Resurfacing and Strengthening of Daruniya Samali Approach Road (M.D.R.) Km. 0/00 to 7/00 Ta. Godhra Dist. Panchmahal

No. Figure Amount

1 Clearing and grubbing of road land including up rooting rank vegetation 2.9843 Hect. 28393.04

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 5107.00 Cum 158.61

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 1708.00 Cum 127.74

conveying and putting the stuff in spoil bank maintaining minimum

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

4 Box cutting the road surface to proper slope and camber for making a 1513.00 Cum 104.20

base for road work including removing the excavated stuff and

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

5 Rolling & watering of earthwork in layers with power roller including 1656.00 Cum 22.48

filling in depressions which occur during the process.

6 Providing and laying 100mm compacted of specified quarry spaull in 1114.00 Cum 611.05

side shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc. complete.

7 Scarifying & removing bitumen macadam surface including completely 4538.00 Sq.m. 39.62

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.

8 Providing, laying and spreading 150 mm thick Granular sub base 674.00 Cum 856.48

(Grade-I) by providing close graded B.T.M.C. 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.

9 Providing and laying compacted WBM of Grading-I MCBT metal of size 959.00 Cum 1122.11

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.

10 Providing and laying compacted WBM of Grading-II MCBT metal of size 2374.00 Cum 1234.22

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.

11 Providing and laying evenly priming coat with emulsion bitumen SS1 19248.00 Sq.m. 63.83

(IS:8887) at rate of 7.5 Kg / 10 Sq.m. etc. complete as directed with all

labour and material.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

12 Providing and laying tack coat with bitumen emulsion (RS-1) at the rate 61216.00 Sq.m. 13.74

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

as directed with all labour and materials

13 Providing & laying Bituminous grout 37.50 mm thick with asphalt of 2403.00 M.T. 2225.03

grade 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.

14 Providing & laying 37.5 mm compacted thick Bituminous Macadam with 2528.00 M.T. 2733.06

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.

15 Providing & laying 20 mm thick mix seal surface using B.T. stone chips 1427.00 M.T. 3572.37

as per MORT&H gradation Type - A and specification with bitumen

grade VG-30 for mixing at the rate of 51.00 kg/M.T. of total weight of

mix (i.e. 5.10 % of total wt. of mix) and mixing aggregate and asphalt by

drum mix plant and spreading the same by paver finisher including

rolling and consolidation with static roller and providing tools and plant

fire wood, oil, kerosene, labour charges using contractor own

machineries etc. complete.

16 Providing and fixing Hectometer as per I.R.C. type design including 56.00 No. 356.50

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

17 Providing and fixing guard stone as per I.R.C. type design including 150.00 No. 349.11

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

18 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 7.00 No. 1290.57

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

19 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.)

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

20 Cautionary Warning Sign :- Providing and fixing sign boards made out 30.00 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

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

21 Village Name Sign :- Providing and fixing sign boards made out of 2mm 4.00 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.

22 Providing and fixing Junction board of M.S. plates and angles as per 4.00 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.

23 Road marking with hot applied thermoplastic paints with reflectorising 1650.00 Sq.m. 367.72

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

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. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

24 Cat Eye / Road Stud / RPM : Supplying of Raised Pavement Markers 933.00 No. 217.40

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

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.

25 Citizen's information Board :- Providing and fixing of typical information 1.00 No. 22562.39

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

26 Hazard Marker Sign :- Providing and fixing sign boards made out of 34.00 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

27 Chevron sign :- Providing and fixing sign boards made out of 1.5mm 48.00 No. 3711.75

aluminium sheet / 3mm ACP (Aluminum composite panel) size 60 x

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

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

coats of best quality epoxy paint; reflectorised with Micro Prismatic

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

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

6mm / 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.

(A) Class-B Type-4 Retro reflective sheeting.

28 Supply & fixing logo board of Kishanpath Yojana Board diamond size 1.00 No. 4096.56

(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. complete.

29 Metal Beam Crash Barrier:- Type - A, "W" : Metal Beam Crash Barrier 150.00 Rmt. 3354.21

(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)

30 White washing with lime on wall surface (two coats) to give an even 781.00 Sq.m. 12.09

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

mortar drops and other foreign matter.

