Resurfacing and Strengthening of Ghansera Selamba Panchpipari Road (M.D.R.) Km. 0/000 to 6/600 Ta-Sagbara Dist-Narmada

No. Figure Amount

1 Clearing and grubbing of road land including up rooting rank vegetation 1.47 Hect. 28455.09

grass bushes, shrubs, sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (C)

by mechanical means in area of light jungle.

2 Earth work for embankment including breaking clods, dressing with all 4921.00 Cum 170.51

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 8 T to

T. (C) from borrow area within all lead and lift.

3 Earthwork in cutting in all sorts of soil and soft murrum including 1409.00 Cum 137.33

conveying and putting the stuff in spoil bank maintaining minimum

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

4 Earthwork in cutting including preparing the slope and camber 30.00 Cum 266.77

andstacking or utilising the cutting stuff in bank as directed upto

Meters from the end of cutting with all lead and lift. (i) Hard murrum.

5 Earthwork in cutting including preparing the slope and camber 87.00 Cum 321.49

andstacking or utilising the cutting stuff in bank as directed upto

Meters from the end of cutting with all lead and lift. (ii) Soft rock not

requiring blasting.

6 Rolling & watering of earthwork in layers with power roller including 1242.00 Cum 23.18

filling in depressions which occur during the process.

7 Providing and laying 75 mm compacted of specified quarry spall in side 636.00 Cum 1041.31

shoulder including carraige of material and spreading on prepared

base including compacting as per MOST specification etc. complete.

8 Scarifying & removing bitumen macadam surface including completely 1474.00 Sq.m. 42.59

removing out the entire existing bituminous surface, stacking useful

materials on road side and disposing off remaining stuff. Complete as

per instruction in charge Engineer.

9 Providing, laying and spreading 150 mm thick Granular sub base 604.00 Cum 1244.32

(Grade-I) by providing close graded M.C.B.T. material in single layer

with motor grader on prepared surface, mixing by mix in place method

with rotovator at OMC and compacted with vibratory roller 80 to 110 KN

static weight to achieve desire density etc. completed.

10 Providing and laying compacted WBM of Grading-I MCBT metal of size 16.00 Cum 1654.38

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 compelete as directed by Engineer-in-charge.

11 Providing and laying compacted WBM of Grading-II MCBT metal of 841.00 Cum 1723.06

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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

12 Providing and laying evenly tack coat with emulsion bitumen RS-1 at 10475.00 Sq.m. 21.51

rate of 4.0 Kg / 10 Sq.M. etc. complete as directed with all labour and

materials.

13 Providing and laying tack coat with bitumen emulsion (RS-1) at the rate 43978.00 Sq.m. 13.64

of 2.50 Kg / 10 Sq.M. on the prepare bituminous surface etc complete

as directed with all labour and materials

14 Providing & laying Bituminous grout 50 mm thick with asphalt of grade 2676.00 M.T. 2410.87

of VG-30 at the rate of 1.99% by weight of mix for mixing 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 10 tonnes including

cost of all materials, asphalt, aggregates, labour charges, royalty

charges etc. complete as directed including flushing key aggregate @

0.13 Cum/10 Sq.m.

15 Providing & laying 50 mm compacted thick Bituminous Macadam with 2973.00 M.T. 2868.40

B.T. aggregate as per MORT&H specification & bitumen grade VG-30

for mixing @ 34 Kg. / M.T. i.e. 3.4% of total weight of mix including

heating & mixing the aggregate & asphalt in continuous batching mix

plant and spreading the same by paver finisher & consolidation with

vibratory roller including providing all materials equipments, tools &

plants, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & paver finisher etc.

16 Providing and laying 25 mm thick Semi Dense Bituminous Concrete 1595.00 M.T. 3461.27

with B.T. aggregate as per MORTH gradation asphalt grade VG-30 for

mixing @ 50.00 Kg./M.T. including heating and mixing the aggregate

and asphalt by continuous of drum mix plant and hot laid process

laying with paver finisher and consolidation with roller as per MORTH

specification to achieve desire density, including cost 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.

17 Providing and filling in foundation with ordinary cement concrete M-100 171.00 Cum 3211.27

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming & curing complete.

18 Providing & casting in situ ordinary cement concrete M-250 mix with 990.00 Cum 4996.47

Trimix C.C. Road laid as directed including temping, vibrating, finishing,

curing and filling in joints with bitumen etc. as per Engineer in charge.

19 Providing and casting in situ controlled cement concrete M-250 for 29.00 Cum 5171.20

average 75 mm thick wearing coat laid as directed including tamping,

vibrating, finishing, curing and filling in joints with bitumen complete.

20 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for R.C.C. work 35787.00 Kg. 77.29

including bending, binding and placing in position complete upto floor

two level.

