Widening and strengthening of Dared Masitiya Lakhabawad road Km. 0/00 to 11/200, Dist.: Jamnagar.

Name of Work : Widening and strenthening of Dared - Masitiya - Lakhabawad road Km. 0/00 to 11/200, Dist.: Jamnagar.

BILL OF QUANTITIES

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

1 Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling 12.000 Hect. 28455.09

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 Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Using Motor 36675.000 Sq.Mt. 1.82

Grader) (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of

scarified material with in all lifts and lead upto 1000 metres.)

3 Box cutting the road surface to proper slope and chamber for making a base for road work 31228.000 Cu.Mt. 111.85

including removing the excavated stuff and depositing on the road side slope as directed upto

4 Earth work for embankment for SUBGRADE with Effective CBR 8 % including breaking clods, 19835.000 Cu.Mt. 205.32

dressing with all lead and lift and including watering, rolling and consolidation of subgrade in

layers at O.M.C. to required dry density, including filling the depressing, which occurs during the

process using power roller of 8 tonne to 10 tonne all as per specification(as per 5th Revision).

5 Construction of Granular Sub Base (Grading- VI) by providing coarse graded material of grading 18226.000 Cu.Mt. 792.85

as per Morth Spection (5th Revision), spreading in uniform layers with motor grader on prepared

surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory

roller to achieve the desired density, complete as per MORTH specification.

6 Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam 8552.000 Cu.Mt. 960.51

(WMM) specification including premixing the material with water at OMC in mechanical mix

plant carriage of mixed material by tripper 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.

7 Providing and applying PRIMER COAT with SS1 Emulsion using emulsion pressure distributor at 32574.000 Sq.Mt. 138.69

the rate of 0.75 kg/sqm on prepared surface of granular base including clearing of road surface

using mechanical brooms.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

8 Providing and Laying 50 mm thick (Compacted) Bituminous Macadam in single layer on the 3460.000 M.T. 2875.47

existing B.T. surface using stone chips as per gradation and using Bitumen VG-40 for tack coat

2.50 Kg./10 Sqmt. on B.T. surface and 34 Kg. i.e. 3.40% 1 M.T. of mix VG-40 Grade by using

stone chips as per MOSRT&H specification inclduing heating asphalt and aggregates by Drum Mix

Plant and spereading by paver finisher including consolidation with vibrato roller and providing,

operating plant machineries, equipment, tools, plants, oil fire wood, keresone and all labour

charges etc. complete.

9 Providing & laying DENSE GRADED BITUMINOUS MACADAM with Drum Mix Plant using crushed 7805.000 M.T. 3544.09

aggregates of specified grading, premix with bituminous binder VG-40 Grade @ 4.5 per cent by

weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic

paver finisher with sensor control to the required grade, level and alignment, rolling with smooth

wheeled, vibratory and tandem rollers to achieve the desired compaction complete, including

providing & applying of tack coat @ 0.25 kg/sq.m., all as per MORTH specification.

10 Providing & laying BITUMINOUS CONCRETE with drum Mix type Plant using crushed aggregates 4820.000 M.T. 3974.35

of specified grading, premix with bituminous binder VG-40 Grade @ 5.5 per cent by weight of

total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher

with sensor control to the required grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction complete, all as per MORTH

11 Supplying , stacking, spreading , rolling and watering Hard Murrum as directed for side shoulder 4306.000 Cu.Mt. 450.46

as directed with all lead & lift.

12 Providing and laying of Coated Glass Fiber Geogrid, indigenously manufactured for pavement 65730.000 Sq.Mt. 228.26

reinforcement. Glass Fiber Geogrid having 50kN/m tensile strength which conform to the

requirements given in Table 4.14 Of IRC:SP 59-2019. Complete installation method by rolling PTR

'afterlaying of Glass Fiber Geogrid Self Adhesive down towards surface and then immediately use

uniform tack coat I emulsion spraying as per projecvrequirement before laying final asphalt

overlay- Minimum roll width 3.5 meter or full lane width. As approved by Engineerin charge only

13 Providing and casting in situ controlled Trimix cement concrete M30 for 300mm thick laid as 3141.000 Cu.Mt. 5624.69

directed with 20mm down coarse aggregate of the required size including reinforcement,

formwork, placing in position, temping vibrating, curing, finishing and filling in joints with

bitumen etc. complete as directed by Engineer In charge.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

14 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT 152.430 M.T. 73441.05

Fe 550D grade) conforming to IS 1786 of all categories for following items of various components

including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting

in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc.

complete as per specification and detailed drawing.

For Trimix slab, Pier, Abutment, Return Wall, Raft, Walls, Top Slab, Retaining Wall with

Foundation, RCC Crash Barrier, Approach Slab etc.

15 Providing and filling in foundation with ordinary Cement concrete M10 mix and providing 1019.000 Cu.Mt. 3362.25

necessary vertical pin headers including formwork, vibrating, ramming and curing complete.

