Construction of Slab Drain on Sanjeli Gothib Batakwada Road at Ch. 1/00 Ta. Sanjeli Dist. Dahod (Reinvite 2nd Attempt)

No. figures Amount

1 Providing and laying filter media 600 mm thick as directed at the 152.00 Sq.m. 1268.86

back of abutments and returns and wing walls as per detailed

specifications.

2 Providing and filling sand behind abutments and between side walls 182.00 Cum 478.82

of box returns in layers as directed.

3 Excavation for foundation in sand, gravel, clay soft soils and murrum 225.00 Cum 523.28

etc. including shoring and strutting and dewatering as necessary and

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

4 Excavation for foundation in hard murrum and boulders and very stiff 173.00 Cum 625.88

or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

5 Excavation in large boulders and soft rock by welding including 156.00 Cum 733.62

shoring and strutting and dewatering as necessary and disposing of

the excavated stuff as directed.

6 Diversion of water course, providing cofferdam and bund or island 2.00 No. 40400.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary. (B) Diversion by cofferdam / island.

7 Providing and fixing dowel bars of minimum 32mm dia. for anchoring 116.00 Rmt. 450.07

drilling holes in foundation strata including necessary bending,

hooking of dowel bars and grouting the holes complete as per

detailed drawing and as directed.

8 Providing and filling in foundation with ordinary cement concrete M- 38.00 Cum 3577.75

150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

9 Providing and casting in situ controlled cement concrete M-20 mix 250.00 Cum 4460.60

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete with V-

10 Providing and filling trenches including Labour charges - excavator 116.00 Cum 3521.45

in rocky strata with ordinary cement concrete M-150.

11 Providing and casting in situ controlled cement concrete M-20 mix 232.00 Cum 5068.30

and providing necessary pin headers including centering, shuttering,

scaffolding, laying, vibrating, curing and complete with V-Grooves.

(A) Height from 0.0 to 5.0 mt.

12 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 13.20 M.T. 83796.76

reinforcement including providing fusion epoxy coating not less than

175 micron thickness and upto 300 micron to reinforcement bars as

per IS-13620-1993/ASTM-775 M including testing of coating at plant

and all taxes and transporting to the site from factory, cutting,

bending and tying complete as per detailed drawing and

specification for various structural components.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

13 Providing and casting in situ controlled cement concrete M-200 for 19.00 Cum 5147.62

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

controlled cement concrete M-250 bed block or pedestals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying, vibrating, curing

and finishing complete.

14 Providing and fixing in position tar paper bearings as per detailed 1.00 Lump 2525.00

design and drawings and specifications etc.complete

15 Providing & laying weep hole in abutments and returns by using 152.00 No. 49.25

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

jointing the completed as per detailed specification.

16 Providing and casting in situ controlled cement concrete M-250 for 76.00 Cum 5313.15

R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

17 Providing and laying of a strip seal expansion joint catering to 9.00 Rmt. 2057.37

maximum horizontal movement upto 70mm complete as per drawing

and standard specifications to be installed by the manufacturer

suppliers or their authorised representative ensuring compliance to

the manufacture's instruction for installation.

18 Providing and casting in situ controlled cement concrete M-450 for 8.40 Cum 6568.82

average 100mm thick wearing coat laid as directed including

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

19 Providing and casting in situ controlled cement concrete M-25 for 7.70 Cum 4830.16

kerb / kerb block including form work, finishing etc.complete as per

specifications.

20 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 6.00 No. 341.29

cap or abutments caps for anchorage in fixed end as per detailed

drawings including cutting, bending and welding complete.

21 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 6.00 No. 399.70

cap for anchorage in free end as per detailed drawings including

cutting, bending and welding complete.

22 Provision of an Reinforced cement concrete crash barrier at the 34.00 Rmt. 8289.07

edges of the road, approaches to bridge structure, constructed with

M-450 grade concrete with Fe-550D reinforcement coating with

fusion bonded epoxy coating not less than 175 micron thickness and

upto 300 micron to reinforcement bars as per IS-13620-1993/ASTM-

775 M including testing of coating at plant and transporting to the

work site, bar conforming to IS:1786, with asphalt filler joint at every

10 meter and painting on concrete surface 15cm yellow and black

alternative as per detailed drawing and Engineer in charge.

