Only

slopes) of class NP3 of following

internal daimeters.(ii) 450mm dia.

30 196.00 Supplying and fixing reinforced 1952.00 Rupees One Rmt

concrete heavy duty nonpressure Thousand

pipes with collars for culverts Nine Hundred

carrying heavy traffic as per IS 458- Fifty Two Only

1991 specifications including

setting the pipes in C.M. 1:2

watering and laying (to level or

slopes) of class NP3 of following

internal daimeters.(iii) 600mm dia.

31 96.00 Providing and fixing S.W. Gully trap 1246.92 Rupees One No

with C.I. grating brick masonry Thousand Two

chamber & water tight C.I. cover Hundred Forty

with frame of 300 mm x 300 mm. Six And Paise

size (inside) with standard weight. Ninety Two

[I] Square mouth trap (B) 150 mm. Only

x 100 mm. size P-type.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

32 50.00 Providing laying and jointing in true 72.65 Rupees Rmt

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

Pipe ( SCH- 40) for cold water And Paise

including fittings as approved by Sixty Five

Engineer In Charge. Pipe shall be Only

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

33 75.00 Providing laying and jointing in true 91.84 Rupees Ninety Rmt

line and level 25mm dia. U.P.V.C. One And

Pipe ( SCH- 40) for cold water Paise Eighty

including fittings as approved by Four 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

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

34 85.00 Providing laying and jointing in true 148.12 Rupees One Rmt

line and level 40mm dia. U.P.V.C. Hundred Forty

Pipe ( SCH- 40) for cold water Eight And

including fittings as approved by Paise Twelve

Engineer In Charge. Pipe shall be Only

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

35 90.00 Providing laying and jointing in true 195.67 Rupees One Rmt

line and level 50mm dia. U.P.V.C. Hundred

Pipe ( SCH- 40) for cold water Ninety Five

including fittings as approved by And Paise

Engineer In Charge. Pipe shall be Sixty Seven

fixed on the wall with the help of Only

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

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

36 80.00 Providing and laying and fixing 517.92 Rupees Five Rmt

UPVC (SCH-40) 75 mm water Hundred

supply pipe with necessary fittings Seventeen

like tee, elbow, union, coupler etc. And Paise

in wall, floor and conceled in wall Ninety Two

and finished with cement mortar to Only

give even finish of approved brand

like Astral or finolex or equilent etc.

37 60.00 Providing and laying and fixing 709.57 Rupees Seven Rmt

UPVC (SCH-40) 100 mm water Hundred Nine

supply pipe with necessary fittings And Paise

like tee, elbow, union, coupler etc. Fifty Seven

in wall, floor and conceled in wall Only

and finished with cement mortar to

give even finish of approved brand

like Astral or finolex or equilent etc.

38 120.00 Providing and fixing to wall ceiling 218.37 Rupees Two Rmt

and floor 6 Kg. F/Cm2 working Hundred

pressure polythene pipes of the Eighteen And

following outside Dia. Low densidy, Paise Thirty

completewith special falnge Seven Only

compression type fittings, wall

clipsetc. including making good the

wall ceiling and floor.(F) 75 mm

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

39 150.00 Providing and fixing to wall ceiling 259.57 Rupees Two Rmt

and floor 6 kgf/cm2 working Hundred Fifty

pressure polythelene pipes of the Nine And

following outside dia low density Paise Fifty

complete with special flage Seven Only

compression type fittings, wall clips

etc. including making good the wall

celling and floor (G) 110 mm

40 120.00 Providing and fixing to wall ceiling 696.90 Rupees Six Rmt

and floor 10.0 Kg. F/Cm2 working Hundred

pressure poluthene pipes of the Ninety Six And

following outside Dia. Low densidy, Paise Ninety

complete with special falnge Only

compression type fittings, wall

clipsetc. including making good the

wall ceiling and floor.(G)160 mm

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

41 143.00 Providing, laying and jointing in true 835.15 Rupees Eight rmt

line and level 110 diametre U.P.V.C Hundred Thirty

(Type B) conforming to IS 13592- Five And

1992 with one end plain and other Paise Fifteen

end socketed with rubber ring, & Only

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.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

42 306.00 Providing, laying and jointing in true 831.22 Rupees Eight rmt

line and level 160 diametre U.P.V.C Hundred Thirty

(Type B) conforming to IS13592- One And

1992 with one end plain and other Paise Twenty

end socketed with rubber ring, & Two Only

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 160 mm diametre x 210 mm

length x 196 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.