16 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 84.000 No. 3906.19

4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design

of IRC-67-2012. Pre treated with phosphating 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 refiectivesheeting 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 bestquality 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 blockof

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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

17 STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP 10.000 No. 6704.36

(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

refiectivesheeting 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 bestquality 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 blockof 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.

18 Village name Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm 8.000 No. 6397.43

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 High IntensityPrismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr 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 bestquality 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 blockof 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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

19 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 10.000 No. 21287.51

4mm ACP (Aluminum composite Panel); size 244x122 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 High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

4.0mtr (2 Nos.) 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 50x50x5mm; painted with bestquality

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 blockof size 45 x 45 x

Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

20 Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 20.000 No. 3990.64

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 High Intensity Prismatic

Grade retro refiectivesheeting 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 bestquality 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 blockof size 45 x 45 x

Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

21 Place Identification Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 10.000 No. 12341.52

4mm ACP (Aluminum composite Panel); size 150x90 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 High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

4.0mtr (2 Nos.) 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;

bestquality 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 blockof 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

22 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium 40.000 No. 3540.12

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 High Intensity Prismatic

Grade retro refiectivesheeting 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 bestquality 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 blockof size 45 x 45 x

Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

23 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin 3750.000 Sq.Mt. 367.72

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 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 liminance coefficinet on cemend road shalll 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. Warrenty for retro

reflectivity shall be 2(Two) years.

24 Cat Eye / Road Stud/RPM: Supplying of Molded Twin Shanks Raised Pavement Markers made of 3375.000 No. 326.23

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 Ill Dt 11.06.

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

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

mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf.

Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using

epoxy resin based adhesive as per manufacturer's recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

25 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement 3.000 No. 1935.15

as per I.R.C. type design in C.C. 1:4:8 including painting,lettering etc. complete (For N.H., S.H. and

26 Providing and Fixing Ordinary Kilometer stone of precast C.C. 1:2:4 including necessary 8.000 No. 704.33

reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting,lettering etc. complete

(For O.D. road V.R.)

27 Providing and fixing Hectometer as per I.R.C. type design including painting, lettering etc. 45.000 No. 356.50

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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

28 Route Marker sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 8.000 No. 3842.20

mm ACP (Aluminum composite Panel); size 60x45cm rectangular plus 30x25cm 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 High

Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6 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 35x35x3mm; painted with

bestquality 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 blockof 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

29 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 36.000 No. 3518.69

mm ACP (Aluminum composite Panel); size 90x30 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 High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr 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 bestquality 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 blockof 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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

30 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP 150.000 No. 3711.75

(Aluminum composite Panel); size 60x50cm 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

refiectivesheeting 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 of35x35x3mm; painted with

bestquality 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 blockof 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

31 Painting two coats after filling the surface with synthetic enamel paint in all shades on new 648.000 Sq.Mt. 81.81

concrete Kerb surfaces

32 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier 250.000 Rmt. 3405.72

comprising of 3 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 5 mm, 330 mm long complete as per clause 811)

33 Excavation for Foundation of Piers, Abutment foundations in sand, gravel, clay, soft soils, 2752.720 Cu.Mt. 523.28

murrum, hard murrum, boulders, very stiff or sticky clays, soft rock, etc. including shoring,

strutting and dewatering as necessary and depositing of the excavated stuff as directed for all

lead, back filling the excavated pit by approved excavated material etc. complete as per

Depth upto 3.0 m below GL

34 Providing and casting in situ ordinary cement concrete M:10 for RCC Raft and cut-off walls 123.000 Cu.Mt. 3362.25

including necessary shuttering laying, vibrating, ramming and curing complete.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

35 Providing and casting in situ ordinary cement concrete M:15 for Bedding of Pipes as per detail 850.000 Cu.Mt. 3789.70

drawing, including necessary shuttering laying, vibrating, ramming and curing complete.

36 Supplying and fixing Reinforced concrete heavy duty non‐pressure pipes with collars for culverts 262.500 Rmt. 4710.56

including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.

class NP4 of following internal diameters. 900 mm

37 Providing and casting in situ Ordinary cement concrete M:250 for R.C.C. Raft and cut-off walls 550.000 Cu.Mt. 4343.00

including necessary shuttering laying, vibrating, ramming and curing complete.

38 Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including and 155.250 Cu.Mt. 1092.52

packing and filing in the interestices with quarry-spalls.

39A Dismantling the existing structure including removing and stacking the dismantle led material for 257.130 Cu.Mt. 952.51

all lead as directed. by Engineer-in-Charge

39B (b) Rubble Masonary 360.000 Cu.Mt. 418.97

40 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for Raft, 420.000 Cu.Mt. 4875.27

Walls & Top Slab, with 20mm down coarse aggregate of the required size for any depth

including dewatering, scaffolding / centering, shuttering, mixing, placing in position,

consolidating with mechanical vibrators, curing, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever necessary as per specification and

41 Providing and casting in situ controlled cement concrete M-200 for R.C.C. return as per drawings 375.000 Cu.Mt. 5217.59

including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing

42 Providing and laying ‐ Fitter Media 600mm thick directed at the back of abutments, returns and 394.000 Sq.Mt. 1268.86

wing walls as per detailed specifications.

