Re-Construction Of Minor Bridge On Jamjodhpur Mahiki - Satapar - Vansjaliya - Hanumangadh Road (Mdr), Betn Ch. 8/0 To 9/0 Near Mahiki Village, Dist. Jamnagar.

SCHEDULE – B (BILL OF QUANTITIES)

Item Item Description Unit Qty. Rate in Amount

1 Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling, and trees Hect. 0.2 28455.09

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 Carry out alignment survey work by total station including marking of centre line of the bridge and various Nos. 1 46460

other component structures, taking ground levels and details of existing structures within 40m from centre

line, providing and fixing necessary reference pillars, establishing bench marks, establishing foundation

layout on ground, including submission longitudinal section, cross section and report of survey work in three

copies with soft copy in CD to Engineer-in-charge as directed.

3 Fabrication and installation of barricades including painting with fluorescent paint and fixing panelled plain Nos. 8 3035.05

MS sheets 20 SWG of 1.8 m height and M.S. Posts angle 40 x 40 x 5 mm at 2.5 m c/c and dismantling the

same after completion of work, arrangement for blinker lights on barricades during night as per requirement

and as per the instruction of the engineer as per site requirements. During the construction, barricading has

to be kept continuously. Nothing extra will be paid for dismantling and re-erecting the barricades for other

location of flyover and for the purpose of road widening/diversion/resurfacing, utility identification /

diversion etc. There should not be any opening at the end of barricade except at locations approved by

(i) Barricades on either side shall be measured individually.

(ii) Once barricade has been provided and work started, removal of barricade will not be permitted till completion of

pile, pile cap, pier and pier caps, portal beams, segment erection, I girder, erection, till completion of entire

superstructure.

(iii) For 2.0m barricades adequate blinking lights on barricade during night time must be ensured. The cost of this item

should include provision for power pack / Genset etc. so as to ensure the blinking of lights in night time as long as

barricades are in position at the work spot.

(iv) After completion of the entire work, the barricades shall be the property of the contractor.

(v) The rates should be all inclusive for shifting / erecting / re-erecting the barricade for utility diversion / identification

& road widening / diversions.

(vi) It is specifically highlighted that barricading provided during construction shall be limited to 1m to 2m from outer

edge of structure to be constructed.

Item Item Description Unit Qty. Rate in Amount

4 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials Cum 86 403.75

up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately) ii) By Mechanical

means. A) Bituminous course.

5 Dismantling the existing structure including removing and stacking the dismantled materials as and where

a CC/RCC work Cum 149 952.51

b Rubble Masonry Cum 110 418.97

c Structural Steel MT 5 1955.71

6 Providing flood gauge marks on substructure as per design including painting complete. Rmt 7 171

7 Diversion of water course, providing cofferdam and bund or island as may be necessary for foundation and Job 1 50000

maintaining the same for the period as may be necessary.

8 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting Cum 253 523.28

dewatering as necessary and disposing of the excavated stuff as directed. (A) Depth upto 3.0 M. and lead

upto 100m for 10 Cum

9 Excavation in large boulders and soft rock by welding including shoring, strutting, and dewatering as Cum 315 733.62

necessary and disposing of the excavated stuff as directed.

10 Excavation in hard rock by dry-wet blasting and chiselling including dewatering preparing foundation base Cum 229 1715.19

by proper benching and stepping and disposing of the excavated stuff as directed. (B) prohibited blasting

11 Providing and fixing mild steel dowel bars of minimum 32 mm dia. for anchoring by drilling holes in Rmt 105 450.07

foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per

detailed drawing and as directed.

12 Providing and filling in foundation with ordinary Cement concrete M-15 mix and providing necessary Cum 42 3732.29

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

13 Providing and Casting in situ Controlled Cement Concrete M35 for R.C.C. Raft footing and cut-off walls

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

A RCC in M35 for abutments, pier Cum 193 4954.24

Item Item Description Unit Qty. Rate in Amount

14 Providing and placing in position FE 550D with FBEC bar reinforcement for following items including MT 20 82588.12

cutting bending hooking and tying complete as per detailed drawing. For RCC Raft & Open foundation.

15 Providing and filling trenches of Labour charges - Excavator in rocky strata with ordinary cement concrete Cum 21 3674.15

16 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not Cum 250 137.47

exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering.

