Construction of Bridge on Paniya Kesharpura State Highway to Dhabudi thai Humadpur Nadi Faliya Road Ta. Singvad Dist. Dahod

No. figures Amount

1 Providing flood gauge marks on sub structure as per design 20.00 Rmt 166.90

including painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 50.00 Each 235.99

3 Providing and laying filter media 600mm as directed at the back of 473.00 Smt 1220.20

abutments, returns and wing walls as per detailed specifications

etc. complete.

4 Providing and filling sand behind abutment & between returns in 404.00 Cum 478.82

layers as directed.

5 Excavation for foundation in hard murrum and boulders and very 969.00 Cum 625.88

stiff or sticky clays and other similar strata including sorting and

strutting and dewatering as necessary and disposing of excavated

stuff as directed.

6 Providing and filling in foundation with ordinary cement concrete M- 61.00 Cum 3577.75

15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

7 Diversion of water course, providing cofferdam and bund or island 7.00 No. 50500.00

as may be necessary for foundation and maintaining the same for

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

8 Empty boring through all sorts of strata for providing 1.20m. dia. 408.00 Cum 5689.36

R.C.C. bored piles to required depth including providing necessary

casing pipes with all plants and equipments required etc. complete

as per specifications.

9 Providing and laying controlled concrete M-35 for R.C.C. bored 462.00 Cum 4875.75

piles of 1.20 M dia. including ramming, vibrating and finishing

excluding reinforcement complete.

10 Providing and placing in position I.S.I. mark steel bar 344.00 M.T. 74037.92

reinforcement of steel grade Fe-550D T.M.T. for following items

including cutting, bending, hooking, tying etc. complete as per

detailed drawings and specifications for various structural

components.

11 Load testing of foundation piles including loading with necessary 2.00 No. 35767.11

kentledge or any other suitable method as directed.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

12 Performing Integrity Test (low strain) on vertical pile. The item shall 32.00 No. 1212.00

include chipping of weak concrete at the top of pile, leveling,

bending of reinforcing bars, preparation of pile head including

testing with pile driving analyser or approved equivalent. To be

carried out at least 15days after concreting of piles. A specialist

approved Agency shall be employed by the Contractor for the test.

The test shall be carried out as per relevant ASTM code.The item

is including complete testing with approved apparatus, analysis of

results and conclusions including submission of test reports in

three hard copies with soft copy in CD.

13 Providing and casting in-situ controlled cement concrete M-35 for 438.00 Cum 5076.54

R.C.C. piles cap including necessary form work vibrating, curing

and finishing complete.

14 Providing and casting in-situ controlled cement concrete M-35 for 101.00 Cum 4804.22

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

vibrating, ramming and curing complete.

15 Providing Steel Liner 6 mm thick for pile including fabricating and 30.00 M.T. 47323.73

setting out as per detailed drawing.

16 Providing and laying weep holes in abutment and returns by using 473.00 No. 47.36

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

jointing the completed as per directed specification.

17 Providing and casting in situ controlled cement concrete M-35 for 325.49 Cum 5487.49

R.C.C. work in piers, abutments & R.C.C. Return as per drawing

including centering, shuttering, scaffolding where necessary laying,

vibrating, curing and finishing complete for all heights.

18 Providing and casting in situ controlled cement concrete M-35 mix 151.00 Cum 5491.23

for R.C.C. work in pier cap, abutment cap and dirt wall including

controlled cement concrete M-40 bed blocks or pedestals of

required size below bearings as per detailed drawings including

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

19 Providing and casting in situ controlled cement concrete M-40 mix 24.00 Cum 5570.52

for bed block or pedestals and seismic arrester of required

drawings, centering, shuttering, scaffolding wherever necessary

laying, vibrating, curing and finishing complete.

20 Providing and laying in position fully moulded restrained 559872.00 Cu.cm 0.90

elastromeric bearing as per detailed drawings. .

21 Providing and casting in situ controlled cement concrete M-35 for 671.00 Cum 5960.41

R.C.C. work in super structure including centering, ramming,

vibrating, curing and finishing complete (B) T beam Deck slab type

of super structure (ii) T beam girder, slab and cross girder.

22 Providing and casting in situ controlled cement concrete M-40 for 97.40 Cum 5564.41

average 100mm thick wearing coat laid as directed including

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

etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Reinforced Cement Concrete Crash Barrier (Provision of an 269.00 Rmt. 1532.19

Reinforced cement concrete crash barrier at the edges of the road,

approaches to bridge structures and medians, constructed with M-

40 grade concrete with TMT 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

with necessary priming coat and 3 coat of painting complete with

Yellow & Black Patta as directed by the Engineer, all as specified)

(A) Only crash barrier.

