Bridge

Estimated rate Total Amount

estimated out Item of Work estimated

or less quantities

In Figure In words

Clearing the site before commencement &

1 0.00 10100.00 Thousand One LS -

after completion of the works. Hundred Only

Marking out the centre line of the bridge & Rupees Ten LS

various other component structure & complete Thousand One

lining out & leveling with the theodolites, Hundred Only

levels, including constructing and establishing

necessary bench marks etc. complete as

Constructing temperory sheds for work

3 0.00 10100.00 Thousand One LS -

establishment and stores on the bridge site. Hundred Only

Dismentaling the existing structure including

Hundred Sixty Two

4 1.50 removing snd stacking the dismentelled 562.50 Cum

and Paise Fifty Only

material as and there directed

Providing architectural treatment to the bridge Rupees Ten

5 1.00 as per detailed drawing or as directed etc. 10100.00 Thousand One LS

complete. Hundred Only

Providing flood gauge marks on substructure Rupees Ninety Nine

as per design including painting as per and Paise Forty

6 5.69 99.40 Only Rmt

specifications and as may be directed etc.

Providing masonry steps with cement pointing Hundred Forty Four

on approaches on both ends as directed. and Paise Forty

Providing and laying filter media 600 mm thick Hundred Forty Nine

as directed at the back of abutments,returns and Paise Forty One Smt

as per detailed specifications and codal Only

requirements etc. Complete.

Providing and filling sand behind abutments

9 512.14 and between side walls of box returns in 282.80 Cum

layers as directed. Eighty Only

Excavation for foundation in sand,gravel clay, Rupees Three

soft soils and murrum etc. including shoring, Hundred Nine and

strutting and dewatering as necessary and Paise Twenty Seven

disposing off the excavated stuff including

plants and equipments as directed and as per

specifications.

Excavation in hard murrum and boulders and Rupees Three

very stiff or sticky clay and other similar strata Hundred Sixty Nine

11 0.75 including shoring and strutting and dewatering 369.68 and Paise Sixty Cum

as necessary and disposing of the excavated Eight Only

stuff as directed.

Diversion of water course providing cofferdam Rupees Twenty Five

and and bund or island as may be necessary Thousand Two

12 0.00 for foundation and maintaining the same until 25250.00 Hundred Fifty Only No. -

completion of foundation structure as may be

Providing & filling in foundation (levelling Rupees Three

course) with nominal cement concrete mix Thousand Ninety

13 59.63 3090.89 and Paise Eighty Cum

M15 including formwork, vibrating, ramming &

curing etc. complete. Nine Only

Providing and casting in situ design mix Rupees Four Cum

concrete M30 mix for RCC work in pier Thousand Twenty

cap,abutment cap, dirt wall including, Two and Paise

14 0.00 4022.20 Twenty Only -

shuttering, scaffolding wherever necessary,

laying, vibrating curing and finishing

Providing and placing in position deformed bar Rupees Forty Five

reinforcement of grade TMT Fe-500D for Thousand Four

15 8.73 following items including cutting, bending, 45458.60 Hundred Fifty Eight Tonne

hooking, tying etc. complete as per detailed and Paise Sixty Only

drawings and specifications.

Empty boring through all sorts of strata for Rupees One

providing 1.2m. Diameter R.C.C. bored piles Thousand Seven

to required depth including providing Hundred Eighteen

16 0.00 1718.60 and Paise Sixty Only m -

necessary casing pipes with all plants and

equipments required etc.complete as per

Providing and installing in position 6 mm thick Rupees Forty Nine

MS liner for initial length of cast in situ Thousand Eight

concrete piles including cutting, bending, Hundred Sixty

17 0.10 welding, fabricating, driving, applying 49863.30 Three and Paise MT

protective coating etc. complete as per

drawing and specification excluding temporary

liner if provided.