17 Providing and casting in situ controlled cement concrete M-35 for R.C.C. component as per drawings Cum 198 5561.2

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

(1) Piers (2) Abutment (3) RCC side walls

(A) Height Upto 5.0 M.

(B) Height 5.0M to 10.0M Cum 39 5887.02

18 Providing and laying in position FE 550D TMT with FBEC bar reinforcement including cutting, bending, MT 31 82588.12

hooking and tying complete as per detailed drawings for the following. (1) Piers (2) Abutment (3) RCC side

19 Providing and casting in situ-controlled cement concrete M35 for R.C.C. work in pier cap, abutment cap, Cum 58 5641.25

inspection platform slab and dirt wall including controlled cement concrete M45 bed blocks or pedestals of

required size below bearings as per detailed drawings, centering, shuttering, scaffolding, wherever

necessary, laying vibrating, curing and finishing complete.

20 Providing and laying in position FE 550D TMT with FBEC bar reinforcement including cutting, bending, MT 8 82588.12

hooking and tying complete as per detailed for the following. (A) Abutment cap & Dirt wall. (B) Pier Cap.

21 Providing and applying anti-carbonation, anti fading, mold resistant, heat insulating, and 100% acrylic Sqm 414 123.97

breathable decorative external waterproof coating of approved shade having Viscosity @ Room

Temperature by Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to 30 sec. pH of 7.00 to

10.00 and Sp. Gravity @ Room Temperature 1.30+0.1, tested for carbon dioxide diffusion resistance

properties for coating materials and coating systems for applied to open atmosphere surface of substructure

as well as on superstructure as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A" accredited institution.

22 Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns and wing walls Sqm 210 1268.86

as per detailed specifications.

Item Item Description Unit Qty. Rate in Amount

23 Providing & laying weep hole in Abutments, and returns by using A.C. pipe of 100 mm including laying in Nos. 210 88.76

proper grade and jointing the completed as per detailed specification.

24 Providing and filling sand behind abutments and between returns in layers as directed. Cum 374 516.43

25 Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for anchorage in free Each 28 399.7

end as per detailed drawing including cutting, bending and welding complete.

26 Supplying and laying of bi-axial extruded high modulus polypropylene geogrid having minimum layer Sqm 1694 176.75

coefficient ratio as 1.3, junction efficiency not less than 90% and with 38mm x 38mm mesh opening. The

roll size shall be 50.0 x 3.95 m, at easily accessible location including top and bottom, with all leads and

lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.

27 Providing and casting in situ controlled cement concrete M-35 for RCC solid slab including centering, Cum 230 5686.74

scaffolding, curing and finishing complete.

28 Providing and placing in position FE 550D TMT with FBEC. Bar reinforcement including, cutting, bending MT 23 81972.45

hooking and tying complete as per detailed drawings. (A) Solid slab

29 Providing and applying anti-carbonation, anti fading, mold resistant, heat insulating, and 100% acrylic Sqm 370 123.97

breathable decorative external waterproof coating of approved shade having Viscosity @ Room

Temperature by Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to 30 sec. pH of 7.00 to

10.00 and Sp. Gravity @ Room Temperature 1.30+0.1, tested for carbon dioxide diffusion resistance

properties for coating materials and coating systems for applied to open atmosphere surface of substructure

as well as on superstructure as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A" accredited institution.

30 Carrying out load test of super structure as directed including all necessary materials plant equipment, MT 100 169.92

instruments, labour and arrangements for test directed.

31 Providing and casting in situ controlled cement concrete M40 for average 100 mm thick Wearing coat laid Cum 30 5713.7

as directed including tamping, vibrating, finishing, curing and filling in joints with bitumen complete.

32 Providing and casting in-situ controlled cement concrete M40 for Crash barrier including formwork, curing Cum 27 5283.05

and finishing complete.

33 Providing G.I. 100mm diameter water spouts including necessary iron gratings as per drawings. Nos. 10 536.03

Item Item Description Unit Qty. Rate in Amount

34 Providing and casting in situ controlled cement concrete M30 for approach slab including formwork curing Cum 37 5413.27

and finishing complete.

