Repairing to various Roads under jurisdiction of R & B Division, Bhuj (Pro. jungle cutting, Earth work, Metal work, Patch Work, paver patta & repairs to various CD work etc.) (Annual Rate)

Name of work :-

Repairing to various Roads under jurisdiction of R & B Division, Bhuj (Pro.

jungle cutting, Earth work, Metal work, Patch Work, paver patta & repairs to

various CD work etc.)

Bill of Quantity

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated In Figures In Words

but may be estimated Quantities

1 1.00 Clearing and grubbing road land 28455.09 Rupees Twenty Hect

including uprooting rank vegetation Eight

grass bushes,shrubs,sapling and Thousand Four

trees girth up to 300 mm removal Hundred Fifty

of stumps of trees cut earlier and Five And Paise

disposal of unserviceable materials Nine Only

(C) By mechanical means in area

of light jungle

2 1.00 Earthwork for embankment 160.14 Rupees One Cmt

including breaking clods, dressing Hundred Sixty

with all lead and lift and including And Paise

watering rolling and consolidation Fourteen Only

of subgrade in layers at O.M.C. to

required dry density including

filling the depression which occur

during the process using power

roller 8T to 10T.(A) From Borrow

pits within land width

3 1.00 Box cutting the road surface to 109.24 Rupees One Cmt

proper slope and camber for Hundred Nine

making a base for road work And Paise

including removing the excavated Twenty Four

stuff and depositing on the road Only

side slope as directed upto

4 Supplying of B.T. crushed stone Rupees Nil -

aggregate chippings etc of hard

stone of following size free of

disintegrated pieces deleterious and

organic matter and gradings as per

I.R.C. code including filling the

boxes etc. complete (For B.S.G.)

4(A) 1.00 25 mm to 40 mm 1133.31 Rupees One Cmt

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

4(B) 1.00 10 mm to 20 mm 1149.93 Rupees One Cmt

4(C) 1.00 6 mm to 10 mm 1054.37 Rupees One Cmt

5 1.00 Construction of Grannular sub 1459.45 Rupees One Cmt

base of 200 mm thick in by Thousand Four

providing GSB Gr - III coarse Hundred Fifty

graded material using B.T Metal Nine And Paise

26.5mm to 53 mm @ 35 % Forty Five Only

,26.5mm to 4.75mm 45% & Below

2.36mm 20 % in uniform layer with

motor grader on prepared surface

mxing by mix in place method with

vibratory roller to achive the

desired density complete as per

6 1.00 Providing and laying, spreading and 1647.71 Rupees One Cmt

compacting 150mm thick graded Thousand Six

stone aggregate to Wet Mix Hundred Forty

Macadam specification including Seven And

premixing the material with water Paise Seventy

at OMC in mechanical mix plant One Only

carraige of mixed material by tipper

tp site, laying in uniform layers

with mechanical means in sub-

base /base course on well prepared

surface and compacting with

vibratory roller to achieve the

desired density.

7 1.00 Providing and laying of a Stress 62.62 Rupees Sixty Smt

absorbing membrane over a Two And Paise

cracked road surface, with crack Sixty Two Only

width below 6 mm after cleaning

with a mechanical broom, using

Asphalt VG-40 complying with IS:

73, sprayed at the rate of 9 kg per

10 sqm and spreading 5.6 mm

crushed stone aggregates @

cum per 10 sqm with hydraulic

chip spreader, sweeping the

surface for uniform spread of

aggregates and surface finished to

conform to clause

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

8 1.00 Providing VG-30 grade asphalt for 51147.95 Rupees Fifty MT

spraying for mixing and tack coat One Thousand

uniformly including heating asphalt One Hundred

by manually as per requirement Forty Seven

etc. complete (ii) For B.S.G. (By And Paise

Agency) Ninety Five

9 1.00 Providing & applying evenly 64.64 Rupees Sixty Smt

Priming coat with bitumen Four And Paise

Emulsion (SS1) on prepared Sixty Four Only

surface of granular base including

cleaning of road surface and

sparying primer at the rate of

7.50 Kg. / 10 Smt using using

mechanical means.