31 STOP Sign :- Providing and fixing sign boards made out of 2mm 4.00 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

32 Regulatory / Mandatory Sign :- Providing and fixing sign boards made 22.00 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

33 Excavation for foundation upto 1.5 m depth including sorting out and 163.00 Cum 241.80

stacking of useful materials and disposing off the excavated stuff upto

50 meter lead. (B) Dense or Hard soil

34 Providing and filling in foundation with ordinary cement concrete M-100 105.00 Cum 3212.00

mix and providing necessary vertical pin headers including formwork

vibrating ramming & curing complete.

35 Providing and casting in situ ordinary cement concrete M-150 mix and 1364.00 Cum 3785.48

providing necessary pin headers including shuttering, scaffolding,

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

36 Supplying and fixing ISI reinforced concrete heavy duty non-pressure 190.00 Rmt. 4685.19

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.

37 Filling around the pipes with murrum including dressing, tampering etc. 218.00 Cum 147.95

38 Providing temporary all weather and fair weather diversion suitable for 7.00 No. 10100.00

traffic during the construction period of the structure including providing

necessary drain diversion and all safty measures including red lamps/

signals at night for traffic etc. complete.

39 Providing flood gauge marks on sub structure as per design including 11.00 Sq.m. 155.26

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

40 Providing masonary steps with cement pointing on approaches as 44.00 Each 219.52

41 Providing and laying filter media 600mm as directed at the back of 1006.92 Smt 1180.34

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

42 Providing and filling sand behind abutment & between returns in layers 1220.99 Cum 445.41

as directed.

43 Excavation for foundation hard murrum and boulders and very stiff or 2660.87 Cum 582.22

sticky clays and other similar strata including sorting and strutting and

dewatering as necessary and disposing of excavated stuff as directed.

44 Providing and filling in foundation with ordinary cement concrete M-15 121.55 Cum 3582.11

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

45 Diversion of water course, providing cofferdam and bund or island as 4.00 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.

46 Empty boring through all.sorts of strata for providing 1.20 m. dia. R.C.C. 1080.00 Rmt. 5292.43

bored piles to required depth including providing necessary casting pipe

with all plants and equipments as required etc. complete as per

specifications.

47 Providing and casting in situ controlled cement concrete M-35 for 1222.37 Cum 4810.09

R.C.C. bored piles of 1.20 M dia. Including ramming, vibrating and

finishing excluding reinforcement complete.

48 Providing and fixing in position steel bar reinforcement of steel bar 236.44 M.T. 73012.07

reinforcement of steel grade I.S.I. mark Fe-550D T.M.T. for R.C.C.

bored piles as per detailed drawing including cutting, hooking, tying,

welding and including forming the cage and lowering it in position

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

kentledge or any other suitable method as directed.

50 Performing Integrity Test (low strain) on vertical pile. The item shall 40.00 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

days 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.

51 Providing and casting in situ controlled concrete M-35 for R.C.C. piles 1020.50 Cum 5010.24

cap including necessary form work vibrating, curing and finishing

52 Providing and fixing in position steel bar reinforcement of steel bar 117.45 M.T. 73217.53

reinforcement of steel grade I.S.I. mark Fe-550D for R.C.C. PILE cap

including cutting, hooking, tying, welding etc. complete as per detailed

drawing and specification.

53 Providing and casting in situ controlled cement concrete M-35 for 182.00 Cum 4730.91

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

vibrating, ramming and curing complete.

54 Providing Steel liner 6 mm thick for pile including fabricating and setting 51.79 M.T. 47323.73

out as per detailed drawing.

55 Providing and laying weep holes in abutment and returns by using A.C. 953.00 No. 45.82

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

completed as per detailed specifications.

56 Providing and casting in situ controlled cement concrete M-35 for 338.550 Cum 5302.65

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.

57 Providing and casting in situ controlled cement concrete M-35 for 16.360 Cum 5612.72

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.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

58 Providing and casting in situ controlled cement concrete M-35 mix for 117.00 Cum 5381.41

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

cement concrete M-40 bed Block or pedestals and Seismic arrester of

required drawings, centering shuttering, scaffolding wherever

necessary laying vibrating curing and finishing complete.