35 Providing and fixing in position FE 550D TMT with FBEC bar reinforcement including cutting, bending MT 13 81972.45

and tying complete as per detailed drawings. (A) R.C.C. Kerb, (B) R.C.C. Approach slab, (C) Wearing Coat,

(D) R.C.C Architectural Pylon, (E) Crash Barrier

36 Providing and fixing marble slab including engraving and painting complete. (i) Size 75cm x 60cm x 4cm. Nos. 2 1012.65

37 Providing Pre-moulded asphalt filler joints as per drawings. (A) 12mm Sqmt 17 703.53

38 Providing and laying Double Walled corrugated Pipes (DWC) of Polyethylene (conforming to IS:14930-II) Rmt 66 217.15

of 90mm O.D. with fittings and necessary connecting accessories of same material at required depth for

laying cable below footpath slab etc. complete as per specification and as directed by Engineer.

39 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic Sqm 83 80.8

enamel paint in all shades on new plastered concrete surfaces) - For inner face of crash barrier

40 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumen surface Sqm 12 367.72

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 colour marking should provide luminance coefficient on

cement road shall be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service

life during the day time. The marking should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

Item Item Description Unit Qty. Rate in Amount

41 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers made of Nos. 13 326.23

polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing

total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular

No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm,

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 +/- 2 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 manufacturers recommendation and The colour of the marker should be as per the

IRC 35-2015 and as directed by Engineer-in-charge.

42 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting Cum 182 523.28

dewatering as necessary and disposing of the excavated stuff as directed. (A) Depth upto 3.0 M. and lead

upto 100m for 10 Cum

43 Excavation in large boulders and soft rock by welding including shoring, strutting and dewatering as Cum 118 733.62

necessary and disposing of the excavated stuff as directed.

44 Providing and filling in foundation with ordinary Cement concrete M-15 mix and providing necessary Cum 28 3732.29

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

45 Providing and Casting in situ Controlled Cement Concrete M35 for R.C.C. Raft footing and cutt-off walls Cum 119 4954.24

including necessary shuttering laying, vibrating, ramming and curing complete. For Foundation of Retaining

46 Providing and placing in position FE 550D with FBEC bar reinforcement for following items including MT 9 82588.12

cutting bending hooking and tying complete as per detailed drawing. For RCC Retaining wall Footing.

47 Providing and casting in situ controlled cement concrete M-35 for RCC Retaining wall component as per Cum 63 5561.2

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

complete. (1) Retaining walls (A) Height Upto 5.0 M.

(B) Height 5.0M to 10.0M Cum 3 5887.02

48 Providing and laying in position FE 550D TMT with FBEC bar reinforcement including cutting, bending, MT 7 82588.12

hooking and tying complete as per detailed drawings for the following. (1) Retaining walls

Item Item Description Unit Qty. Rate in Amount

49 Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns and wing walls Sqm 94 1268.86

as per detailed specifications.

50 Providing & laying weep hole in Abutments, and returns by using A.C. pipe of 100 mm including laying in Each 94 88.76

proper grade and jointing the completed as per detailed specification.

51 Providing and filling sand behind abutments and between returns in layers as directed. Cum 254 516.43

52 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier Rmt 216 3468.34

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)

53 Providing and filling in foundation for W metal Crash barrier with ordinary Cement concrete M-20 mix and Cum 10 4102.34

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

54 Box cutting the road surface to proper slope and camber for making a base for road work including Cum 203 111.85

removing the excavated stuff and deposit it as directed with all lead & lift.

55 Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering Cum 144 182.14

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 8T to 10T.

56 Construction of granular sub-base (Grade - V) by providing coarse graded material (CBR more than 30%) , Cum 252 1041.48

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

57 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam in two layers Cum 152 1078.76

(each layers of 125 mm) including premixing the Material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on

well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per

Item Item Description Unit Qty. Rate in Amount

58 Providing and laying Dense Graded Bituminous Macadam in layers (single layer not more than 75 mm) MT 154 3287.68

using BT stone chips as per MoRTH gradation and specification with Bitumen Grade (VG 30) for mixing @

