BUDGETTED

No. figures Amount

1 Providing and laying filter media 600mm as directed at the back of 1946.28 Smt 1180.34

abutments, returns and wing walls as per detailed specifications etc.

2 Back filling behind abutment, wing wall and return wall complete as 629.79 Cum 859.81

per drawing and Technical specification.

3 Providing and laying pitching on slopes laid over prepared filter 1433.08 Cum 1051.41

media including boulder apron laid dry in front of toe of embankment

complete as per drawing and Technical specifications (A) Stone /

4 Providing and laying pitching on slopes laid over prepared filter 78.50 Cum 3003.74

media including boulder apron laid dry in front of toe of embankment

complete as per drawing and technical specifications.

5 Providing flood gauge marks on sub structure as per design 3.30 Rmt 155.26

including painting as directed etc. complete.

6 Providing masonary steps with cement pointing on approaches as 35.00 Steps 219.52

7 Steel work, welded in built up sections framed work including 12500.00 Kg. 90.48

cutting, hoisting, fixing in position and applying a priming coat of red

lead paint. (A) In beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross beams. Hip

and jack rafters, purlins connected to common rafters and the like.

8 Excavation for foundation in sand, gravel, clay soft soils and murrum 3614.60 Cum 486.77

etc. including shoring, strutting dewatering as necessary and

disposing of the excavated stuff as directed. (A) Depth upto 3.0 mt.

and lead upto 100m for 10 Cum.

9 Excavation for foundation in sand, gravel, clay soft soils and murrum 1513.672 Cum 571.08

etc. including shoring, strutting dewatering as necessary and

disposing of the excavated stuff as directed. (A) Depth from 3.0 M.

to 6.0 mt. and lead upto 100m for 10 Cum.

10 Providing and casting in situ ordinary cement concrete M-150 for 320.327 Cum 3586.18

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

vibrating, ramming and curing complete.

11 Diversion of water course, providing cofferdam and bund or island 5.00 No. 10100.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary (A) Diversion by channel (V) Pier

12 Bored cast in situ M-35 grade R.C.C. pile excluding reinforcement 1300.619 Cum 4730.91

complete as per drawing and technical specifications and removal of

excavated earth with all lift and lead upto 1000 m. (Pile diameter

13 Providing Steel Liner for curbs and steining for wells including 98.015 M.T. 47323.73

fabricating and setting out as per detailed drawing as directed.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

14 Providing and laying reinforcement cement concrete in pile caps 758.160 Cum 4903.08

including form work but excluding the cost of reinforcement

complete as per drawing and MORTH specifications section

1500 & 1700. (a) M-35 grade.

15 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 424.034 M.T. 82857.42

reinforcement including cutting, bending, hooking and tying

complete as per detailed for the following (A) Abutment cap & dirt

wall (B) Pier caps.

16 Providing and casting in situ or precast controlled cement concrete 481.52 Cum 5302.65

M-350 for concrete work in sub structure including centering,

shuttering, curing, scaffolding, ramming, vibrating, finishing,

launching or shifting complete.

17 Providing and casting in situ or precast controlled cement concrete 58.226 Cum 5460.71

M-400 for concrete work in sub structure including centering,

shuttering, curing, scaffolding, ramming, vibrating, finishing,

launching or shifting complete.

18 Providing and fixing in position bar reinforcement of steel grade 92.68 M.T. 85607.83

I.S.I. mark Fe-550D (T.M.T.) including cutting, bending, hooking,

tying, welding etc. complete as per detailed drawing and

specification (A) Abutment cap and dirt wall (B) Pier cap (C) R.C.C.

pier, R.C.C. abutment & R.C.C. returns.

19 Providing and laying weep holes in abutment and returns by using 1599.00 No. 45.81

A.C. / P.V.C. pipes of 100 mm. including laying in proper grade and

jointing the completed as per directed specification.