Providing and laying desin mix concrete M35

for R.C.C. bores piles of 1.2 mt. in diameter Hundred Forty

including ramming vibrating, curing and Seven and Paise

finishing etc. complete. Seventy Only

Providing and fixing in position steel bar Rupees Forty Four

reinforcement of grade Fe- 500D (TMT) for Thousand Four

19 0.708 R.C.C. bored piles as per detailed drawings 44431.90 Hundred Thirty One MT

including cutting,bending,hooking tying

welding and including forming the cage

Load testing of foundation piles including Rupees Sixty

20 0.00 loading with necessary kentledge or any other 60600.00 Thousand Six No. -

suitable method as directed. Hundred Only

Carrying out Intrigrity testing of foundation Hundred Eighty

piles as per specifications as directed Two and Paise

Providing & casting in situ design mix

concrete M30 for R.C.C. pile cap including, Hundred Thirty

necessary formwork, vibrating, curing etc. Seven and Paise

complete. Ninety Only

Providing & casting in situ Design mix Rupees Four

concrete M30 for R.C.C. work in piers, Thousand Four

abutments and R.C.C. returns with minimum Hundred Five and

23 28.77 lift of 4.0 mt. as per drawing including 4405.30 Paise Thirty Only Cum

centering shuttering, Scaffolding where

necessary laying, vibrating curing finishing

etc. complete. (0 TO 5 MT)

Providing & casting in situ Design mix Rupees Four

concrete M30 for R.C.C. work in Thousand Six

piers,abutments and R.C.C. returns with Hundred Eighty and

24 0.97 minimum lift of 4.0 mt. as per drawing 4680.70 Paise Seventy Only Cum

including centering shuttering, Scaffolding

where necessary laying, vibrating curing

finishing etc. complete. (5 TO 10 MT)

roviding and casting in situ design mix Thousand Four

concrete M30 mix for RCC work in pier cap, Hundred Seventy

abutment cap, dirt wall including M35 bed and Paise Seventy

25 23.93 blocks or pedestals of required size below 4470.70 Only Cum

bearings as per detailed drawing, shuttering,

scaffolding wherever necessary, laying,

vibrating curing and finishing etc.complete.

Rupees Forty Three

Providing and placing in position deformed bar

reinforcement of grade TMT Fe-500D for Hundred Ninety Six

26 1.528 substructure including cutting, bending, 43296.70 and Paise Seventy MT

hooking, tying etc. complete as per detailed Only

drawings and specifications.

Providing weep holes in abutments, returns Rupees Twenty Nine

using 10 cm dia. A.C. pipe & C.I. grouting and Paise Eight Only

including cutting, fixing the pipe in required

slope position as directed etc. complete

Providing and Fixing in position restrain One Rupee and

elastomeric type neoprene bearings fully Paise Seven Only

moulded as per detailed design & drawing &

Specification complete.

Providing and casting in situ controlled Rupees Three

cement M 30 for R.C.C. work in superstructure Thousand Seven

including centering shuttering scaffolding, Hundred Sixty

29 300.00 ramming, vibrating curing and finishing 3767.57 Seven and Paise Cum

Fifty Seven Only

complete.(a) T- Beam and deck slab type

superstructure (i) Deck Slab,(ii) Main and

Providing and fixing in position steel bar Rupees Forty Four

reinforcement of steel grade FE-500D (TMT) Thousand Eight

including cutting ,bending, hooking, tying, Hundred Fifty Three

30 45.00 44853.90 and Paise Ninety MT

welding etc, complete as per detailed drawing

and specification for Main Girder and Cross

Girder, Deck Slab.

Providing and laying of a stripseal expansion Rupees One

joint catering to maximum horizontal Thousand Seven

movement up to 70 mm complete as per Hundred Twenty

drawing and standard specifications to be Four and Paise

31 42.00 1724.07 Seven Only Rmt

installed by the manufacturer\ suppliers of

their authorised reoresentative ensuring

complience to the manufacture's instruction

for installation.

Providing and casting in situ. Design mix Rupees Three

concrete M30 for average 75 mm thick RCC Thousand Four

32 36.00 wearing coat laid as directed includind 3467.40 Hundred Sixty Cum

temping, vibrating,finishing, curing and filling Seven and Paise

in joints with bitumen etc. complete.

Providing RCC Crash Barriers of Design mix Rupees Three

concrete M40 mix as perdetailed drawing and Thousand Six

design including shuttering, laying, vibrating Hundred Eleven and

33 62.20 3611.49 Paise Forty Eight Cum

and three coats of cement wash and giving a

perfect smooth finishing to line and level, etc.