10 Providing and laying 50 mm thick Rupees Nil -

compacted bitumenous macadam

(BM) using crushed stone aggregate

as per MORT & H gradation and

Emulsion (RS-1) for tack coat @

kg/10smt. & VG-30 grade bitumen

at the rate of 3.40% by weight of

total mix (i.e. 34kg/mt by wt. of

total mix) for binding including

heating and mixing the asphalt and

aggregates by continuous drum mix

plant and transporting the mix and

spreading the same by sensored

paver finisher and consolidation

with vibratory road roller including

using all necessary equipments,

tools, plants, including cost of all

materials, firewood, oil, lubricants,

labour charges etc. complete.

10A 1.00 Lead 0 km to 10 km 3428.95 Rupees Three MT

10B 1.00 Lead 10 km to 15 km 3449.15 Rupees Three MT

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

10C 1.00 Lead 15 km to 25 km 3488.54 Rupees Three MT

And Paise Fifty

10D 1.00 Lead 25 km to 50 km 3587.52 Rupees Three MT

And Paise Fifty

10E 1.00 Lead 50 km to 100 km 3686.50 Rupees Three MT

Paise Fifty Only

10F 1.00 Lead 100 km to 200 km 3984.45 Rupees Three MT

Forty Five Only

11 Providing and laying 50 mm thick Rupees Nil -

compacted D.B.M with B.T. stone

aggregates as per MoRT&H

gradation & specification

withEmulsion (RS-1) for tack coat

@ 2.5 kg/10smt and bitumen

grade VG - 40 for mixing at the rate

of 45.00kg/MT by weight of total

mix i.e (4.50 % by weight of total

heating the asphalt VG-40 and

aggregates by continuous batch

mix plant & spreading the same by

paver finisher including rolling &

consolidation with 10-12 tones

vibratory and power roller &

providing all materials,

equipments, tools & plants, fire

wood, oil, kerosene, labour charges

etc. and using contractor's own

machineries drum mix plant and

paver finisher etc. complete.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

11A 1.00 Lead 0 km to 10 km 3944.05 Rupees Three MT

11B 1.00 Lead 10 km to 15 km 3963.24 Rupees Three MT

11C 1.00 Lead 15 km to 25 km 4003.64 Rupees Four MT

11D 1.00 Lead 25 km to 50 km 4102.62 Rupees Four MT

And Paise Sixty

11E 1.00 Lead 50 km to 100 km 4201.60 Rupees Four MT

And Paise Sixty

11F 1.00 Lead 100 km to 200 km 4498.54 Rupees Four MT

And Paise Fifty

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

12 Providing & Laying 25 mm. thick Rupees Nil -

compacted Semi dense bituminous

carpet using B.T.stone chips as

per MORT & H gradation and

specification and bitumen grade

VG-30 for mixing @ 50.00Kg/M.T.

by weight of total mix i.e. (5% by

wt. of total mix ) including heating

the asphalt and aggregates by

continous batching drum mix

plant and spreading the same by

paver finisher including rolling and

consolidation with 10-12 tones

power roller and vibratory roller &

providing all materials, equipment,

tools & plant, fire wood, oil,

kerosene, labour charges etc. and

using contractor's own machineries

contineous batch mix plant & paver

finisher etc. complete.

12A 1.00 Lead 0 km to 10 km 4372.48 Rupees Four MT

12B 1.00 Lead 10 km to 15 km 4392.25 Rupees Four MT

12C 1.00 Lead 15 km to 25 km 4431.78 Rupees Four MT

12D 1.00 Lead 25 km to 50 km 4530.61 Rupees Four MT

And Paise Sixty

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

12E 1.00 Lead 50 km to 100 km 4629.44 Rupees Four MT

Forty Four Only

12F 1.00 Lead 100 km to 200 km 4925.93 Rupees Four MT

13 Providing and laying 20mm thick Rupees Nil -

Mix Seal Surfacing using stone

chipping & Aggregate as per MORT

& H Specification & Asphalt grade

VG-40 for mixing @ 50.90Kg/MT i.e

5.09% of total mix including

heating the aggregate & asphlt in

continuous batch mixing plant and

spreading the same by paver

finisher & consolidation with

vibratory roller & flushing sand @

0.30 cum/100smt including

providing all materials,

equipments, tools & plants, fire

wood, oil, kerosene, labour charges

etc. complete using contractor's

own machinery drum mix plant &

paver finisher etc. complete.