45.00 Kg /MT of total Wt. of mix i.e. (4.50 % of total weight mix) including tack coat @ 2.5 kg/10 smt with

Bitumen Emulsion (Rapid setting) and mixing aggregate & asphalt by drum mix plant and spreading the

same by sensor paver finisher including rolling & consolidation with 10-12 tonne vibratory roller &

providing all materials equipment's tools & plants, fire wood, oil , kerosene, labour charges , using

contractor 's own machinery etc Complete as directed by engineer in charge as per MoRTH Specification

59 Providing and laying compacted Bituminous concrete using BT aggregate as per MORTH gradation MT 58 3615.28

,specification and asphalt Grade VG 30 mixing @54.00 Kg /MT of total Wt. of mix i.e. (5.40% of total

weight mix) including heating and mixing aggregate & asphalt by drum mix plant spreading the same by

sensor paver finisher including rolling & consolidation with 10-12 tonne vibratory roller, Tandem Roller

,PTR & providing all materials equipment's tools & plants, fire wood, oil , kerosene, labour charges , using

contractor 's own machinery etc. Complete as directed by engineer in charge as per MoRTH Specification

60 Providing and applying tack coat with Rapid Setting Bitumen Emulsion binder (RS-1) @rate of 2.5 Kg./10 Sqm 610 16.78

sq.m. of road surface using Emulsion pressure sprayer etc., cleaning the road surface complete including

cost of material labour etc complete as directed by engineer in charge.

61 Providing and applying Prime coat with Slow Setting Bitumen Emulsion binder (SS- 1) @rate of 7.5 Kg./10 Sqm 610 60.15

sq.m. of road surface using Emulsion pressure sprayer etc., cleaning the road surface complete including

cost of material labour etc complete as directed by engineer in charge.

62 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumen surface Sqm 40 367.72

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 colour marking should provide luminance coefficient on

cement road shall be min 130 mcd/m2/lux and Asphalt Road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

Item Item Description Unit Qty. Rate in Amount

63 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers made of Nos. 30 326.23

polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing

total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular

No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm,

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 +/- 2 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 manufacturers recommendation and The colour of the marker should be as per the

IRC 35-2015 and as directed by Engineer-in-charge.

64 Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP Nos. 4 3666.3

(Aluminium composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pretreated with

phosphating 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-11 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 foreach 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. (A)

Class-C Type-11 Retro Reflective sheeting.

Item Item Description Unit Qty. Rate in Amount

65 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm Nos. 4 4618.73

ACP (Aluminium composite Panel); size 60 cms Dia Circle as per design of IRC-67-2012. Pretreated with

phosphating 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-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 best quality

epoxy coatings in black and white bends. The details of symbol foreach 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. (A)

Class-C Type-11 Retro Reflective sheeting.

66 Distance Informatorily / Destination Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / Nos. 4 20918.11

4mm ACP (Aluminium composite Panel); size 180x120 cms. rectangular 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 Micro Prismatic Grade retro reflective sheeting of Type-11 as per ASTM

D-4956 and latest M.O.S.T. Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with best

quality epoxy coatings in black and white bends. The details of symbol foreach 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. (A) Class-C Type-11

Retro Reflective sheeting.

Item Item Description Unit Qty. Rate in Amount

67 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP Nos. 2 10671.66

(Aluminium composite Panel); size 180x60 cms. rectangular as per design of IRC-67-2012. Pretreated with

phosphating process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade retro of Type-11 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.1 mar 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 best quality epoxy coatings in

black and white bends. The details of symbol foreach 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 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. (A) Class-C Type-11 Retro Reflective sheeting.

68 Men at work (2' x 2') sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 mm ACP Nos. 4 4962.13

(Aluminium composite Panel); size 60cm x 60cm square as per design of IRC-67-2012. Pretreated with

phosphating process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade retro of Type-11 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.3 mar 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 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. (A) Class-C Type-11 Retro

Reflective sheeting.

69 Informatorily Signs: - Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. Nos. 4 3856.9

rectangle as per the design of IRC-67-1977 pretreated with phosphating process & acid etching; coated 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; 3.1m long stand post and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best quality epoxy coatings in black and

white bends. the details of symbol for each board shall 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 x45 x 60cms. for

each leg. including excavation curing tec. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR).