20 Providing and casting in situ or precast controlled cement concrete 485.560 Cum 5302.65

M-350 for prestressed concrete work in super structure including

centering, shuttering, curing, scaffolding, ramming, vibrating,

finishing, launching or shifting complete. (i) Main girders (ii)

Diaphragm or cross girder.

21 Providing and casting in situ or precast controlled cement concrete 345.60 Cum 5302.65

M-350 for prestressed concrete work in super structure including

centering, shuttering, curing, scaffolding, ramming, vibrating,

finishing, launching or shifting complete. (i) Deck slab

22 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 145.752 M.T. 86408.93

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing (B) T-beam and Deck slab type of

super structure (i) T beam Girder, Slab and cross girder.

23 Providing and laying in position fully moulded restrained 780000.00 Cu.c 0.90

elastromeric bearing as per detailed drawings. m.

24 Modular strip / Box Seal joint (Providing and laying of a modular 48.00 Rmt. 2057.37

strip Box steel expansion joint including anchorage catering to a

horizontal movement beyond 70mm and upto 140mm, complete as

per approved drawings and standard specification to be installed by

the manufacturer / supplier or their authorised representative

ensuring compliance to the manufacturer's instructions for

installation.

25 Providing G.I. 100mm dia. water spouts including necessary iron 25.00 No. 536.03

grating as per detailed drawing.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

26 Providing and casting in situ controlled cement concrete M-400 for 154.80 Cum 5068.56

average 100mm thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with bitumen

etc. complete.

27 Provision of an Reinforced cement concrete crash barrier at the 531.60 Rmt. 9657.60

edges of the road, approaches to bridge structures and medians,

constructed with M-40 grade concrete with HYSD reinforcement

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

expansion joints filled with pre-moulded asphalt filler board, keyed to

the structure on which it is built and installed as per design given in

the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III

dated 24 June 1994 as per dimensions in the approved drawing and

at locations directed by the Engineer, all as specified as per

drawing attached.

28 Providing and casting in situ controlled cement concrete M-150 for 14.85 Cum 4511.56

approach slab including form work, curing and finishing complete.

29 Providing and casting in situ controlled cement concrete M-300 for 29.70 Cum 4934.47

approach slab including form work, curing and finishing complete.

30 Clearing and grubbing of road land including up rooting wild 0.480 Hect. 34796.29

vegetation, grass, bush shrubs, saplings and trees of girth up to

mm removal of stumps of such trees cut earlier and disposal of

unserviceable material (C) by mechanical means in area of thorny

31 Dismentaling the existing structure including removing and stacking 591.74 Cum 886.05

the dismentelled materials as and where directed. (A) R.C.C. work.

32 Earthwork in cutting in all sorts of soil and soft murrum including 420.00 Cum 104.20

conveying and putting the stuff in spoil bank maintaining minimum

distance of five meter between top edge and cutting and toe of spoil

33 Earth work for embankment including breaking clods, dressing with 8318.73 Cum 169.44

all lead and lift including watering, rolling and consolidation of sub

grade in layer and consolidation of sub grade in layers at O.M.C. to

required dry density including filling the depressions which occur

during the process using power roller 8 t to 10 t (C) from borrow

area within all lead and lift.

34 Construction of compacted coarsed granular sub base 200 mm thick 965.00 Cum 1282.93

(Grading-I, Crushed B.T. materials of 53 mm to 9.5 mm @ 50%,

mm to 2.36 mm @ 20%, Below 2.36 mm @ 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

35 Providing and laying Wet Mix base course macadam 250 mm in two 988.25 Cum 1258.01

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. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

36 Providing and laying 75mm thick compacted B.M. with B.T. 538.72 M.T. 2750.23

aggregate as per MORT&H specification & emulsion grade RS-1 for

tack coat @ 2.5 Kg / 10 Sq.m. with mechanical sprayer & bitumen

grade VG-30 (60/70) for mixing @ 34 Kg. / M.T. i.e. 3.4% of total

mix including heating the aggregate & asphalt by drum mix plant

and spreading the same by censor paver finisher & consolidation

with vibratory roller including providing all materials, equipments,

tools & plants, oil, kerosene, fire wood, labour charges etc.