Providing P.V.C. 100mm dia water spouts

Hundred Fifty and

34 24.00 including necessary iron gratings as per 150.29 Nos

Paise Twenty Eight

Rupees Six Hundred

Providing and fixing marble slab including

Fifty Six and Paise

35 2.00 engraving letters, number painting etc. 656.90 Nos

Providing and casting in situ design mix

concrete M30 for RCC Approach slab Hundred Forty Five Cum

including form work, curing, finishing etc. and Paise Seventy

complete. Five Only

Providing and fixing in position TMT Rupees Forty Four

reinforcement bars of grade Fe- 500D Thousand One

37 11.77 including cutting, bending, hooking, tying etc. 44181.80 Hundred Eighty One MT

complete as per detailed drawings for and Paise Eighty

38 0.00 Credit For Dismantled Steel 20775.70 0 -

Hundred Seventy

Hundred Eight and

39 0.00 Credit For Dismantled HP 708.50 0 -

Paise Fifty Only

Clearing & Grubbing road land including Rupees Thirty Two

uprooting rank vegation grass bushes shrabs Thousand Eighteen

saplings and trees girth up to 300 mm removal and Paise Ninety

40 0.07 32018.93 Three Only Hect

of stumps of trees cut earlier and disposal of

unserviceable materials.( C ) By Mechanical

Means Light Jungle

Earth work Embankment including brecking of

clods, dressing with all lead and lift including

warening rolling and consolidation of subgrade Rupees One

41 2623.08 in layers at O.M.C to required dry density 100.01 Hundred and One Cum

including filling the depressing which occur Paisa Only

during the process using vibratory roller 8 T to

10 T form borrow area with all Lead and Lift

Excavation for foundation upto 1.5 m depth

Hundred Fifty Three

42 564.74 incl. Sorting out & stacking of useful material 153.50

and Paise Forty

& isposing Lead.(B) Dense of hard soil Nine Only

Construction of Grannular sub base of

150/200 mm thick in by providing GSB Gr - I

coarse graded material using B.T Metal

Hundred Ninety Six

and Paise Ninety

uniform layer with motor grader on prepared Nine Only

surface mxing by mix in place method with

vibratory roller to achive the desired density

Construction of Grannular sub base by

providing 200mm thick GSB Gr-II coarse

graded material (Grade - II ) using B.T Metal

44 0.00 mm @ 25%, and Below 2.36mm @40% in 738.61 Cum -

Eight and Paise

iform layer with motor grader on prepared Sixty One Only

surface mxing by mix in place method with

vibratory roller to achive the desired

density complete (RA - 2)

Providing and laying compacted WBM 150 Rupees One

mm thickness of B.T. M.C. metal of size 45 to Thousand Twenty

63mm size including using 20% grit stone Three and Paise

45 238.00 1023.13 Thirteen Only Cum

screening & stone dust as filler including

spreading watering & consolidation by

vibratory roller etc. complete.

Providing and laying, spreading and

compacting 100m thick graded stone

aggregate to wet mix macadam specification

including premixing the material with water at

Rupees Six Hundred

OMC in mechanical mix plant carraige of

46 155.00 642.16 Forty Two and Paise cum

mixed material by tipper tp site, laying in Sixteen Only

uniform layers with mechanical means in sub-

base /base course on well prepared surface

and compacting with vibratory roller to achieve

the desired density.

Rupees Fifty Seven

Providing & applying evenly priming coat with and Paise Five Only

bitumen Emulsion (SS1) on prepared surface

47 3103.00 of granular base including cleaning of road 57.05 Sqm

surface and sparying primer at the rate of

Kg./10 Smt using mechanical means.

Providing & applying evenly Tack coat with Paise Seventy Five

Emulsion RS-1 on prepared surface of Only

48 1584.00 granular base including cleaning of road 10.75 Smt

surface and sparying primer at the rate of

Kg./10 Smt using mechanical means. (RA-10)

Providing and laying 50.00 mm thick

compacted bitumenous macadam (BM) using

crushed stone aggregate as per MORT & H

gradation and (VG-30) 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

49 167.09 2250.28 Hundred Fifty and MT

aggregates by drum mix plant and Paise Twenty Eight

transporting the mix and spreading the same Only

by paver inisher 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. (RA-5)

Providing and laying 25mm thick compacted Rupees Two

S.D.B.C with B.T. stone chips as per MORT & Thousand Seven

H gradation and asphalt VG - 30 for mixing at Hundred Eighty and

Paise Ninety Three

the rate of 5.00 % by weight of total mix i.e

(50.00 kg/MT by weight of total mix) including

heating the asphalt and aggregates by drum

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.(RA- 6)