43 480.00 Providing and fixing pre-cast 686.90 Rupees Six Smt

Rubber Dye / steel Dye inter Hundred

locking concrete block 60mm thick Eighty Six And

with grade of concrete M300 Paise Ninety

pnumatic compressed / vibrated Only

mechanically and as per approved

design Confirming to IS 15658 :

2006 including 35 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.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

44 150.00 Providing and fixing pre cast 380.19 Rupees Three Rmt

concrete kerb stone of gray Hundred

cement base concrete block 30 Eighty And

cm length, 30 cm height and 15 cm Paise

thick of M 200 grade concret as Nineteen Only

per approved design and including

excavation for fixing in proper line

and level,filling the joint with C:M

1:3 (1cement:3fine sand) etc

complete. (upto 10 ton)

45 8.00 Providing & Fixing ( 0.60 x 0.60 1027.93 Rupees One No

Mt.) precast R.C.C. frame & cover Thousand

of 5 tonne capacity for Twenty Seven

Drainage/storm water chamber as And Paise

per direction of Engineer in charge. Ninety Three

46 4.00 Providing & Fixing ( 0.60 x 0.45 836.28 Rupees Eight No

Mt.) precast R.C.C. frame & cover Hundred Thirty

for Drainage/storm water chamber Six And Paise

as per direction of Engineer in Twenty Eight

47 50.00 Providing and Fixing Z Section of 70.70 Rupees No

Galvanize Patti of length 12 " on Seventy And

Mesonary / RCC Member in Line Paise Seventy

and Level for Fixing 'U' Galvanize Only

Clamp for keeping 110mm dia

UPVC / PVC /CPVC pipe away

from Mesonary / RCC Member

including Nut Bolt etc complete

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

48 971.00 Removing and refixing of existing 300.80 Rupees Three Smt

interlocking concrete block Hundred And

including replacing damaged block Paise Eighty

bypre-cast Rubber Dye interlocking Only

concrete block 60mm thick with

grade ofconcrete M200 pnumatic

compressed by mechanically

pressed and as per approved

designincluding 75mm Sand layer

for levelling andfilling the joint with

sand in proper line and level etc

49 83.00 Construction brick masonary 5957.37 Rupees Five Each

chamber for under ground C.I. Thousand

Inspection chamber and bends with Nine Hundred

brick having crushing strength not Fifty Seven

less than 35kg/cm2 in c.m.1:5, fiber And Paise

reinforced cover with frame (heavy Thirty Seven

duty) having 20 T capacity, clear Only

opening 560 mm dia, over all size

of frame 870 mm x 870 mm having

total height 175 mm & weight

kgs, over all cover size 700 mm dia

having total height 100 mm &

weight 95 kgs, foundation concrete

1:5:10 inside 1:3 finished smooth

with a floating coat of neat cement

& lime slurry in wall bed concrete

etc.complete. (I) inside dimensions

500 x 700 mm. & 450 mm. deep for

pipe line with one or two

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

50 31.00 Construction brick masonary 9477.06 Rupees Nine Each

chamber for under ground C.I. Thousand

Inspection chamber and bends with Four Hundred

brick having crushing strength not Seventy

less than 35kg/cm2 in c.m.1:5, fiber Seven And

reinforced cover with frame (heavy Paise Six Only

duty) having 20 T capacity, clear

opening 560 mm dia, over all size

of frame 870 mm x 870 mm having

total height 175 mm & weight

kgs, over all cover size 700 mm dia

havingtotal height 100 mm & weight

95 kgs, foundation concrete 1:5:10

inside 1:3 finished smooth with a

floating coat of neat cement & lime

slurry in wall bed concrete

etc.complete. (I) inside dimensions

600 x 850 mm. & 450 mm. deep for

pipe line with three or more inlets

51 175.00 Extra over item of brick masonry 264.86 Rupees Two Each

chamber for every additional depth Hundred Sixty

of 0.10 metre or part thereof Four And

beyond 450 mm depth for 500 mm Paise Eighty

x 700 mm Six Only

52 334.00 Extra over item of brick masonry 325.59 Rupees Three Each

chamber for every additional depth Hundred

of 0.10 metre or part thereof Twenty Five

beyond 450 mm depth for 600 mm And Paise

x 850 mm Fifty Nine Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

53 12.00 Constructing manhole with R.C.C 13144.29 Rupees Each

top slab in 1:2:4 mix (1 cement : 2 Thirteen

coarse sand : 4 graded stone Thousand One

aggregate 20 mm nominal size) Hundred Forty

foundation concrte 1:3:6 mix (1 Four And

cement : 3 coarse sand : 6 brick Paise Twenty

bats 40 to 50 mm nominal size) Nine Only

inside plastering 15 mm thick with

cement mortar 1:5 (1 cement :