23 Providing P.V.C. 100mm diameter water spouts including necessary 8.00 No. 159.37

iron gratings as per drawings.

24 Providing and casting in situ controlled cement concrete M-250 for 23.00 Cum 5105.40

approach slab including form work, curing and finishing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Clearing and grubbing of road length including up rooting wild 0.20 Hect. 28393.04

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

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

unserviceable material and stacking of serviceable material, Clause-

201.1 (area of light density) by mechanical means in area of light

26 Box cutting the road surface to proper slope and camber for making 145.00 Cum 104.20

a base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50 mt. lead.

27 Earth work for embankment including breaking clods, dressing with 605.00 Cum 230.29

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)

28 Rolling & watering of earthwork in layers with power roller including 73.00 Cum 22.48

filling in depressions which occur during the process.

29 Construction of granular sub-base by providing close graded 211.80 Cum 1504.28

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 401 for

Grading- I Material.

30 Water Bound Macadam (Providing, laying, spreading and 144.00 Cum 1664.76

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.

31 Wet Mix Macadam (Providing, laying, spreading and compacting 126.00 Cum 1678.24

graded stone aggregate to wet mix macadam specification including

premixing the material with water at OMC in mechanical mix plant

carriage of mixed material by tipper to site, laying in uniform layers

with paver in sub-base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired density)

32 Providing and laying compacted of specified hard murrum in side 51.00 Cum 512.07

shoulder including carriage of material and spreading on prepared

base including compacting as per MORTH specification etc.

33 Providing and laying evenly priming coat using low viscosity liquid 1050.00 Sq.m. 89.92

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

34 Providing and laying evenly tack coat using rapid setting emulsion 1935.00 Sq.m. 19.93

(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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

35 Providing & laying Bituminous grout 37.50 mm thick in hot mix plant 67.00 M.T. 2451.27

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 directed.

36 Providing and laying bituminous macadam with higher capacity plant 74.00 M.T. 3593.58

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 size)

37 Providing and laying 20mm thick mix seal surfacing using B.T. chips 49.00 M.T. 4863.15

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.

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

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

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

39 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.)

40 Providing and fixing Hectometer as per I.R.C. type design including 2.00 No. 356.50

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

41 Providing and fixing Guard stone as per I.R.C. type design including 20.00 No. 349.11

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

42 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 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

43 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- 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

44 Regulatory / Mandatory Sign :-Providing and fixing sign boards made 6.00 No. 3540.12

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

45 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 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

46 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

47 Hazard Marker Sign :- Providing and fixing sign boards made out of 10.00 No. 3518.69

2.0mm 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

48 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

49 Road marking with hot applied thermoplastic paints with 95.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

50 Cat eye/road stud/RPM : Supplying of Raised Pavement Markers 47.00 No. 326.23

made of polycarbonate and ABS moulded body and reflective panels

with Micro prismatic lens (No Glass bead 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 ASTMD

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 body of the marker should having finger grip for

easy and accurate placement and application with epoxy /

bituminous Adhesive as recommended by the manufacturer of the

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

and as directed by Engineer-in-charge.

51 Cautionary Warning Sign :- Providing and fixing sign boards made 5.00 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

52 Providing and erecting a "Thrie" metal beam crash barrier 120.00 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

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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

made out of 1.5mm aluminium sheet / 3 mm ACP (Aluminium

composite panel) size 60 x 50 cm rectangular plus 30 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 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.

54 Dismentaling the existing structure including removing and stacking 434.00 Cum 886.05

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

55 Supplying and fixing reinforced concrete heavy duty non-pressure 45.00 Rmt. 3246.19

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (to level of slops of I.S. 458 /

Class NP3 casted by vertically vibrated technology of following

internal diameter. 900mm dia.

56 Men at work (2' x 2') sign :- Providing and fixing sign boards made 4.00 No. 9148.16

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite

panel) size 60cm x 60cm 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; 3.3 mtr

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 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

TOTAL Rs.

i.e. Rs. Eighty Seven lacs Eleven thousand Five hundred Twenty Four and Sixty Five 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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. Credit for Diversion and dismantalled materials of amount of Rs. 8,68,589.00 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 order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Jhalod Dahod Dahod