Providing 100mm thick compacted side Rupees Four

shoulder of quarry spall on road site including Hundred Nine and

51 22.00 409.66 Paise Sixty Six Cum

collection of material spreading, rolling of

watering etc. complete as directed Only

Providing & laying 20mm thick premix seal

surfacing using specified graded machine

crushed aggregates with VG-10 grade

bitumen at the rate of 5.09 % i.e. 50.90 Kg/

M.T. by weight mix including heating & mixing Rupees Two

in drum mix plant transporting the mix Thousand Eight

spreading the same by paver finisher and Hundred Twenty

consolidation by vibratory roller as per Five Only

MORT&H specification including cost of all

materials fuel, labours, tools and plant etc.

comp. and flushind Stone Dust @ rate of

providing and casting in-situ cement concrete Rupees Three

M 250 for R.C.C raft and cut off walls including Thousand Eight

53 385.13 3878.07 Hundred Seventy Cum

necessary shuttering, laying vibrating,

Eight and Paise

ramming and curing complete.

Filling available excavated EARTH (Excluding

Seven and Paise

Rock) in Trenches,Plinth,sides of foundations

Twenty Three Only

54 286.06 etc. in layers not exceeding 20 cm. in depth 77.23 cum

consolidating each deposited layer by

ramming and watering.

Providing and laying filter media 300 mm thick

Hundred Seventy

55 341.60 as directed at the back of abutments, returns 374.58 Smt

Four and Paise Fifty

and wing walls as per detailed specifications. Eight Only

Road Marking with hot applied thermo plast

paint with reflectorising glass beds on bitumen

surface. Providing & laying a hot applied

thermo plastic compound 2.5 mm thick

including rreflectorising glass beads @

250gms per sqm area, thickness of 2.5mm

thick is excluding of surface applied glass

beds as per IRC:35-2015. The finished Rupees Two

surface to be level, uniform, and free from Hundred Ninety

streaks and holes, zebra patta/bump patta Nine and Paise

lane center line/edge line/cut patta . the white Thirty Six Only

colour marking should provide luminence

coefficient of cement road shall be min

mcd / m2 / lux and for asphalt road shall be

min 100 mcd/ m2 / lux during service ine

during day time. The marking should meet

the performance criteria for night reflectivity,

wet reflectivity, and skid resistance as

Cat Eyes / Road Stud / RPM: Supplying raised

pavement marker made of polycarbonate and

ABS moulded body and reflective panels with

micro prismatic lens ( no glass lens) capable of

providing total intrenal reflection of the light

entering the lens face and shall support the load

of 13635 kg tested in accordance to

ASTM D-4280 type H and complying to

specification of catagory A of morth

circular No.RW/NH/33023/10-97-DO III dtd. Rupees Three

11.06.1997. The height, width and Length Hundred Seventy

shall not Five and Paise

exceed 20 mm, 130 mm & 130 mm with Seventy Two Only

minimum reflective area of 13 sqm on each

side and the slope to the base shall be 35+/-

degree. The body of marker should having

finger grip for easy and accurate placement

and application with epoxy / bituminous

adhesive as recommonded by manufacturer of

the marker. the colour of the marker should be

as per IRC :35-2015 and directed by engineer in

Cautionary Warning Sign :-Providing and fixing

sing boards made out of 2mm aluminium sheet;

size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-1977. Pre treated with

phospheting process & acid etching; coated

with one coat of epoxy primer and two coats

of best quality epoxy

paint ;reflectorised with retro

refiectivesheeting as per latest Rupees Two

M.O.S.T.Specifications; 3.1m long stand Thousand Eight

58 2.00 postand frame fabricated from suitable 2812.45 Hundred Twelve No.

sizeiron angle of 35 x 35 x 3mm, 75 x 75 x and Paise Forty Five

6mm as required; painted with bestquality Only

epoxy coatings in black andwhite bends. The

details of symbol foreach board shall be as

per theinstruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size

45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the

supervision of engineer in charge.(B) High

Intensity Grade. (SOR )

Place ideatification sign :-Providing and fixing

sing boards made out of 2mm aluminium

sheet; size 150 x 90cms. rectangle as as

per the design of IRC-67-1977 pre treated

with phospheting process & acid etching;

coated with one coat of epoxy primer and

two coats of best quality epoxy paint;

reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; Letters

and numerals should be as per IRC-30-

1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of

59 2.00 9233.02 Hundred Thirty No.

50x50x5mm 75x75x6mm as required;

Three and Paise

painted with best quality epoxy coatings in Two Only

black and white bends. the details of symbol

inscription / numerals for each board shall be

as per the instruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC block

of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete

under the supervision of engineer in charge.

