BUDGETTED

No. figures Amount

1 Earthwork for embankment including breaking clods, dressing 1400.00 Cum 169.44

with all lead and lift and including watering rolling and

consolidation 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. (E) From Borrow area within

all lead and lift.

2 Construction of compacted coarsed granular sub base 200 mm 348.00 Cum 1721.37

thick (Grade-I, crushed B.T. materials of 53mm to 9.5mm @50%,

9.5mm to 2.36mm @20%, below 2.36mm @ 30%) by providing

close graded material, mixing in a mechanical mix plant at OMC,

carriage of a mix material to work site, spreading uniform layers

with motor grader on prepared surface and compacting with

vibratory power roller to achieve desire density, complete clause

as per

3 Providing and laying compacted 150 mm thick WBM of Grading-I 261.00 Cum 1774.57

MCBT metal of size 63 mm to 45 mm in required layers including

using 16% stone screening, 13.2 mm size and 8% stone dust as

filler including spreading, watering & consolidation by vibratory

roller etc. as per MoRTH Specification complete as directed by

Engineer in charge.

4 Providing and laying compacted 150 mm thick WBM of Grading-II 174.00 Cum 1885.67

MCBT metal of size 53 to 22.4 mm in required layers including

using 24% stone screening, 11.2 mm size and 8% stone dust as

filler including spreading, watering & consolidation by vibratory

roller etc. as per MoRTH specification complete as directed by

Engineer in charge.

5 Providing and laying wet mix base course macadam 100 mm in 116.00 Cum 1724.83

single layer using machine crushed chips as per required

gradation mixing with required optimum quantity of water

conveying the mix to site and spreading to grade and camber with

mechanical paver consolidation by vibratory roller including

material, labour, plant and machinery and equipment etc.

6 Providing and supplying evenly priming / tack coat with bitumen 1100.00 Sq.m. 58.32

emulsion SS-1 @ rate of 7.5 Kg/10 Sq.M.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

7 Providing and supplying evenly priming / tack coat with bitumen 32550.00 Sq.m. 126.98

emulsion SS-1 @ rate of 15 Kg/10 Sq.M.

8 Providing & laying Bituminous grout for levelling course with 3260.00 M.T. 2624.99

asphalt of grade of VG-30 at the rate of 1.99% by weight of mix

for mixing @ 4.00 kg/10 sq.mt. for tack coat of mix using B.T.

chips of required gradation including cleaning and heating asphalt

premix materials by hot mix process in proper gradation and

laying with paver finisher and consolidation by roller of 8 to

tonnes including cost of all materials, asphalt, aggregates, labour

charges, royalty charges etc.completed as directed. including

flushing key aggregate @0.13 Cum/10 Sq.m. (for levelling course

measured in M.T.)

9 Providing and laying 50 mm thick compacted B.M. with B.T. 6070.00 M.T. 3022.93

aggregate as per MORT&H specification and emulsion grade RS-

1 for tack coat at 2.5 Kg./10Sq.mt. with mechanical sprayer and

bitumen grade VG-30 for mixing at the rate 34.0 Kg/M.T. i.e. 3.4%

of total mix including heating the aggregate and asphalt by drum

mix plant and spreading the same by censor paver finisher and

consolidation with vibratory roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire wood, labour

charges etc. complete.

10 Providing and laying 25 mm thick Semi Dense Bituminous Carpet 3200.00 M.T. 3625.90

with B.T. aggregate as per M.O.R.T.&H gradation and

specification with on B.T. surface of grade VG-30 for mixing

@50.00 Kg/M.T. i.e. 5.0% by weigh to total mix including heating

& mixing the aggregate and asphalt by continuous batching of

drum mix plant and spreading the same by paver finisher and

consolidation with power roller including providing all materials

equipments, tools and plants, oil, kerosene, firewood, labour

charges etc. complete using contractor's own machineries drum

mix plant and paver finisher etc. complete.