24 Providing P.V.C. 100mm dia. water spouts including necessary 48.00 No. 159.37

iron grating as per detailed drawing including placing etc. complete.

25 Providing and fixing marble slab including engraving letters, 2.00 No. 1012.65

numbers and painting etc. complete. (A) size 75 cm x 60 cm x

26 Providing and casting in situ controlled cement concrete M-30 for 21.00 Cum 5263.99

approach slab including form work, curing and finishing etc.

27 Providing and fixing in position Strip Seal type expansion joint 51.00 Rmt. 1733.16

catering to maximum horizontal movement upto 70 mm, 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.

28 Providing Designing Supplying and Installation of Extruded Bi-Axial 648.00 Sq.m. 111.10

Polypropylene 30 kn GeoGrid including all labours & etc. complete.

29 Finishing wall with weather proof exterior emulsion paint on wall 404.00 Sq.m. 122.14

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, dust and

remains of loose powdered materials etc. complete.

30 Providing fusion bonded epoxy coating not less than 175 micron 138.00 M.T. 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ATM-775M including testing of coating at plant and all

taxes (A) 10mm to 16mm dia. bar.

31 Providing fusion bonded epoxy coating not less than 175 micron 207.00 M.T. 7296.24

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ATM-775M including testing of coating at plant and all

taxes (B) 20mm to 32mm dia. bar.

32 Structural steel work for inspection platform railing and ladder 6769.00 Kg. 131.83

(confirming to IS 4923-1997) riveted, bolted or welded in builtup for

all type sections, in framed work including cutting, hoisting, fixing

in position and applying a priming coat of approved steel primer all

complete as per the structural designs and directions of Engineer

in charge.

33 Providing and fixing the continuity arrangement in deck slab as per 26.00 Rmt. 8319.37

the detailed with fixture, components, filler etc. complete by

Engineer in charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Clearing and grubbing of road land including up rooting wild 0.20 Hect. 28393.04

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

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

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

35 Box cutting the road surface to proper slope and camber for 462.00 Cum 104.20

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

36 Earth work for embankment including breaking clods, dressing 22290.00 Cum 230.29

with 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 8.0 km lead (With minimum 13% CBR)

37 Rolling & watering of earthwork in layers with power roller including 231.00 Cum 22.48

filling in depressions which occur during the process.

38 Construction of granular sub-base by providing close graded 623.00 Cum 1620.95

material, mixing in a mechanical mix plant at OMC, carriage of

mixed material to work site, spreading in uniform layers with motor

grader on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per clause

for Grading- I Material.

39 Water Bound Macadam (Providing, laying, spreading and 612.00 Cum 1941.20

compacting stone aggregates of specific sizes to water bound

macadam specification including spreading in uniform thickness,

hand packing, rolling with vibratory roller 8-10 tonnes in stages to

proper grade and camber, applying and brooming requisite type of

screening/ binding materials to fill up the interstices of coarse

aggregate, watering and compacting to the required density)

Grading- I.

40 Providing and laying compacted of specified hard murrum in side 30.00 Cum 512.07

shoulder including carriage of material and spreading on prepared

base including compacting as per MORTH specification etc.

41 Providing and laying evenly priming coat using low viscosity liquid 3000.00 Sq.m. 63.36

bituminous emulsion SS1 of IS-8887 materials at the rate of

Kg./10 Sq.m. on WBM / Road surface using emulsion pressure

sprayer including the cost of all labour, materials, heating,

machinery & equipment etc. complete as directed

42 Providing and laying evenly tack coat using rapid setting emulsion 6000.00 Sq.m. 13.52

(RS-1) materials at the rate of 2.50 Kg / 10 Sq.M. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery & equipment etc. complete.

43 Providing & laying Bituminous grout 37.50 mm thick in higher 225.00 M.T. 2048.28

capacity plant with asphalt of grade of VG-30 at the rate of 1.99%

by weight 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 sensor paver and consolidation

by roller of 8 to 10 tonnes including cost of all materials, asphalt,

aggregates, labour charges, royalty charges etc. completed as

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

44 Providing and laying bituminous macadam with higher capacity 269.00 M.T. 2756.29

plant using crushed aggregates of specified grading premixed with

bituminous binder Asphalt grade VG-30 at the rate of 3.4% by total

weight of premix, transported to site, laid over a previously

prepared surface with paver finisher to the required grade, level

and alignment and rolled as per clauses 501.6 and 501.7 to

achieve the desired compaction for Grading-II (19 mm nominal

45 Providing and laying 20mm thick mix seal surfacing using B.T. 138.00 M.T. 3293.61

chips as per required gradation and mixing asphalt grade VG-30 @

5.10% by weight of total mix and mixing by contractor's own drum

mix plant and laying by sencer paver finisher and consolidation

with vibratory roller including necessary firewood, oil, lubricants,

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

equipment, tool etc. completed in accordance with the requirement

of specification.