13A 1.00 Lead 0 km to 10 km 4787.40 Rupees Four MT

13B 1.00 Lead 10 km to 15 km 4806.59 Rupees Four MT

Fifty Nine Only

13C 1.00 Lead 15 km to 25 km 4845.98 Rupees Four MT

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

13D 1.00 Lead 25 km to 50 km 4943.95 Rupees Four MT

13E 1.00 Lead 50 km to 100 km 5042.93 Rupees Five MT

13F 1.00 Lead 100 km to 200 km 5336.84 Rupees Five MT

14 Providing & laying 40 mm. thick Rupees Nil -

Compacted Bitumine Concrete(BC)

with BT aggregate as per

M.O.R.T.&H.gradation & asphalt

grade VG-40 for mixing at the rate

of 55 Kg./M.T. i.e. 5.50% of total

weight of total mix including

heating the aggregate & asphalt in

continuous Batch mix plant &

spreading the same by sensor

paver finisher & consolidation with

vibratory roller & flushing sand @

0.30 Cum/ 100 Smt. including

providing all materials wquipments,

tools & plants, fire wood, oil,

kerosene, labour charges etc

complete using constractors own

machinery drum mix plant & paver

finisher etc complete.

14A 1.00 Lead 0 km to 10 km 4369.26 Rupees Four MT

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

14B 1.00 Lead 10 km to 15 km 4389.46 Rupees Four MT

14C 1.00 Lead 15 km to 25 km 4427.84 Rupees Four MT

14D 1.00 Lead 25 km to 50 km 4525.81 Rupees Four MT

14E 1.00 Lead 50 km to 100 km 4623.78 Rupees Four MT

14F 1.00 Lead 100 km to 200 km 4915.67 Rupees Four MT

15 Providing and laying Asphalt Rupees Nil -

Painting on BT surface with

bitumen grade VG-40 at the rate of

5 Kg /10 Sqm. By mechanical

sprayer and spreading the stone

dust on prepared surface at the

rate of 0.03 Cum. / 10 Sqm. etc.

complete and rolling with PTR and

roller brushing etc. complete.

15A 1.00 Lead 0 km to 10 km 60.80 Rupees Sixty Smt

15B 1.00 Lead 10 km to 15 km 60.90 Rupees Sixty Smt

15C 1.00 Lead 15 km to 25 km 61.09 Rupees Sixty Smt

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

15D 1.00 Lead 25 km to 50 km 61.59 Rupees Sixty Smt

Fifty Nine Only

15E 1.00 Lead 50 km to 100 km 62.07 Rupees Sixty Smt

15F 1.00 Lead 100 km to 200 km 63.55 Rupees Sixty Smt

Paise Fifty Five

16 1.00 Providing & Laying 100 mm thick 1097.14 Rupees One Cmt

hard side shoulders with Quarry Thousand

spalls 70% and with using 30 % Ninety Seven

Stone Dust as filler and binding And Paise

material including spreading, Fourteen Only

watering & consolidation by

vibratory roller etc. complete

17 1.00 Preparing surface by Brushing with 17.88 Rupees Smt

wire brushes for removingcaked Seventeen And

mud etc. sweeping with brooms Paise Eighty

and finally fanning thecleaned Eight Only

surface with gunney bags to

remove all loose dirtetc.(ii) Black

18 1.00 Providing & applying evenly Tack 17.17 Rupees Smt

coat with bitumen Emulsion (RS1) Seventeen And

on prepared surface of granular Paise

base including cleaning of road Seventeen Only

surface and sparying primer at

the rate of 2.50 Kg. / 10 Smt

using using mechanical means.

19 1.00 Providing Diversion of road 5.50 mt 5413.60 Rupees Five Rmt

Width (having 7.50 mt Formation Thousand Four

Width) for Structure by Providing Hundred

& spreding Earth Work , 200 mm Thirteen And

GSB-III, 200 mm WMM, 50 mm BM Paise Sixty Only

and 20 mm MSS . The Length of

Road is Depend on site condition

etc as directed by Engineer in

Charge. (Including Prime Coat

kg/10 Smt & Tack Coat 2.5kg/10

20 1.00 Spreading the stone aggregate for 262.24 Rupees Two Cmt

rolling including filling the Hundred Sixty

interstices to required camber and Two And Paise

gradient (including spreading of Twenty Four

Blindage) for all size crushed stone Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

21 1.00 Rolling and consolidating water 20.72 Rupees Twenty Smt

bound macadam (except laterite And Paise

and Kankar) including watering not Seventy Two

exceeding 150mm thickness (Main Only

layer including binding materials )

including filling in depressions

which occur during the process.(A)

With power roller exceeding 8 tonne

and not exceeding 12 tonne.