11 Providing and laying compacted quarry spaull in side shoulder 2985.00 Cum 1154.43

including carriage of material and spreading on prepared base

including compacting as per MOST specification etc. complete.

12 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 9.00 No. 1290.56

including necessary reinforcement as per IRC type design in C.C

1:4:8 including painting, lettering etc. complete. (For N.H., S.H.

and M.D.R.)

13 Providing and fixing Hectometer stone as per I.R.C. type design 42.00 No. 356.49

including painting, lettering etc.complete (i) Fixing in C.C. 1:5:10

14 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 2.00 No. 1935.14

including necessary reinforcement as per I.R.C. type design in

C.C. 1:4:8 including painting, lettering etc. complete (For N.H.,

S.H. and M.D.R.)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

15 Providing and fixing Guard stone as per I.R.C. type design 40.00 No. 349.10

including white washing etc. complete (i) Fixing in C.C. 1:5:10

16 Hazard Marker Sign :- Providing and fixing sign boards made out 16.00 No. 3518.68

of 2mm aluminium sheet / 4mm ACP (Aluminum composite panel)

size 90 x 30 cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint

reflectorised with Micro Prismatic Grade retro reflective sheeting

of Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 1.8mtr long stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with best quality epoxy

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 60 cms.

for each leg including excavation, curing etc. complete under the

supervision of engineer in charge. A warranty for 7 years for the

retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test

lab for the product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

17 Village Name / Bump Ahead Sign :- Providing and fixing sign 6.00 No. 6397.43

boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite panel) size 90 x 60 cms. rectangular as per design of

IRC-67-2012. Pre treated with phospheting process & acid

etching, coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with Micro Prismatic Grade

retro reflective sheeting of Type-4 as per ASTM D- 4956 and

latest M.O.S.T. specifications; 3.3mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with best

quality epoxy coatings in black and white bends. The details of

symbol or inscription/letters / 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 60 Cms. for each leg including

excavation, curing etc.complete under the supervision of engineer

in charge. A warranty for 7 years for the retro reflective sheeting

from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

18 Regulatory / Mandatory Sign :- Providing and fixing sign boards 10.00 No. 3540.12

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite panel) size 60 cms dia. Circle as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality

epoxy paint reflectorised with Micro Prismatic Grade retro

reflective sheeting of Type-4 as per ASTM D- 4956 and latest

M.O.S.T. Specifications; 3.6mtr long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with best

quality epoxy 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 60 cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the

product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

19 Chevron Sign :- Providing and fixing sign boards made out of 15.00 No. 3711.75

1.5mm aluminium sheet / 3 mm ACP (Aluminium composite

panel) size 60 x 50 cm as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint;

reflectorised with Micro Prismatic grade retro reflective sheeting of

Type-4 as per ASTM D-4956 and latest M.O.S.T. specifications,

3.3 mtr. long stand post of 75 x 75 x 6mm / 65 NB Circular MS

Pipe as required and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted with best quality epoxy coatings

in black and white bends. the details symbol or inscription /

numerals for each board shall be 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 60 cms. for each leg including excavation, curing etc.

complete under the supervision of engineer in charge. A warranty

for 7 years for the retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the

product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective Sheeting.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

20 Direction (Junction) Sign :- Providing and fixing sign boards made 2.00 No. 21287.50

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

panel) size 244 x 122 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching,

coated with one coat of epoxy primer and two coats of best quality

epoxy paint, reflectorised with High Intensity Prismatic grade retro

reflective sheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 4.0mtr (2 Nos.) long stand post of Iron

angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 50 x 50 x 5mm;

painted with best quality epoxy 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 60 cms. for each leg including

excavation, curing etc. complete under the supervision of

engineer in charge. A warranty for 7 years for the retro reflective

sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test

lab for the product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

21 Road marking with hot applied thermoplast compound with 399.00 Sq.m. 367.72

reflectorising glass beads on bituminous surface and laying of hot

applied thermoplastic compound 2.5mm thick including

reflectorising glass beads @250 gms/sqmt area, thickness of

surface applied glass beads as per IRC 35. The finish surface to

be level uniform free from streaks and holes.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