37 Providing and laying 2 layer of 25 mm thick Semi Dense Bituminous 186.43 M.T. 3336.03

Carpet with B.T. aggregates as per MORTH gradation and

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

the rate of 50.0 Kg./M.T. i.e. 5.0% by weight of total mix including

heating and mixing the aggregate & asphalt by continuous batching

of drum mix plant and spreading the same by paver finisher &

consolidation with power roller including providing all materials,

equipments, tools & plants, oil, kerosene, fire wood, labour charges

using contractor's own machineries, drum mix plant and paver

finisher etc. complete.

38 Providing and supplying evenly priming / tack coat with bitumen at 3790.00 Sq.m. 38.21

the rate of 10 kg/Sq.m. including heating the bitumen.

39 Construction of subgrade and earthen shoulders (Construction of 36.00 Cum 182.31

subgrade and earthen shoulders with approved material obtained

from borrow pits with all lifts and leads, transporting to site,

spreading, grading to required slope and compacted to meet

requirement of Table No. 300-2)

40 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and 420.00 Rmt. 4174.33

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

thick corrugated sheet metal beam rail, 85 cm above road / ground

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

spaced 2 m centre to centre, 2 m high with 1.15 m below ground

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 space of channel section

150 x 75 x 5 mm, 546 mm long complete as per clause 811)

41 Providing and laying Filter material underneath pitching in slopes 546.17 Cum 877.69

complete as per drawing and Technical specification.

42 Toe protection (A toe wall for toe protection can either be in dry 323.20 Cum 3583.27

rubble masonary in case of dry rubble pitching or pitching with

stones in wire crates or it can be in PCC M-20 nominal mix if

cement concrete block have been used for pitching. Rates for toe

wall can be adopted from respective clauses depending upon

approved design. The rate for excavation for foundation, dry rubble

masonary and PCC M-15 have been analysed and given in

respective chapters.

43 Providing and casting in situ controlled cement concrete M-300 for 1303.80 Cum 5381.95

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

vibrating, ramming and curing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

44 Providing and casting in situ controlled cement concrete M-300 for 943.40 Cum 6464.87

R.C.C. return as per drawings including centering, shuttering,

scaffolding where necessary laying, vibrating, curing and finishing

complete (B) Height from 5.0 mt. to 10 mt.

45 Road marking with hot applied thermoplastic paints with 467.15 Sq.m. 367.72

reflectorising glass beads on bitumen surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beads as per IRC:35-

2015. The finished surface to be level, uniform and free from streaks

and holes. zebra patta / bump patta lane / center line / edge line/cut

patta. The white colour marking should provide luminance

coefficient on cement road shall be min 130 mcd/m2/lux and Asphalt

road shall be min 100 mcd/m2/lux during the service life during the

day time. The marking should meet the performance criteria for

night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015.

46 Cat eye/road stud/RPM :- Supplying of molded twin shanks raised 150.00 No. 326.23

pavement markers made of polycarbonate and ABS moulded body

and reflective panels with micro prismatic lens (no glass bed lens)

capable of providing total internal reflection of the light entering the

lens face and shall support a load of 13635kgs. Tested in

accordance to ASTM D 4280 type H and complying to specifications

category-A of MORTH circular No RW/NH/33023/10-97-DO III, Dt.

11.06.1997. The height width and length shall not exceed 20mm,

130mm & 130mm and min. reflective are of 13 sqcm on each side

and slope to base shall be 35+/-5 degree. The strength of

detachment of the integrated cylindrical shanks, (of diameter not

less than 19+/-2mm & ht not less then 30+/-2mm) from the body is

to be a min. value of 500kgf. fixing will be by drilling holes on the

road for the shanks to go inside, without nails and using epoxy resin

based adhesive as per the manufacturer's recommendation & the

color of the marker should be as per the IRC 35-2015 & as directed

by engineer-in-charge.