22 1.00 Providing and erecting a Road 87500.76 Rupees Eighty Rmt

Restraint System -Roller System Seven

Barrier ETI Raller System H1 & H2 Thousand Five

comprising of post of hot dip Hundred And

galvanized steel of 139.8 mm Paise Seventy

diameter (L-2200 and L-750) Six Only

thickness 4.5 mm spaced with

interval of 1 meter installed into

hardened road. Safet frame rail

from sheet of 3.2 mm thick are

fixed to main posts, shock

absorbing rallers 345 mm diameter

and 430 mm height made of

polypropylene - EVA, post caps,

locker pipes and connection

material. Distance between main

past and short post shall be

mm and the height of upper edge

rail is 960 mm. All steel parts

(FRAME S235JR equivalent

SS400)| and post S235JR shall be

hot dip galvanized against

corrosion. The system shall be

installed after Road Safety Survey,

Liasoning for reports, Pre & Post

Assessment & Installation report in

accordance with the design &

drawings and assembly

instructions etc. complete

23 1.00 Provding & Supplying New Jercey 3497.09 Rupees Three Nos.

type Precast M25 grade concrete Thousand Four

and min 15 kg reinfocement in Hundred

each crash barrier of size having Ninety Seven

0.25 smt cross sectional area and And Paise Nine

1.0 m length with lifting provision Only

and making one coat primer and

two coats of reflective paints etc

24 1.00 Excavation for foundation upto 1.5 122.94 Rupees One Cmt

m depth including sorting out Hundred

and stacking of useful Twenty Two

materials and disposing off the And Paise

excavated stuff upto 50 Meter Ninety Four

lead.(A) Loose or soft soil Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

25 1.00 Dismentaling the existing structure 930.35 Rupees Nine Cmt

including removing and stacking Hundred Thirty

the dismentelled materials as and And Paise

where directed. (A) R.C.C. work Thirty Five Only

26 1.00 Providing and laying cement 3740.22 Rupees Three Cmt

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

Coarse sand : 4- graded stone Seven Hundred

aggregates 20 mm nominal size) Forty And

and curing complete excluding cost Paise Twenty

of formwork in (A) Foundation and Two Only

27 1.00 Providing and laying cement 3025.99 Rupees Three Cmt

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

coarse sand : 6- hand broken stone Twenty Five

aggregates 40 mmnominal size) and And Paise

curing complete excluding cost of Ninety Nine

formwork in (A) Foundation and Only

28 1.00 Supplying and fixing reinforced 4710.56 Rupees Four Rmt

concrete heavy duty non-pressure Thousand

pipes with collars for culverts Seven Hundred

including setting and joining the Ten And Paise

pipes in C.M. 1:2 watering and Fifty Six Only

laying (To level of slops of I.S. 458 /

1971 Class NP4 of following

internal diameter. (iv) 900 mm dia.

29 1.00 Supplying and fixing reinforced 6621.26 Rupees Six Rmt

concrete heavy duty non-pressure Thousand Six

pipes with collars for culverts Hundred

including setting and joining the Twenty One

pipes in C.M. 1:2 watering and And Paise

laying (To level of slops of I.S. 458 / Twenty Six Only

1971 Class NP4 of following

internal diameter. (vi) 1200 mm dia.

30 1.00 Providing and casting in situ 3815.64 Rupees Three Cmt

ordinary cement concrete M-200 Thousand

for average 75 mm thick wearing Eight Hundred

coat laid as directed including Fifteen And

tamping ,vibrating, finishing, Paise Sixty

curing and filling in joints with Four Only

bitumen complete.