22 Cautionary Warning Sign :- Providing and fixing sign boards 22.00 No. 3906.18

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite panel) size 90 x 90 x 90 cms. equilateral triangle as

per design of IRC-67-2012. Pre treated with phospheting process

& acid etching, coated with one coat of epoxy primer and two

coats of best quality epoxy paint reflectorised with Micro Prismatic

grade retro reflective sheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T. Specifications; 3.6mtr long stand post of 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with best quality epoxy 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 60 cms. for each leg including excavation, curing

etc. complete under the supervision of engineer in charge. A

warranty for 7 years for the retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for

the product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

23 Facility Informatory Sign :- Providing and fixing sign boards made 4.00 No. 3990.64

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

panel) size 80 x 60 cms rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality

epoxy paint, reflectorised with Micro Prismatic Grade retro

reflective sheeting of Type-4 as per ASTM D- 4956 and latest

M.O.S.T. Specifications; 3.6mtr long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with best

quality epoxy 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 60 cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for

the product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Type-B, "THRIE" : Metal Beam Crash Barrier (Providing and 100.00 Rmt. 3722.86

erecting a "THRIE" metal beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail, 70 cm above road/ground

level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm

spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road

level, all steel parts and fitments to be galvanised by hot dip

process, all fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a spacer of channel

section 150 x 75 x 5 mm, 546 mm long complete as per clause

25 Supplying and fixing Cat eye (Stimsonite) made out from Acrilo 1406.00 No. 375.72

beutile sterine injuction high compressed molding with reflector

made of MMC (prismatic type of size : 12 cm x 6 cm x

cm)provided with bituminous adhesive 100 g. with each unit for

fixing. (High Intensity grade)

26 Excavation for foundation up to 1.50 mt. depth including sorting 1093.00 Cum 121.89

out and stacking of useful material and disposing off the

excavated stuff within all lead and lift for all sorts of soil.

27 Excavation for foundation in sand, gravel, clay soft soils & murrum 180.00 Cum 571.08

etc. including sorting and strutting and dewatering as necessary

and disposing of excavated stuff as directed with all lead & lift.

28 Providing and casting in situ ordinary cement concrete M-150 for 22.50 Cum 3586.17

R.C.C. raft and cut-off walls including necessary shuttering,

laying, vibrating, ramming and curing complete.

29 Providing and casting in situ controlled cement concrete M-200 28.60 Cum 4387.29

for R.C.C. Raft and cutt-off walls including necessary shuttering,

laying, vibrating, ramming and curing complete.

30 Supplying and fixing reinforced concrete heavy duty non-pressure 20.00 Rmt. 4685.18

pipes with collars for culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (to level or slopes) of I.S.

class NP-4 of 900mm internal diameter.

31 Providing and fixing I.S.I. mark T.M.T. bar Fe-500D reinforcement 4594.00 Kg. 76.21

for R.C.C. work including bending, binding and placing in position

complete upto floor two level.

32 White washing with lime on wall surface (two coats) to give an 52.00 Sq.m. 12.08

even shade including thoroughly booming the surface to remove

all dirt, dust, mortar drops and other foreign matter.

33 Providing temporary all weather fair diversion suitable for the 1.00 No. 25250.00

traffic during construction period of the bridge including providing

necessary drains and all safety measures including red lamps /

signals at night for traffic etc. maintaining diversion for traffic till

opening traffic on main slab drain etc. complete as per directed by

engineer in charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Dismentaling the existing structure including removing and 26.60 Cum 536.08

stacking the dismentelled materials as and where directed. (B)

Rubble Masonary.

35 Dismentaling the existing pipe drain including removing and 15.00 Rmt. 252.50

stacking the pipe as and where directed. 900 mm dia. pipe.