46 Providing and fixing ordinary kilometer stone of approved hard 2.00 No. 1290.57

stone as per IRC type design and fixing in C.C 1:4:8 including

lettering and paints etc. complete. (For O.D.R and V.R.)

47 Providing and fixing 5th Kilometer stone of approved hard stone as 2.00 No. 1935.15

per I.R.C. type design in C.C. 1:4:8 including painting and lettering

etc. complete (For N.H., S.H. and M.D.R.)

48 Providing and fixing Hectometer as per I.R.C. type design 6.00 No. 356.50

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

49 Providing and fixing Guard stone as per I.R.C. type design 60.00 No. 349.11

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

50 Direction (Junction) Sign :- Providing and fixing sign boards made 4.00 No. 21287.51

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 Micro Prismatic grade retro reflective

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

Specifications; 4.0mtr long (2 Nos.) stand post of 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

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

51 Informatory Signs / Facility Informatory Sign :- Providing and fixing 20.00 No. 3990.64

sign boards made 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-

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

52 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

53 Village Name Sign :- Providing and fixing sign boards made out of 8.00 No. 6397.43

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

size 90x60 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

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

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

54 Sign board per Square Meter :- Providing and fixing sign boards 5.00 Sq.m. 7894.02

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

composite panel) size 1meter x 1 meter 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; 4 mtr long stand post (2 Nos.) of 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 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

55 Hazard Marker Sign :- Providing and fixing sign boards made out 8.00 No. 3518.69

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

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

56 STOP Sign :- Providing and fixing sign boards made out of 2mm 2.00 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

57 Road marking with hot applied thermoplastic paints with 794.00 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. Warranty for the

Retro reflectivity should be two years.

58 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 267.00 No. 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering the

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

accordance to ASTM D 4280 Type-H and complying to

Specifications of 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 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sq.cm on each side and the slope to

the base shall be 35 +/- 5 degree. The strength of detachment of

the integrated cylindrical shanks, (of diameter not less than 19 +/-

2 mm and height not less than 30+/- 2 mm) from the body is to be

a minimum value of 500 Kgs. 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 manufacturer's recommendation and

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

directed by Engineer-in-charge.

59 Cautionary Warning Sign :- Providing and fixing sign boards made 2.00 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

60 Providing and erecting a "Thrie" metal beam crash barrier 700.00 Rmt. 1790.73

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 810 including necessary excavation of Post,

providing levelling course M-10 (Size 0.65 x 0.65 x 0.10 m) &

foundation concrete in M-200 (Size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x

0.70) as per requirement and instruction from engineer in charge.

61 Chevron Sign / Route Marker sign :- Providing and fixing sign 10.00 No. 3842.20

boards made out of 1.5mm aluminium sheet / 3 mm ACP

(Aluminium composite panel) size 60 x 50 cm rectangular plus

x 25cm additional plate 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 x6mm / 65 NB Circular MS Pipe

as required and frame fabricated from suitable size iron angle of

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

product offered shall be submitted by contractor.

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

62 Excavation for foundation upto 1.50 mt. depth including sorting out 240.00 Cum 241.79

and stacking of useful material and disposing off the excavated

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

63 Providing and filling in foundation with ordinary cement concrete M- 20.00 Cum 3101.80

100 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

64 Providing and casting in situ ordinary cement concrete M-150 mix 377.00 Cum 3674.78

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

‘V‘ grooves (A) Height from 0.0 to 5.0 mt.

65 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 1.93 M.T. 73217.53

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings.

66 Filling available excavated earth (excluding rock) in trenches, 240.00 Cum 130.39

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

depth consolidating each deposited layers by ramming and

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

67 Providing and laying rubble pitching of 30.0 cm. thick with filling the 271.00 Sq.m. 599.94

sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and

cms. x 30 cms. panel wall as per the detailed drawing with

necessary excavation and providing water chutes of C.C. 1:3:6 at

24.00 mt. C/C providing pointing on rubble pitching in C.M. 1:3 etc.

Total Rs.

i.e. Rs. Six Crore, Twenty Lacs, Nineteen Thousand, Six hundred Twelve and Twenty 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.

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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,

Limkheda Dahod Dahod