31 1.00 Providing 10mm thick cement 135.47 Rupees One Smt

plaster in single coat on Hundred Thirty

brick/concrete walls for interior Five And Paise

plastering upto floor two level and Forty Seven

finished even and smooth in Only

(i)Cement mortar 1:3 (1-cement:3-

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

32 1.00 Providing 15mm thick cement 180.40 Rupees One Smt

plaster in single coat on Rough Hundred

(Similar)side of single or half brick Eighty And

walls for interior plastering upto Paise Forty

floor two level and finished even Only

and smooth in (i) Cement mortar

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

33 1.00 Precast concrete block masonry 3771.97 Rupees Three Cmt

(including quoin blocks jamb Thousand

blocks closer etc.) with solid Seven Hundred

concrete blocks of approved size Seventy One

made of cement concrete 1:3:6 mix And Paise

(1- Cement : 3 coarse sand: 6- Ninety Seven

graded stone aggregates of 20 mm Only

and down grade) in foundation and

plinth cement morter 1:6

34 1.00 Providing and filling in foundation 3960.93 Rupees Three Cmt

with ordinary Cement concrete M- Thousand Nine

100 mix and providing necessary Hundred Sixty

vertical pin headers including And Paise

formwork, vibrating, ramming and Ninety Three

curing complete. Only

35 1.00 Providing and filling in foundation 4510.70 Rupees Four Cmt

with ordinary Cement concrete M- Thousand Five

150 mix and providing necessary Hundred Ten

vertical pin headers including And Paise

formwork, vibrating, ramming and Seventy Only

curing complete.

36 1.00 Providing and filling in foundation 4552.99 Rupees Four Cmt

with ordinary Cement concrete M- Thousand Five

200 mix and providing necessary Hundred Fifty

vertical pin headers including Two And Paise

formwork, vibrating, ramming and Ninety Nine

curing complete. Only

37 1.00 Providing & casting in situ ordinary 5160.23 Rupees Five Cmt

cement concrete M-200 mix and Thousand One

providing necessary pin headers Hundred Sixty

including shuttering, scaffolding, And Paise

laying, vibrating, curing and Twenty Three

finishing complete with V-Groves. Only

(A) Height from 0.0 M. to 5.0 M

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

38 1.00 Providing and laying in position FE 73858.69 Rupees MT

500D TMT bar reinforcement Seventy Three

including cutting, bending, hooking Thousand

and tying complete as per detailed Eight Hundred

drawings for the following.(A) Piers Fifty Eight And

(B) Abutments (C) R.C.C. Returns Paise Sixty

39 1.00 Providing & laying weep hole in 86.70 Rupees Eighty Nos

Aburtments, and returns by using Six And Paise

P.V.C. pipe of 100mm including Seventy Only

laying in proper grede and jointing

the completed as per detailed

40 1.00 Providing and filling rubbles 1083.81 Rupees One Cmt

including hand packing and filling Thousand

interstices with quarry spalls Eighty Three

behind abutments and between And Paise

returns as directed. Eighty One

41 1.00 Finishing wall with weather proof 120.26 Rupees One Smt

exterior emulsion paint on wall Hundred

surface (two coats) to give an Twenty And

required shape even shade after Paise Twenty

thoroughly brushing the surface to Six Only

remove all dirt, and remains of

loose powdered materials.etc

42 1.00 Providing and fixing pre-cast 706.93 Rupees Seven Smt

Rubber Dye / steel Dye interlocking Hundred Six

concrete block 60mm thick with And Paise

grade of concreteM300 pnumatic Ninety Three

compressed / vibrated Only

mechanically and asper approved

design Confirming to IS 15658 :

2006including 35 mm Sand layer

for levelling and filling thejoint with

sand in proper line and level as per

guidlines ofIRC : SP 63-2018 etc.

43 1.00 Providing and fixing pre-cast 374.92 Rupees Three Rmt

concrete kerb stone of gray cement Hundred

based concrete block 30cm Seventy Four

length,30cm height and 15cm thick And Paise

of M300 grade concret as per Ninety Two

approved design and including Only

excavation for fixing in proper line

andlevel,filling the joint with C:M

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

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

44 1.00 Providing and laying in position 3896.98 Rupees Three Cmt

Ready Mixed M-150 grade concrete Thousand

for reinforced cement conctere Eight Hundred

work , using cement content as per Ninety Six And

approved Design Mix manufactured Paise Ninety

in fully automatic batching plant Eight Only

and transported to site of work in

transit mixer for a lead up to

kms having continuous agitated

mixer, manufactured as per mix

design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of centering

shuttering finishing and

reinforcement including cost of

admixtures in recommended

proportions as per IS: 9103 to

accelerate/ retard setting of

concrete, improve workability

without impairing strength and

durability as per direction of the

Engineer - in - charge. Without Fly

Ash (Min cement level as per latest

IS 456 shall be maintained)