21 Providing and fixing Hectometer as per I.R.C. type design including 27.00 No. 356.50

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

22 Providing and fixing guard stone as per I.R.C. type design including 214.00 No. 350.81

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

23 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 6.00 No. 1293.39

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

1:4:8 including letter and paints etc. complete (For N.H., S.H. and

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

24 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including 1.00 No. 1935.15

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.)

25 Cautionary Warning Sign :- Providing and fixing sign boards made out 54.00 No. 3906.19

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

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

26 Village Name Sign :- Providing and fixing sign boards made out of 2mm 3.00 No. 6397.43

aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 x

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.

27 Providing and fixing Junction board of M.S. plates and angles as per 5.00 No. 5236.70

standard I.R.C. design including fixing in C.C. 1:4:8 with necessary

excavation painting figuring and lettering on board etc. complete.

28 Road marking with hot applied thermoplastic paints with reflectorising 1535.00 Sq.m. 367.72

glass beads on bitumen surface providing and laying 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 beds 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 color marking

should provide luminance coefficient on cement road shall be min

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 thesection-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

29 Cat Eye / Road Stud / RPM : Supplying of of Raised Pavement 1496.00 No. 217.40

Markers 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 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 Sqcm on each side and the slope to

the 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 colour of the marker should be as per the IRC 35-2015

and as directed by Engineer-in-charge.

30 Citizen's information Board :- Providing and fixing of typical information 1.00 No. 23756.21

board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x

750 mm size fixed at top and bottom duly welded with MS angles of

x 25 x 5 mm thick M.S. plate shall be welded by welded bt two vertical

M.S. flats & four horizontal M.S. flats 5 mm thick to 75 mm x 75 mm of

12 SWG square tubes posts duly embedded in cement concrete M-15

grade block of 600 mm x 600 mm x 75 mm, below ground level.

Painting New letters & figure of any shade with ready mixed synthetic

enamel paint of superior quality in required shade and colour, All

sections of framed posts and steel tube will be painted with primer and

two coats of epoxy paints as per drawings clause 1701 and Annexure

31 Hazard Marker Sign :- Providing and fixing sign boards made out of 26.00 No. 3518.69

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

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

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. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

32 Chevron Board :- Providing and fixing sign boards made out of 2mm 78.00 No. 3711.75

alluminium sheet / 4mm ACP (Alluminium composite panel) size 60 x

50 cm 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; 3.3mt. 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 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 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 manufacture & a certified copy of 3 year outdoor exposure test

result fro third party

test lab for the product offered shall be submitted by contractor

(A) Class-B Type 4 Retro reflective sheeting

33 Regulatory / Mandatory Sign :- Providing and fixing sign boards made 42.00 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

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

34 STOP Sign :- Providing and fixing sign boards made out of 2mm 2.00 No. 6704.36

aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 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

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

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. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

35 Supply & fixing logo board of Vanbandhu Kalyan Yojana diamond size 1.00 No. 4050.10

(600mm x 600mm) 16 Gauge & board plate size (900mm x 250mm)

gauge thick M.S plate and 2.40 mt. deep length single angle 75 x 75 x

6 mm size including fitting and painting, lettering with luminous color as

per drawing etc.

36 Metal Beam Crash Barrier:- Type - A, "W" : Metal Beam Crash Barrier 100.00 Rmt. 3496.62

(Providing and erecting a "W" metal beam crash barrier comprising of

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

mm, 330 mm long complete as per clause 811)

37 White washing with lime on wall surface (two coats) to give an even 515.00 Sq.m. 13.00

shade including thoroughly booming the surface to remove all dirt, dust;

mortar drops and other foreign matter.

38 Providing flood gauge marks on sub structure as per design including 6.00 Sq.m. 166.91

painting as per specifications and as may be directed etc. complete.

39 Providing masonary steps with cement pointing on approaches as 44.00 Each 235.99

40 Providing and laying filter media 600mm as directed at the back of 359.00 Smt 1268.87

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

41 Providing and filling sand behind abutment & between returns in layers 994.00 Cum 478.83

as directed.

42 Excavation for foundation hard murrum and boulders and very stiff or 2186.00 Cum 625.88

sticky clays and other similar strata including sorting and strutting and

dewatering as necessary and disposing of excavated stuff as directed.

43 Excavation in large boulders and soft rock by welding including sorting 740.00 Cum 733.63

strutting and dewatering as necessary and disposing off the excavated

stuff as directed.

44 Excavation in hard rock by dry wet blasting and chiselling including 218.00 Cum 1715.20

dewatering preparing foundation base by proper benching and

stepping and disposing of the excavated stuff as directed. (B) Blasting

45 prohibited

Providing and filling in foundation with ordinary cement concrete M-15 256.00 Cum 3581.40

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

46 Diversion of water course, providing cofferdam and bund or island as 5.00 No. 50500.00

may be necessary for foundation and maintaining the same for the for

the period as may be necessary. (B) Diversion by channel (V) Pier Nos.