47 Cautionary Warning Sign :- Providing and fixing sign boards made 15.00 No. 3906.19

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

48 Regulatory / Mandatory Sign :-Providing and fixing sign boards 4.00 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

49 STOP Sign :- Providing and fixing sign boards made out of 2mm 3.00 No. 6704.36

aluminium sheet / 4mm ACP (Aluminum composite panel) size

cms. Octagonal 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 3.6mtr 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 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

50 Chevron Sign :- Providing and fixing sign boards made out of 10.00 No. 3711.45

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.

51 Hazard Marker Sign :- Providing and fixing sign boards made out of 2.00 No. 3518.69

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

52 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

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.

53 Men at work (Heavy) sign :- Providing and fixing sign boards made 2.00 No. 9148.16

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

panel) size 120cm x 90cm 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; 3.6 mtr long stand post (2 nos.) of iron angle 75 x

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 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 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

54 Diversion Ahead Sign :- Providing and fixing sign boards made out 2.00 No. 9867.07

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

size 180 x 60cms. rectangle as per the 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 Grade retro reflective sheeting of Type-4 as

per ASTM D-4956 and latest MOST specification; 3.1mtr. long stand

post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50 NB circular MS pipe

as required and frame fabricated from suitable size iron angle of

x 35 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 60cms. 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 years 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.

55 Supplying and fixing reinforced concrete heavy duty non-pressure 75.00 Rmt. 6595.90

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 1200mm internal diameter.

56 Providing, laying and rolling 25 mm thick open graded premixed 74.00 M.T. 2866.38

bituminous carpet with B.T. aggregate as specified and using

bitumen (VG-30) for mixing with aggregate at the rate of 3.36% i.e.

33.60 kg/M.T. of total mix including heating and mixing in drum mix

plant and spreading the same with paver finisher and consolidation

with vibratory roller as per MORTH specification including necessary

firewood, oil, lubricants, labour charges etc. using contractor's own

drum mix plant and equipment, tools etc. completed in accordance

with the requirement of specification.

57 Providing and laying seal coat with B.T. aggregate as specified 38.00 M.T. 3327.96

using aggregate at the rate of 0.18 cum/10 Sqmt and bitumen grade

(VG-30) for mixing with aggregate at the rate of 4.50% i.e.

kg/M.T. of total mix including heating and mixing in drum mix pant,

spreading the same with paver finisher and consolidation with

vibratory roller including necessary firewood, oil, lubricants, labour

charges etc. using contractor's own drum mix plant and equipment,

tools etc. complete in accordance with the requirement of

specification.

58 Providing and casting in situ or precast controlled cement concrete 180.59 Cum 5302.65

M-35 for R.C.C. box and retaining wing wall as per drawings

including centering, shuttering, scaffolding where necessary laying,

vibrating, curing and finishing complete.

59 Filling available excavated earth (excluding rock) in trenches plinth 167.66 Cum 130.39

side of foundation etc. in layer not exceeding 20 cm in depth

consolidation each deposited layer by ramming and watering etc.

60 Providing and laying rubble apron (each stone weight not less than 153.02 Cum 1010.60

40 Kg) including hand packing and filled in the interstices with

quarry spaulls.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

61 Providing and fixing in position I.S.I. mark Fe-550D T.M.T. bar 13.54 M.T. 76878.40

reinforcement including cutting, bending, hooking, tying and welding

complete including forming the cage and lowering it in position.

62 Providing 12mm thick pre-moulded asphalt filler joints as per 7.52 Sq.m. 702.12

Total Rs.

i.e. Rs. Twelve Crore, Six Lacs, Seventy Five Thousand, Nine hundred Thirty Three and Seventy Nine paisa only

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 all required mix design at his own cost before execution as directed and to

be approved from the Engineer in charge.

6. Credit for dismantalled materials of amount of Rs. 12,11,848.00 must be recovered from 1st R.A. bill of

Contractor's.

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

Executive Engineer

R & B Division,