43 Providing Weep holes in RCC abutment and retaining wall with 100mm dia PVC pipe and non- 400.000 No. 88.76

corrodible grating and geotextile, extending through the full width of the structure with slope of

1V:20H etc. complete as per drawing and technical specification.

44 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer- 72.000 Rmt. 611.13

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

45 Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier with 35.760 Cu.Mt. 5283.31

20mm down coarse aggregate of the required size including formwork, placing in position,

consolidating with mechanical vibrators, curing, finishing, etc. complete.

46 Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 127.980 Cu.Mt. 5413.60

20mm down coarse aggregate of the required size including formwork, placing in position,

consolidating with mechanical vibrators, curing, finishing, etc. complete.

47 Providing PVC 100mm diameter water spouts including necessary grating as per drawings. 28.000 No. 159.37

48 Providing and fixing marble slab including engraving letters / numbers, painting complete. 6.000 No. 1012.65

Size 75cm x 60cm x 4cm

49 Floor Apron : Construction of flexible apron 300 mm thick comprising of loose stone boulders 77.400 Cu.Mt. 3003.74

weighing not less than 40 kg in Concrete M15 between Box & curtain wall.

50 Flexible Apron :Construction of Stone apron 300/750mm thick comprising of loose stone 450.780 Cu.Mt. 1092.52

boulders weighing not less than 40 kg beyond curtain wall.

51 Providing and laying filter media 150mm thick as directed underneath pitching in slopes as per 204.000 Sq.Mt. 318.15

technical specifications.

52 Providing and placing in position M-250 Controlled cement concrete for PCC work in protection 190.000 Cu.Mt. 4733.87

walls including form work, shuttering, mixing, placing, compaction, curing etc. complete in all

53 Earth work for embankment including breaking clods, dressing with all lead and lift and including 5670.000 Cu.Mt. 163.95

watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density,

including filling the depressing, which occurs during the process using power roller of 8 tonne to

10 tonne all as per specification.

From borrow pits within all lead & lift

54 Providing and laying 200 mm thick Granular Sub base in required layer by providing Coarse 749.000 Cu.Mt. 946.37

graded material Grading-II using B.T.M.C. Metal, crushed stone aggregate 26.5mm to 4.75mm at

75% and below 2.36mm at 25% having CBR not less than 25% as per Table 402 of MORT&H

gradation including leveling the materials at the site of work, mixing & spreading in to grade and

camber, watering and consolidation at OMC with vibratory roller including the cost of materials,

labours etc. complete.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

55 Providing and laying 200 mm thick Granular Sub base laying in required layer by providing coarse 553.000 Cu.Mt. 822.14

graded material Grading-I using B.T.M.C. Metal 53mm to 26.5mm @ 35%, aggregate 26.5 to

4.75mm @ 45% and below 2.36mm @ 20% having CBR not less than 30% as per Table 402 of

MORT&H gradation including leveling the materials at the site of work, mixing & spreading in to

grade and camber, watering and consolidation at OMC with vibratory roller including the cost of

materials, labours etc. complete.

56 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of 2625.000 Sq.Mt. 157.98

appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded

premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or

mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade

and level to serve as wearing course on a previously prepared base, including mixing in a suitable

plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to

required level and grade. ) TYPE A

57 Providing & Laying Earth for Side Shoulder including spreading, watering & consolidation by 53.000 Cu.Mt. 182.14

vibratory roller etc. complete

58 Supplying and fixing Reinforced concrete heavy duty non‐pressure pipes with collars for culverts 120.000 Rmt. 3469.26

including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.

class NP3 of following internal diameters.

59 Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 22.000 No. 12211.91

4mm ACP (Aluminum composite Panel); size 120cm x90cm 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

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6 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 bestquality 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 blockof 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 10 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. (C) Class-C Type-11 Retro Reflective sheeting

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

60 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 22.000 No. 10671.66

4mm ACP (Aluminum composite Panel); size 180x60 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

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long

stand post (2 Nos.) of 50 x 50 x 5mm / 50NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol foreach board shall be as per theinstruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC blockof 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 10 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. (C) Class-C Type-11 Retro Reflective sheeting

61 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium 22.000 No. 4618.73

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

refiectivesheeting of Type-11 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 bestquality epoxy coatings in black and

white bends. The details of symbol foreach board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof 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. (C) Class-C Type-11 Retro Reflective sheeting

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

62 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 22.000 No. 5077.27

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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-11 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 bestquality 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 blockof

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. (C) Class-C Type-11 Retro

Reflective sheeting

I/We am/are willing to carry out the work at… % 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 * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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

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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption

have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

5 The amount of diversion credit at Rs.44,52,075.92 shall be deducted from R.A. bills.

Deputy Executive Engineer Executive Engineer

R & B Medical Sub Division R & B Division

Jamnagar Jamnagar