45 1.00 Providing and laying in position 4957.33 Rupees Four Cmt

Ready Mixed M-200 grade concrete Thousand Nine

for reinforced cement conctere Hundred Fifty

work , using cement content as per Seven And

approved Design Mix manufactured Paise Thirty

in fully automatic batching plant Three Only

and transported to site of work in

transit mixer for a lead up to

kms having continuous agitated

mixer, manufactured as per mix

design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of centering

shuttering finishing and

reinforcement including cost of

admixtures in recommended

proportions as per IS: 9103 to

accelerate/ retard setting of

concrete, improve workability

without impairing strength and

durability as per direction of the

Engineer - in - charge. Without Fly

Ash (Min cement level as per latest

IS 456 shall be maintained)

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

46 1.00 Providing and laying in position 5019.80 Rupees Five Cmt

Ready Mixed M-250 grade concrete Thousand

for reinforced cement conctere Nineteen And

work , using cement content as per Paise Eighty

approved Design Mix manufactured Only

in fully automatic batching plant

and transported to site of work in

transit mixer for a lead up to

kms having continuous agitated

mixer, manufactured as per mix

design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of centering

shuttering finishing and

reinforcement including cost of

admixtures in recommended

proportions as per IS: 9103 to

accelerate/ retard setting of

concrete, improve workability

without impairing strength and

durability as per direction of the

Engineer - in - charge. Without Fly

Ash (Min cement level as per latest

IS 456 shall be maintained)

(Cement level 450 kg )

47 1.00 Providing and laying in position 5211.80 Rupees Five Cmt

Ready Mixed M-300 grade concrete Thousand Two

for reinforced cement conctere Hundred

work , using cement content as per Eleven And

approved Design Mix manufactured Paise Eighty

in fully automatic batching plant Only

and transported to site of work in

transit mixer for a lead up to

kms having continuous agitated

mixer, manufactured as per mix

design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of centering

shuttering finishing and

reinforcement including cost of

admixtures in recommended

proportions as per IS: 9103 to

accelerate/ retard setting of

concrete, improve workability

without impairing strength and

durability as per direction of the

Engineer - in - charge. Without Fly

Ash (Min cement level as per latest

IS 456 shall be maintained)

(Cement level 475 kg )

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

48 1.00 Providing and laying in position 5310.05 Rupees Five Cmt

Ready Mixed M-350 grade concrete Thousand

for reinforced cement conctere Three Hundred

work , using cement content as per Ten And Paise

approved Design Mix manufactured Five Only

in fully automatic batching plant

and transported to site of work in

transit mixer for a lead up to

kms having continuous agitated

mixer, manufactured as per mix

design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying,

excluding the cost of centering

shuttering finishing and

reinforcement including cost of

admixtures in recommended

proportions as per IS: 9103 to

accelerate/ retard setting of

concrete, improve workability

without impairing strength and

durability as per direction of the

Engineer - in - charge. Without Fly

Ash(Min cement level as per latest

IS 456 shall be maintained)

(Cement level 500 kg )

49 1.00 Providing and applying a single 757.50 Rupees Seven Smt

component high build Hundred Fifty

elastomeric, crack-bridging, Seven And

resistant to CO2 and SO2 and Paise Fifty Only

chloride ion diffusion, UV

resistant, breathable acrylic

coating using faircoat or

equivalent material applied in

waste water based acrylic primer

average coverage as per

manufacturer data sheet including

proper surface preparation using

wire brush, hand grinder High

Pressure Water jet or copper slag

blasting required to accept

coating, acrylic Cementitious

fairing coat or equivalent etc.

complete as per recommendation

of the manufacturer for all

heights. Item rate inclusive of

material, labour, tools, temporary

support four structures, plant and

machinery, curing etc. complete

directed Engineer-in- charge and or

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

50 1.00 Providing formwork of ordinary 263.90 Rupees Two Smt

timber planking so as to give a Hundred Sixty

rough finish including centering Three And

shuttering strutting and propping Paise Ninety

etc. Height of propping and Only

centering below supporting floor to

ceiling not exceeding 4 M. and

removal of the same for in situ

reinforced concrete and plain

concrete work in. (B) Flat surfaces

such as soffits of supspened floors

slabs Landings and the like. (1)

Floors etc. upto 200 mm in

51 1.00 Extra for Providing formwork with 98.84 Rupees Ninety Smt

sheathing steel sheets so as to give Eight And

a fair finish in (B)Flat surfaces Paise Eighty

such as soffits of slabs Landings Four Only

and the like. (1) Floors etc. upto

200mm in thickness.