47 Providing and fixing steel dowel bar of Fe- 550D grade 32mm dia. for 519.00 Rmt. 545.10

anchoring by drilling holes in foundation strata including, necessary

bending hooking of dowel bars and grouting the holes complete as per

detailed drawing and as directed.

48 Providing and casting in situ controlled mix concrete M-30 for R.C.C. 717.00 Cum 4648.35

footing for pier including necessary shuttering, laying, vibrating,

ramming and curing complete.

49 Providing and filling trenches of excavation in rocky strata with NMC M- 545.00 Cum 3523.70

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

50 Providing and placing in position reinforcement grade I.S.I. mark Fe- 56.57 M.T. 73858.70

550D for Footing & RCC raft for Return wall including curing bending

hooking and tying compete as per detailed drawing.

51 Providing and laying weep holes in abutment and returns by using A.C. 407.00 No. 88.76

pipes of 100 mm. including laying in proper grade and jointing etc.

completed as per detailed specifications.

52 Providing and casting in situ controlled cement concrete M-30 for 371.696 Cum 5256.43

R.C.C. work in piers, abutments & return wall as per drawing including

centering, shuttering, scaffolding where necessary laying vibrating

curing and finishing complete. (A) Height from 0.0 to 5.0 M.

53 Providing and casting in situ controlled cement concrete M-30 for 25.200 Cum 5568.52

R.C.C. work in piers, abutments & return wall as per drawing including

centering, shuttering, scaffolding where necessary laying vibrating

curing and finishing complete. (B) Height from 5.0 to 10.0 M.

54 Providing and fixing in position Fe-550D steel dowel bars in pier caps 35.00 Each 455.63

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

including cutting, bending and welding complete.

55 Providing and fixing in position Fe-550D steel dowel bars in pier caps 35.00 Each 533.60

for anchorage in free end as per detailed drawing including cutting,

bending and welding complete.

56 Providing and casting in situ controlled cement concrete M-30 mix for 159.00 Cum 5335.36

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

cement concrete of required drawings, centering, shuttering,

scaffolding wherever necessary laying, vibrating, curing and finishing

57 Providing and fixing in position High strength deformed bar 73.270 M.T. 73858.70

reinforcement of steel grade Fe-550D including cutting, bending,

hooking, tying, welding etc, complete as per detailed drawing and

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

58 Providing and casting in situ controlled cement concrete M-30 for 686.00 Cum 5402.47

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

59 Providing and placing in position I.S.I.mark (T.M.T.) Fe-550D steel bar 41.30 M.T. 73243.02

reinforcement including cutting, bending, hooking and tying complete

as per detailed drawing for (A) Solid Slab.

60 Providing and casting in situ controlled cement concrete M-40 for 74.40 Cum 5488.22

average 100mm thick wearing coat laid as directed including tamping,

vibrating, finishing, curing and filling in joints with bitumen etc.

61 Providing parapet of ordinary cement concrete M-200 as per detailed 348.00 Rmt. 1425.92

drawings with necessary reainforcement including, shuttering, laying,

vibrating and finishing to line and level complete. (ii) Cast in situ.

62 Providing P.V.C. 100mm dia. water spouts including necessary iron 42.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

63 Providing and fixing marble slab including engraving letters, numbers 4.00 No. 1012.65

and painting etc. complete. (A) size 75 cm x 60 cm x 4 cm.

64 Providing and casting in situ controlled cement concrete M-30 for 74.20 Cum 5187.80

approach slab including form work, curing and finishing etc. complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

65 Providing and fixing in position steel bar reinforcement of steel grade 11.40 M.T. 73243.02

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

welding etc. complete as per detailed drawing and specification (A)

R.C.C. Approach slab (B) Wearing coat (C) Kerb

66 Providing pre-moulded asphalt filler joints as per drawings. (A) 12mm 87.00 Sq.m. 703.53

67 Providing, designing supplying and Installation of extruded Bi-Axial 1620.00 Sq.m. 111.10

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

68 Providing & fixing in position tar paper bearings as per detailed design 4.00 Job 15150.00

and drawings and specifications etc. complete.

69 Providing fusion bonded epoxy coating not less than 175 micron 80.57 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.

70 Providing fusion bonded epoxy coating not less than 175 micron 109.52 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.

71 Supplying and fixing ISI reinforced concrete heavy duty non-pressure 250.00 Rmt. 4710.56

pipes with collars including setting and joining the pipes in C.M. 1:2

watering and laying (to level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (iv) 900 mm dia.