(B)High Intensity Grade. (SOR It.No.26100B,

Hazard Marker Sign :-Providing and fixing

sing boards made out of 2mm aluminium

sheet; size 90 x 30cms. rectangle as as per

the design/drawing attached (IRC) pretreated

with phospheting process & acid etching;

coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest

M.O.S.T. Specifications;

60 2.00 2283.83 Hundred Eighty No.

3.1m long stand post and frame fabricated Three and Paise

from suitable size iron angle of 35 x 35 x 3mm & Eighty Three Only

50 x 50 x 5mm painted with best quality epoxy

coatings The fixing at site shall be in

block of size 45x45x 60cms. for each leg.

including excavation curing etc. complete

under the supervision of engineer in charge.

(B)High Intensity Grade.

Providing and Eracting a "W" Metal Beam Rupees Two

Crash Barrier comprising of 3mm thick Thousand Eight

corrugated sheet etal beam rail 70 mm above Hundred Sixty Eight

and Paise Forty

road/ground level, fixed on ISMC series

channel vertical post channel size 150mm x

75mm x 5 mm spaced 2.0 mt centre to centre,

61 200.00 1.8 mt high, 1.1 mt below ground level, all 2868.40 Smt

steel parts and figments to be galvanised by

hot dip process, all fittings to conform to

IS:1367 and IS 1364 metal Beam, rail to be

fixed on vertical post with a spacer of channel

section 150 x 75 x 5 mm, 330 mm long

complete as per Clause

Men at work (Heavy) sign :-Providing and

fixing sing boards made out of 2mm

aluminium sheet; size 120 x 90cms.

rectangle as as per the attached drawing.

pre treated with phospheting process &

acid etching; coated with one coat of

epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should

be as per IRC-30-1968, 3.1m long (2 nos)

62 0.00 stand post and frame fabricated from suitable 6812.89 ` No. -

size iron angle of 50 x 50 x 5mm painted

with best quality epoxy coatings in black

and white bends. the details of symbol or

inscription / numerals for each board shall be

as per the instruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC block of

45 x 45 x 60cms. for each leg.

including excavation curing etc. complete

under the supervision of engineer in

charge. (B)High Intensity Grade.

Regulatory/Mandatory signs :Providing and

fixing sing boards made out of 2mm

aluminium sheet; size 60cms. diameter circle

as per the design of IRC-67-1977 pre treated

with phospheting process & acid eteching;

coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest

M.O.S.T. Specifications; 3.1m long stand

post and frame fabricated from suitable size

63 2.00 2686.40 Hundred Eighty Six No.

iron angle of 35 x 35 x 3mm 75x75x6mm as and Paise Forty

required; painted with best quality epoxy Only

coatings in black and white bends. the details

of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x

60cms. for each leg. including excavation curing

under the supervision of engineer in

charge.(B)High Intensity Grade.

Diversion sign board :-Providing & Fixing sign

boards made out of 2mm aluminium sheet,

size 180 x 60 cms. rectangle as per the

attached drawing pre treated with phospheting

process & acid etching. coated with ne coat

of epoxy priemr and two coats of best quality

epoxy paint reflectorised with retro reflective

sheeting as per latest M.O.S.T. Specifications; Rupees Seven

Letters and numerals should be as per IRC- Thousand Seventy

30- 1968,3.1m long (2nos) stand post and Four and Paise

frame fabricated from iron angle of Forty Four Only

35x35x3mm, 50x50x5mm painted with best

quality epoxy coatings in blak and white

bends. The fixing at site shall be in 1:2:4 CC

block of size 45 x 45x 60cms for each leg,

including excavation curing etc. complete

under the supervision of engineer in

charge.(B)High Intensity Grade.

In Word Rupees One Crore Two Lakhs Eleven Thousand Eight Hundred Seventeen and thirty six Paisa Only

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in figures

and words) of the estimated rate mentioned above Amount of my / our tender works out as under.

*Estimated amount put to tender *Estimated amount put to tender

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

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed by the Engineer

– In – Charge for which no extra payment shall bemade.

2 The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt G.R.: PRC-

10/2017 Cement Consumption/16/C Date: 11/05/2017 as stated in S.O.R. therefore in R.C.C. items where the

reisa change as per actual mix design the cost of difference of cement consumption have been deducted from

the rate of original item at the rate of input rate mentioned in all the tender.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division