52 1.00 Diversion of water course, 25250.00 Rupees Twenty LS

providing cofferdam and bund or Five Thousand

island as may be necessary for Two Hundred

foundation and maintaining the Fifty Only

same for the period as may be

53 1.00 Extra Lead rate for Transit Mixture 12.90 Rupees Twelve /Tonne

(Miller) above 10 km. And Paise

Rupees Four Lakh(s) Eighty Seven Thousand Five Hundred Twenty Seven And Paise Ninety

*Estimated amount *Estimated amount

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

Deduct : ………% below Add : ………% above

Net Rs……………………… Net Rs………………………

In words ……………………………… In words ………………………………

*(please strike out whichever is not applicable)

Note-1 All works shall be carried out as per Public Works Department Handbook and other specifications of

Division or as directed.

Note-2 All the columns in Schedule-B should be filled in online and the total of the entries in the last column

should be struck by the contractor under this signature.

Note-3 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and

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

Note-4 The contractor shall exist a board as per Govt. Reso. No. BDG/ 5377/1697 dated 26/4/78 (Gujarati)

and No. THC/1096/24 dated 27/11/90 and Govt. Reso. dated 18/11/91 involved at site without any

payment as directed by the Engineer in charge.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

Note-5 Testing of material shall be statement attached with the GERI Vadodara. Bill for testing charges shall

be paid by the Executive Engineer and 1% (One Percent) of amount put to tender excluding cost of

materials to be issued as schedule A i.e. Rs. _________ shall be recovered from the Contractor's

running bills as per (R&B) Department No.TNC/1085/(4)/C dated 10-5-85 and 20-12-91.

Note-6 The contractor shall state even 'NIL' percentage if no reduction is offered.

Note-7 pnMU VG[ BF6 lJEFU4 ;lRJF,I4 UF\WLGUZGF 9ZFJ S|DF\So V[DPV[DPVFZPv !!Z___vZ_!#vK4 TFP!q)qZ__$

YL ZFHI ;ZSFZGF AF\WSFD DF8[ J5ZFTF UF{6vBlGHGL ZMI<8L ;FNL DF8L VG[ ;MO8 DMZD 5Z ZMI<8L ,FU] 50X[P

Note-8 Labour Cess 1% of estimated cost put to tender for this work shall be recovered from the contract

payment as "Labour Cess" in terms of the Gujarat Govt. Gazette - extra ordinary - dt.12.12.2004,

implementation of buildings and other construction work (resolution of employment and conditions of

services Act'1996)

Note-9 Quantity of items may reduce or increase as per work execution.

Note-10 p5ZMST SFD SM.56 SFZ6;Z D\H]Z q GFD\H]Z SZJFGL ;œF ;CL SZGFZ VlWSFZLGL VAFlWT ZC[X[P

Note-11 For earthquake resistance provision the work shall be carried out as per the instruction of Engineer in-

Note-12 CM8DL1F %,Fg8 VG[ 5[JZYL YTF 0FDZGF SFDM AFAT[ ;ZSFZzLGF DFP VG[ DP lJEFU4 UF\WLGUZGF 5lZ5+

G\PV[;V[RVFZq!5(&qVF.ALq!*)s&fv;4 TFPZ_q!q_* D]HA VG];ZJFG] ZC[X[P

Note-13 XL0I],vAL DF\ NXF"J[, EFJM HLPV[;P8LP JUZGF K[P lA,GF R]SJ6F\ JBT[ 5|JT"DFG NZ 5|DF6[ HLPV[;P8LP

V,FINF R]SJJFDF\ VFJX[ TYF lGIDFG];FZ Z @ ,[B[ HLPV[;P8LP 5[8[ 8LP0LPV[;PGL J;],FT lA,MDF\YL

Signature of Contractor Executive Engineer

R&B Division, Bhuj