Item Item Description Unit Qty. Rate in Amount

DIVERSION PORTION

70 Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling and trees Hectare 0.15 28455.09

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

71 Fabrication and installation of barricades including painting with fluorescent paint and fixing panelled plain Each 10 3035.05

MS sheets 20 SWG of 1.8 m height and M.S. Posts angle 40 x 40 x 5 mm at 2.5 m c/c and dismantling the

same after completion of work, arrangement for blinker lights on barricades during night as per requirement

and as per the instruction of the engineer as per site requirements. During the construction, barricading has

to be kept continuously. Nothing extra will be paid for dismantling and re-erecting the barricades for other

location of flyover and for the purpose of road widening/diversion/resurfacing, utility identification /

diversion etc. There should not be any opening at the end of barricade except at locations approved by

(i) Barricades on either side shall be measured individually.

(ii) Once barricade has been provided and work started, removal of barricade will not be permitted till completion of

pile, pile cap, pier and pier caps, portal beams, segment erection, I girder, erection, till completion of entire

superstructure.

(iii) For 2.0m barricades adequate blinking lights on barricade during night time must be ensured. The cost of this item

should include provision for power pack / Genset etc. so as to ensure the blinking of lights in night time as long as

barricades are in position at the work spot.

(iv) After completion of the entire work, the barricades shall be the property of the contractor.

(v) The rates should be all inclusive for shifting/erecting/re-erecting the barricade for utility diversion/identification &

road widening/diversions.

(vi) It is specifically highlighted that barricading provided during construction shall be limited to 1m to 2m from outer

edge of structure to be constructed.

72 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (in two layers) Cum 73 523.28

specification including premixing the Material with water at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the desired density, complete as per

73 Providing and filling in foundation with ordinary Cement concrete M-15 mix and providing necessary Cum 44 3732.29

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

Item Item Description Unit Qty. Rate in Amount

74 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying Rmt 90 3469.26

heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying

(to level or slopes) of class NP-3 of following internal diameter. (v) 900 mm dia.

75 Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering Cum 2630 182.14

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 8T to 10T.

76 Construction of granular sub-base (Grade - I) by providing coarse graded material (CBR more than 30%), Cum 110 767.64

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

77 Providing, laying, spreading, and compacting graded stone aggregate to wet mix macadam (in two layers) Cum 98 1078.76

specification including premixing the Material with water at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the desired density, complete as per

78 Providing and applying Prime coat with Slow Setting Bitumen Emulsion binder (SS- 1) @ rate of 7.5 Kg./10 Sqm 490 60.15

sq.m. of road surface using Emulsion pressure sprayer etc., cleaning the road surface complete including

cost of material labour etc complete as directed by engineer in charge.

79 Providing and applying tack coat with Rapid Setting Bitumen Emulsion binder (RS- 1) @ rate of 2.5 Kg./10 Sqm 490 16.78

sq.m. of road surface using Emulsion pressure sprayer etc., cleaning the road surface complete including

cost of material labour etc complete as directed by engineer in charge.

80 Providing and laying 20 mm thick mix seal surfacing using specified graded crushed Black Trap stone M.T. 25 3521.5

aggregates as per MORTH gradation using VG-30 bulk bitumen for mixing at the rate of 5.1 % (51.00

Kg./M.T.) by hot mix process and hot laid process using paver finisher to the required camber and grade,

including rolling with vibratory roller to achieve desire density including cost of fire wood, oil, Kerosene,

labour charges and hire charges of machineries etc. complete.

Item Item Description Unit Qty. Rate in Amount

81 Diversion Ahead Sign: - Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP Each 2 10671.66

(Aluminium composite Panel); size 180x60 cms. rectangular as per design of IRC-67-2012. Pretreated with

phosphating 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-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 best

quality epoxy coatings in black and white bends. The details of symbol foreach 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 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. (A) Class-C Type-11 Retro Reflective sheeting.

82 Men at work (Folding) sign: - Providing and fixing sign boards made out of2.0 mm aluminium sheet / 4 mm ACP Each 2 3507.73

(Aluminium composite Panel); size 60x60 x 60cm equilateral triangular as per design of IRC-67-2012. Pretreated

with phosphating 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-11 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 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. 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. (A) Class-C Type-11 Retro Reflective sheeting

Item Item Description Unit Qty. Rate in Amount

83 Cautionary Warning Sign: - Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP Each 2 5077.27

(Aluminium composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012.