coarse sand) finished with a

floating coat of neat cement slurry

and making channels in cement

concrte 1:2:4 mix ( 1 cement :

coarse sand : 4 stone aggregate

mm nominal size) finished smooth

complete including curing & testing

(I) Inside size 900 mm x 1200 mm

and 1.50 meter deep including FRC

cover having 20 tonne capacity with

frame size 850 mm diameter (A)

with 230 mm thick walls of brick

masonry using bricks having

crushing strength not less than

Kg / Sqcm in cement mortar 1:5 (1

cement : 5 coarse sand) (2) A-type

depth 0.9 meter for 450 mm

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

54 9.00 Constructing manhole with R.C.C 21444.78 Rupees Each

top slab in 1:2:4 mix (1 cement : 2 Twenty One

coarse sand : 4 graded stone Thousand

aggregate 20 mm nominal size) Four Hundred

foundation concrte 1:3:6 mix (1 Forty Four

cement : 3 coarse sand : 6 brick And Paise

bats 40 to 50 mm nominal size) Seventy Eight

inside plastering 15 mm thick with Only

cement mortar 1:5 (1 cement :

coarse sand) finished with a

floating coat of neat cement slurry

and making channels in cement

concrte 1:2:4 mix ( 1 cement :

coarse sand : 4 stone aggregate

mm nominal size) finished smooth

complete including curing & testing

(I) Inside size 900 mm x 1200 mm

and 1.50 meter deep including FRC

cover having 20 tonne capacity with

frame size 850 mm diameter (A)

with 230 mm thick walls of brick

masonry using bricks having

crushing strength not less than

Kg / Sqcm in cement mortar 1:5 (1

cement : 5 coarse sand) (2) B-type

depth 1.50 meter for 450 mm /

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

55 6.00 Constructing manhole with R.C.C 25556.06 Rupees Each

top slab in 1:2:4 mix (1 cement : 2 Twenty Five

coarse sand : 4 graded stone Thousand Five

aggregate 20 mm nominal size) Hundred Fifty

foundation concrte 1:3:6 mix (1 Six And Paise

cement : 3 coarse sand : 6 brick Six Only

bats 40 to 50 mm nominal size)

inside plastering 15 mm thick with

cement mortar 1:5 (1 cement :

coarse sand) finished with a

floating coat of neat cement slurry

and making channels in cement

concrte 1:2:4 mix ( 1 cement :

coarse sand : 4 stone aggregate

mm nominal size) finished smooth

complete including curing & testing

(I) Inside size 900 mm x 1200 mm

and 1.50 meter deep including FRC

cover having 20 tonne capacity with

frame size 850 mm diameter (A)

with 230 mm thick walls of brick

masonry using bricks having

crushing strength not less than

Kg / Sqcm in cement mortar 1:5 (1

cement : 5 coarse sand) (3) C-type

depth 2.25 meter for 450 mm /

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

56 2.00 Constructing manhole with R.C.C 32366.59 Rupees Thirty Each

top slab in 1:2:4 mix (1 cement : 2 Two Thousand

coarse sand : 4 graded stone Three

aggregate 20 mm nominal size) Hundred Sixty

foundation concrte 1:3:6 mix (1 Six And Paise

cement : 3 coarse sand : 6 brick Fifty Nine Only

bats 40 to 50 mm nominal size)

inside plastering 15 mm thick with

cement mortar 1:5 (1 cement :

coarse sand) finished with a

floating coat of neat cement slurry

and making channels in cement

concrte 1:2:4 mix ( 1 cement :

coarse sand : 4 stone aggregate

mm nominal size) finished smooth

complete including curing & testing

(I) Inside size 900 mm x 1200 mm

and 1.50 meter deep including FRC

cover having 20 tonne capacity with

frame size 850 mm diameter (A)

With 230mm thick walls of brick

msonry using brick having crushing

strength not less than 35Kg. /

Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5- Coarse sand) (4) D type

Extra rate Metre

for for 600 mm B.B 522.96 Rupees Five No

masonry for every additional depth Hundred

0.10 meter or part thereof over Item Twenty Two

No 53 for depth from 0.9 meter to And Paise

1.5 meter. Ninety Six

58 18.00 Extra rate for constructing B.B 397.19 Rupees Three No

masonry for every additional depth Hundred

0.10 meter or part thereof over Item Ninety Seven

No 54 for depth from 1.50 meter to And Paise

2.25 meter. Nineteen Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

59 24.00 Extra rate for constructing B.B 550.40 Rupees Five No

masonry for every additional depth Hundred Fifty

0.10 meter or part thereof over And Paise

Item No 55 for depth from 2.25 Forty Only

meter to 3.15 meter.