72 Diversion Ahead Sign :- Providing and fixing sign boards made out of 6.00 No. 9867.07

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 35 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

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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

73 Around the Island / Road Direction Sign (Big) :- Providing and fixing 6.00 No. 9585.24

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

composite panel) size 180 x 60 cms. 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 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 incharge. The fixing at

site shall be in 1:2:4 CC block of size 45 x45 x 60 cms. for each leg

including excavation, curingetc.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

74 Men at work (Heavy) sign :- Providing and fixing sign boards made out 6.00 No. 9148.16

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 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

75 Danger Plate sign :- Providing & fixing sign board made out of 2.0 mm 6.00 No. 590.98

aluminium sheet / 4 mm ACP (aluminum Composite Panel) size 30cms

diameter circle, pretreated with phospheting process and acid etching,

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

epoxy paint reflectorised with retro reflective sheeting as per latest

M.O.S.T. specifications. 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. (A) Class-B Type-4 Retro Reflective

76 Dismentaling the existing structure including removing and stacking the 504.00 Cum 952.51

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

77 Providing, designing supplying and Installation of extruded Bi-Axial 2380.00 Sq.m. 111.10

Polypropylene 40 kn GeoGrid including all labours & etc. complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

78 Flexible Median Marker : Providing and fixing of Flexible Median 72.00 No. 271.69

Marker that are made of tough, high impact resistant, injection-

moulded, thermoplastic body with property of flexibility to provide high

durability. The dimension of Flexible Median Marker should not exceed

18.4 cm in height (including shank height),12.5 cm in width, 0.65 cm in

thickness and shank depth shall be 3.4 cm. The body structure shall be

rounded at all its corners and edges. The plastic used for molding the

Flexible Median Marker should survive impact load of 5kg continuously

for 750 times at room temperature. The logo of the manufacturer shall

be embossed on either side of the body in the injection molding

process. The Median Marker shall have flame like shaped body with,

fluorescent yellow color retro-reflective sheeting of size not less than

90 cm square, with fully reflective micro prismatic cube corners as its

retro reflective elements as per IRC 67 2012 and ASTM D4956-09

type XI specifications reflectivity values. The retro-reflective sheeting

shall be one or both sides of the Flexible Median Marker and shall be

protected with no exposed edges which will prevent edge lifting,

vandalism, sheeting damage, etc. The Flexible Median Marker shall be

fixed by a combination of epoxy adhesive and grouting as

recommended by manufacturer and Engineer in charge.

79 Excavation for foundation upto 1.5 m depth including sorting out and 325.00 Cum 458.30

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead. (D) Soft Rock not requiring blasting.

80 Providing and casting in situ ordinary cement concrete M-150 mix and 931.00 Cum 3787.50

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating and finishing concrete without v-grooves (A) 0 to

81 Providing and laying in position I.S.I. mark Fe 550D bar reinforcement 10.43 M.T. 73858.70

including cutting, bending, hooking and tying complete as per detailed

drawing for the following. (A) Piers (B) Abutments (C) R.C.C. Returns

82 Providing and casting in situ ordinary cement concrete M-150 for 43.00 Cum 3583.27

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

vibrating, ramming and curing complete.

83 Providing and casting in situ controlled cement concrete M-250 for 15.00 Cum 4490.46

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

vibrating, ramming and curing complete.

84 Providing and casting in situ controlled cement concrete M-250 mix and 25.00 Cum 4263.21

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing etc. complete without grooves

(Height from 0.0 to 5.0 mt.}

85 Providing and casting in situ controlled cement concrete M-250 for 7.00 Cum 5243.92

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

86 Providing and casting in situ controlled cement concrete M-250 for 32.00 Cum 5171.20

average 100 mm thick wearing coat laid as directed including

tempering, vibrating, finishing, curing and filling in joints with bituminous

87 Excavation for foundation upto 1.5 m depth including sorting out and 473.00 Cum 259.94

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead. (B) Dense or Hard soil

88 Supplying and fixing reinforced concrete heavy duty non-pressure 75.00 Rmt. 6621.26

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 / 1971 Class

NP4 of following internal diameter. (vi) 1200 mm dia.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

89 Providing & fixing "FLOOD GUAGE POST" on Causeway / dip having 2.00 No. 1988.69

(Channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. painting &

lettering with ordinary paint colour as per instruction of engineer in

90 Providing and fixing Number plate of Marble plate stone of required 1.00 No. 306.15

size set in C.M. 1:4 including finishing and engraving letters etc.

TOTAL Rs.

i.e. Rs. Seven Crore, Seventy Lacs, Thirty Four Thousand, Three hundred Eleven and Ninety 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. Credit for 70% materials to be reused and dismantalled materials of amount of Rs. 12,91,902.69 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,

Dediapada Rajpipla Rajpipla