Pretreated with phosphating 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-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 best quality epoxy

coatings in black and white bends. The details of symbol foreach 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 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. (A) Class-C Type-11 Retro

Reflective sheeting.

84 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP Each 2 4618.73

(Aluminium composite Panel); size 60 cms Dia Circle as per design of IRC-67-2012. Pretreated with phosphating

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-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 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 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. (A) Class-C Type-11 Retro Reflective sheeting.

Item Item Description Unit Qty. Rate in Amount

85 Distance Informatorily / Destination Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / Each 2 20918.11

4mm ACP (Aluminium composite Panel); size 180x120 cms. rectangular 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 Micro Prismatic Grade retro reflective sheeting of Type-11 as per ASTM

D-4956 and latest M.O.S.T. Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with best

quality epoxy coatings in black and white bends. The details of symbol foreach 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. (A) Class-C Type-11

Retro Reflective sheeting.

86 Sign board per Square Meter: - Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP Each 5 12310.89

(Aluminium composite Panel); size 1meter x1 meter as per design of IRC-67-2012. Pretreated with phosphating

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-11 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 4 mtr long stand post (2 Nos.) of 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with best quality epoxy coatings in

black and white bends. the details of symbol or inscription / numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each

leg. including excavation, curing etc. complete under the supervision of engineer in charge. A warranty for

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-C Type-11

Retro Reflective sheeting.

Item Item Description Unit Qty. Rate in Amount

87 Chevron sign: - Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminium Each 12 4681.35

composite Panel); size 60x50 cm as per design of IRC-67-2012. Pretreated with phosphating 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-11 as per ASTM D-4956 and latest M.O.S.T. Specifications;

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 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. (A) Class-C Type-11 Retro Reflective sheeting.

88 Hazard Marker Sign: - Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP Each 2 3666.3

(Aluminium composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pretreated with

phosphating 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-11 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 foreach 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 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. (A) Class-C Type-11 Retro Reflective sheeting.

89 Providing and fixing guard stone as per I.R.C. type design including white washing etc complete. (ii) Fixing Each 40 350.8

90 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumen surface Sqm 40 367.72

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 colour marking should provide luminance coefficient on

cement road shall be min 130 mcd/m2/lux and Asphalt Road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

Item Item Description Unit Qty. Rate in Amount

91 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers made of Each 80 326.23

polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing

total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular

No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm,

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 +/- 2 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 manufacturers recommendation and the colour of the marker should be as per the IRC

35-2015 and as directed by Engineer-in-charge.

Note: Credit value of Dismantled material Rs. 1,00,000.00 and Credit value of Diversion work Rs. 11,29,577.47 shall be recovered from 1st RA bill of

I/We am/ are willing to carry out the work at …..................% above/ below percent (should be written in figure and words) of the estimated rate

mentioned above. Amount of my / our works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct ….......% below Deduct ….......% above

In words In words

* (Please strike out whichever is not applicable)

1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

2 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site,

moisture, weather etc.

3 The Labour Cess will be deducted as per prevailing rules i.e.1% of the work done.

4 Credit value of Dismantled material Rs. 1,00,000.00 and Credit value of Diversion work Rs. 11,29,577.47 shall be recovered from 1st RA bill

5 The bituminous work shall be carried out by the contractor or as under by utilizing.

6 For abnormal high or law rates payment of such items shall be regulated as per Govt. Circular letter No. Parach-102008-61-S dated 27-11-2008

attached with tender papers.

7 [jar dar7IAaene +.Aeees.3I. ne lgtI sUcna tarIq É-Ï-ÊÈÉÏ 4I +.Aees.3I krma5qu> lagu pDtu> hae[ te @yane raqI [jardar7IAe 3eNDr wrva Ane pa054I

3eNDrma> +.Aes.3I na kar`e na`a>kIy war` Aavel 0e, tevI rjUAat g/aHy raqvama> Aavxe nih>, teemj raJy srkar ¹ara Aa A>gena kae[ ivvadne @yane

levama> Aavxe nih>

8 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

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

10 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.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

R&B Sub Division, R&B Division,

Jamjodhpur Jamnagar