59 Providing and fixing in position bar reinforcement of I.S.I. mark steel 70.53 M.T. 73217.53

grade Fe-550D (T.M.T.) including cutting, bending, hooking, tying,

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

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

Abutment & R.C.C. Return.

60 Providing and fixing in position Fe-550D steel dowel bars in pier caps or 25.00 Each 453.73

abutments caps for anchorage in fixed end as per detailed drawing

including cutting, bending and welding complete.

61 Providing and fixing in position Fe-550D steel dowel bars in pier caps 25.00 Each 529.02

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

bending and welding complete.

62 Providing and casting in situ controlled cement concrete M-35 for 484.00 Cum 5451.70

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

63 Providing and placing in position I.S.I.mark (T.M.T.) Fe-550D steel bar 34.00 M.T. 72601.86

reinforcement including cutting, bending, hooking and tying complete as

per detailed drawing for (A) Solid Slab.

64 Providing and casting in situ controlled cement concrete M-40 for 70.70 Cum 5491.47

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

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

65 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced 419.00 Rmt. 1532.19

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

coat of painting complete with Yellow & Black Patta as directed by the

Engineer, all as specified)

66 Providing P.V.C. 100mm dia. water spouts including necessary iron 40.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

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

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

68 Providing and casting in situ controlled cement concrete M-30 for 21.00 Cum 5191.05

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

69 Providing and fixing in position steel bar reinforcement of steel grade 10.00 M.T. 72601.86

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

70 Providing pre-moulded asphalt filler joints as per drawings. (A) 12mm 78.00 Sq.m. 702.12

71 Providing, designing supplying and Installation of extruded Bi-Axial 608.00 Sq.m. 111.10

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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

72 Finishing wall with weather proof exterior emulsion paint on wall surface 222.00 Sq.m. 114.53

(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.

73 Providing & fixing in position tar paper bearings as per detailed design 5.00 Job 15150.00

and drawings and specifications etc. complete.

74 Providing fusion bonded epoxy coating not less than 175 micron 205.28 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.

75 Providing fusion bonded epoxy coating not less than 175 micron 251.86 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.

76 Dismentaling the existing structure including removing and stacking the 307.00 Cum 886.06

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

77 Diversion Ahead Sign :- Providing and fixing sign boards made out of 2.00 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 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.

78 Around the Island / Road Direction Sign (Big) :- Providing and fixing 2.00 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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

79 Men at work (Heavy) sign :- Providing and fixing sign boards made out 2.00 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

80 Danger Plate sign :- Providing & fixing sign board made out of 2.0 mm 2.00 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

81 Flexible Median Marker : Providing and fixing of Flexible Median Marker 50.00 No. 271.69

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

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 edge

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.

82 Providing and casting in situ controlled cement concrete M-300 for 88.00 Cum 4652.06

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

vibrating, ramming and curing complete.

83 Providing and placing in position I.S.I. mark Fe 550D bar reinforcement 7.92 M.T. 73217.53

for following items including cutting, bending, hooking and tying

complete as per detailed drawing. For well :- curb, staining, cap and

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

84 Providing and casting in situ controlled cement concrete M-300 for 69.00 Cum 5223.72

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

scaffolding where necessary, laying vibrating, curing and finishing

complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC

85 Providing and casting in situ controlled cement concrete M-300 for 10.00 Cum 5533.79

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

scaffolding where necessary, laying vibrating, curing and finishing

complete. (B) Height from 5.0 to 10.0 M. (1) Piers (2) Abutment (3)

RCC return

TOTAL Rs.

i.e. Rs. Ten Crore, Fifty Two Lacs, Sixty Five Thousand, Eight hundred Two and Fourty Four paisa only

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

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

Charge for which no extra payment shall be made.

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

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

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

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

per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item

at the rate of input rate mentioned in all the tender.

5. Credit for 70% materials to be reused and dismantalled materials of amount of Rs. 5,20,488.78 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,

Godhra Godhra Godhra