60 16.00 Extra rate for constructing B.B 653.50 Rupees Six No

masonry for every additional depth Hundred Fifty

0.10 meter or part thereof over Three And

Item No 56 for depth above 3.15M. Paise Fifty

61 20.00 Desiliting & clenning of inspection 808.00 Rupees Eight No

chamber including necessary Hundred Eight

labours, Equipment, Machineries Only

etc.complete as directed.

62 10.00 Desiliting & clenning of Manhole 1111.00 Rupees One No

including necessary labours, Thousand One

Equipment, Machineries Hundred

etc.complete as directed. Eleven Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

63 40.00 Cleaning of choked sewer line by 1515.00 Rupees One Hour

diesel running vehicle mounting Thousand Five

hydraulic operated high pressure Hundred

suction cum jetting sewer cleaning Fifteen Only

machine fitted with pump having

suction capacity and water jetting

tank capacity including skilled

operator,supervising engineer etc.

for cleaning and partial desilting of

manhole and dechocking of sewer

lines, dechocking and flushing of

sewe line from one manhole to

another by high pressure jetting

system for sewer line with all

diesel, with all taxes and royalities

etc. and all operation cost as stated

above and shall be as and when

required basis with all lead and lift

as per direction and approval of

engineer in chagre.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

64 45.00 Providing junction for rain water 8976.88 Rupees Eight No

juncton chamber of size Thousand

0.60x0.60x0.75m with excavation Nine Hundred

of size 1.96x1.96 m & 0.15m thick Seventy Six

c.c.1:2:4 bed concrete including And Paise

brick masonary wall in CM 1:6 of Eighty Eight

0.75m height & 0.23m thick with Only

15mm thick cement plaster inside &

outside & 1.06x1.06 RCC (1:2:4)

slab of thickness 0.15m with CRS

steel and 0.60mx0.45m RCC

Perforated manhole cover of heavy

duty of 10 T capacity as per

directed by Engineer-in-charge

65 250.00 Providing and fixing M.S. grills of 103.62 Rupees One Kg

required pattern to wall gaps etc. Hundred

with M.S. flats Angle "T" round or Three And

square bars at required spacings Paise Sixty

and frame alround, Grill including Two Only

welding, fixturs and fastening and

one coat of primer & two coat of oil

painting etc. complete. as per

detailed drawing.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

66 1.00 Providing and erecting at the site of 41973.53 Rupees Forty No

work steel ventilating column of One Thousand

150m internal diameter and 12.20 Nine Hundred

Metre High from G.L. to bottom of Seventy Three

top grill including C.I. grill and base And Paise

plate bolts and nuts etc. and Fifty Three

excavation in foundation of size Only

120cm. x 120cm. x 165cm. and

filling the pit with first layer of

cement concrete 1:3:6 mix (1-

cement :3-coarse sand :6-graded

stone aggregate 20mm nominal

size) of 120cm. x 120cm. x 90cm.

and remaining pit with B.B.C. 1:3:6

mix (1-cement :3-coarse sand:6-

Brickbats 40+50mm size) and

providing fillet in Cement concrete

1:2:4 mix (1-cement :2- coarse

sand :4-graded stone aggregate

20mm. nominal size) at G.L. and

coats of silver paint etc. complete.

Rs. In Words : Rupees Seventy One Lakh(s) Seventy Three Thousand Nine Hundred Thirteen

And Paise Seventy Six Only

I / We am / willing to carry out the work at __________ above / below __________ percentage (should

be written in figures and words) above / below the estimated amount mentioned above. Amount of

my/our tender works out as under.

Estimated Amount put to Estimated Amount put to

Deduct _________ % Below. Add _________ % Above.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

Notes For Civil Work :-

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 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 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.

5 (A) (A) Rate of dismental material Rs.65470.60 shall be deducted from R.A bill at the

rate mention in attach statement here under if overall tender will be below then

(B) If in case of tender quoted above the rate , then estimated cost of dismentalled item

will be increased by percentage quoted by agency.

Executive Engineer

Dated signature

A'bad Medical (R&B) Division

of the contractor