36 Providing & filling in foundation as base course with ordinary 1072.00 Cum 3586.17

cement concrete of M-15 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming & curing

37 Providing and casting in situ controlled cement concrete M-25 for 280.00 Cum 4387.30

R.C.C. box & Retaining wing wall as per drawings including

centering, shuttering, scaffolding where necessary laying,

vibrating, curing and finishing complete.

38 Provision of an Reinforced cement concrete crash barrier at the 35.00 Rmt. 9657.60

edges of the deck, approaches to bridge structures , constructed

with M-40 grade concrete with TMT FE-550D reinforcement

conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at

expansion joints filled with pre-moulded asphalt filler board as per

the drawing having bottom size of 450mm, Top 225mm and Ht.

1100mm all locations as directed by the Engineer.

39 Providing and fixing in position I.S.I. mark Fe-550D T.M.T. bar 10.26 M.T. 76878.40

reinforcement including cutting, bending, hooking, tying and

welding complete and including forming the cage and lowering it

in position.

40 Filling available excavated earth (excluding rock) in trenches, 1200.00 Cum 130.39

plinth, sides of foundation etc. in layer not exceeding 20 cm in

depth consolidating each deposited layer by ramming and

watering etc. complete.

41 Providing and laying 22.5 cm thick Rubble flooring laid on 10cm 49.00 Cum 1064.94

thick CC 1:2:4 in U/S & D/S apron including filling the interstices

with C.C. 1:2:4 as directed by Engineer In charge.

42 Providing and laying weep hole in abutment and returns by using 76.00 No. 91.91

P.V.C. pipes of 100 mm dia. with laying in proper grade and

jointing the completed as per detailed specification.

43 Providing and laying filter media 600 mm thick as directed at back 61.00 Sq.m. 1180.34

of abutment, returns and wing walls as per detailed specifications.

44 Providing pre-moulded asphalt filler joint as per drawings. (A) 7.00 Sq.m. 702.12

12mm thick.

45 Demolition of brick work and stone masonry including stacking 48.000 Cum 536.09

serviceable material and disposal of unserviceable material with

all lead and lift. (ii) Rubble masonary.

46 Demolition and disposal of unserviceable materials with all lead 37.50 Cum 593.35

and lift. (i) Cement Concrete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

47 Providing temporary all weather fair diversion suitable for the 1.00 No. 699914.85

traffic during construction period of the bridge including clearing

and grubbing road land of thorny jungle, 7.00 mt wide earthwork

of required depth, NP3- 900mm dia. pipe for drainage, necessary

diversion board, 200mm thick GSB 5.50 mt. wide, 250mm thick

WMM 5.5mt. wide with priming coat, 50 mm thick B.M. in 5.5 mt

wide carriageway all safety measures including red lamps/signals

at night for traffic etc. maintaining diversion for traffic till opening

traffic on main Slab drain / Box culvert etc. complete including

demolition of diversion after opening of traffic on main road as per

directed by engineer in charge.

48 Providing and filling in foundation with ordinary cement concrete 102.00 Cum 3211.99

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

49 Providing and laying weep hole in abutment and returns by using 800.00 No. 45.81

A.C. pipes of 100 mm dia. with laying in proper grade and jointing

the completed as per detailed specification.

TOTAL Rs.

i.e. Rs. Five Crore Seventy Nine lacs Thirty Six thousand Six hundred Thirty Three and Seventy Nine paisa

I/We am/are willing to carry out the work @ ______________ % 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 Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-

In-Charge for which no extra payment shall be made.

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

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

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

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

there is a change as per actual mix design the cost of difference of cement consumption have been deducted

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

5. The Contractor will have to submit the required all mix design at his own cost before execution as

directed and to be approved from the Engineer in charge.

6. Credit for dismantalled & reuse materials of amount of Rs. 5,25,555.00 must be recovered from 1st R.A.

bill of Contractor's.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me

and found order.

Executive Engineer

R & B Division,