Construction of major bridge in place of existing causeway near Karana village, Ta.: Jamnagar Dist.: Jamnagar.

Name of Work : Construction of major bridge in place of existing causeway near Karana village, Ta.: Jamnagar, 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, 1.970 Hect. 28455.09

sapling and trees girth up to 300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials to be used of auctioned up to 1000 meters including removal of top

organic soil not exceeding 150 mm in thickness.

By mechanical means in area of light jungle

2 Providing flood gauge marks on substructure as per design including painting complete. 10.000 Rmt. 171.00

3 Providing and laying filter media 600mm thick as directed at the back of abutments, returns 803.200 Sq.Mt. 1268.86

walls, retaining wall, etc as per technical specifications.

4 Providing Weep holes in RCC abutment and retaining wall with 100mm dia PVC pipe and non- 803.200 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.

5 Providing and filling sand behind abutments and between returns in layers as directed. 302.760 Cu.Mt. 516.43

6 Excavation for foundations for Piers, Abutment in hard murrum and boulders and very stiff or 532.580 Cu.Mt. 625.88

sticky, clays and other similar strata 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 specification.

Depth upto 3.0 m below GL

7 Excavation for foundations for Piers, Abutment in large boulders and soft rock etc. including 1790.690 Cu.Mt. 733.62

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

8 Providing and filling in foundation with ordinary cement concrete M15 grade and providing 81.290 Cu.Mt. 3789.70

necessary pin headeres including formwork, vibrating, ramming, compaction, leveling, curing,

9 Providing and filling in trenches of excavation in rocky strata with ordinary cement concrete 140.180 Cu.Mt. 3678.45

10 Providing and fixing Mid Steel dowel bars of 32 mm dia for anchoring by drilling holes in 576.000 Rmt. 450.07

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

complete as per detailed drawing and as directed.

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

No. specifications) Figure

11 Providing and casting in-situ controlled cement concrete of M40 grade for RCC work for footing 402.240 Cu.Mt. 5039.90

& Pedestal of abutment, pier, return wall, etc 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 drawing.

12 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT 160.400 M.T. 73623.75

Fe 550D grade) with fusion bonded epoxy coating bar conforming to IS 1786 of all categories

for following items of various components including cutting, bending, hooking and tying with

gauge mild steel binding wires, supporting in position to ensure lines and levels during

concreting, maintaining proper cover / spacing etc.

For Foundation in Pier, Return wall, Abutment, returns, counterfort, pier cap, dirt wall, RCC Solid

SLab, RCC Crash barrier, approach slab, wearing coat, Footpath, Kerb, Retaining Wall Footing,

Retaining Wall, Median Kerb etc.

13A Providing and casting in-situ controlled cement concrete of M40 grade for RCC work in piers, 241.000 Cu.Mt. 5646.91

abutments, returns, counterfort etc with 20mm down coarse aggregate of the required size for

heights mentioned below including, centering, shuttering, scaffolding wherever necessary,

laying, placing in position, consolidating with mechanical vibrators, curing, finishing,

deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever

necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as

directed by Engineer-in-charge, etc. complete as per specification.

(a) Height from 0 to 5m

13B (b) Height from 5 to 10m 58.620 Cu.Mt. 5973.14

14 Providing and casting in-situ controlled cement concrete of M40 grade for RCC work in pier cap, 124.810 Cu.Mt. 5726.70

dirt wall etc with 20mm down coarse aggregate of the required size for heights mentioned

below including, centring, shuttering, scaffolding wherever necessary, laying, placing in position,

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

the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per

drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge,

etc. complete as per specification.

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

No. specifications) Figure

15 Providing and casting in situ controlled cement concrete M-400 for R.C.C. work in super 574.560 Cu.Mt. 5772.15

structure including centering, shuttering scaffolding, ramming, vibrating curing and finishing

complete. (A) RCC Solid SLab with F3 type exposed concrete finish and form mark as directed by

Engineer-in-charge complete as per specification.

16 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer- 58.800 Rmt. 611.13

17 Providing and laying TAR paper below solid slab 105.000 Sq.Mt. 69.69

18 Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier 80.400 Cu.Mt. 5289.37

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

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

19 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for 36.000 No. 341.29

anchorage in fixed end as per detailed drawings including cutting, bending and welding

20 Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for 36.000 No. 399.70

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

21 Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 27.000 Cu.Mt. 5419.66

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

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

22 Providing and casting in-situ controlled cement concrete of M40 grade for 100 mm (Avg) thick 54.000 Cu.Mt. 5720.64

wearing coat laid as directed with 20mm down coarse aggregate of the required size including

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

bitumen etc. complete.

23 Providing PVC 100mm diameter water spouts including necessary grating as per drawings. 24.000 No. 159.37

24 Providing and fixing marble slab including engraving letters / numbers, painting complete. 2.000 No. 1012.65

Size 75cm x 60cm x 4cm

25 Diversion of water course, providing cofferdam and bund or island as may be necessary for 6.000 No. 50500.00

foundation and maintaining the same for the period as may be necessary.

Diversion by channel

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

No. specifications) Figure

26 Supplying and laying of Extruded Biaxial Polypropylene Geogrid for base/sub-base 1209.600 Sq.Mt. 352.49

reinforcement of having minimum tensile strength 30kN/m & 40 Kn/m in the longitudinal and

transverse direction and confirming to MORTH specifications 703, laid in layers below approach

slab, above or in WMM layer of flexible pavement, etc. with all necessary tools to complete the

work as per drawing.

27 Providing fusion bonded Epoxy coating not less than 175micron thickness and up to 300 micron 148.800 M.T. 6206.45

to reinforcement barsas per IS-13620-1993/ASTM-775 M including testing ofcoating at plant and

28 Earth work for embankment including breaking clods, dressing with all lead and lift and including 3758.500 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 land width

29 Consructing of granular sub-base Gr-I by providing course graded B.T. machine crushed material 300.840 Cu.Mt. 774.67

satisfying MOST specification of grading I including spreading in uniform layer 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 etc. complete.

30 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam as per 2382.840 Cu.Mt. 994.85

MORTH specification including premixing the material with water at OMC in mechanical mixer

Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver finisher in

sub-base/base course on a well prepared sub-base and compacting with vibratory roller to

achieve the desired density etc comp.

31 Providing and laying 50.00 mm thick B.M. With BT Aggregate VG-30 grade bitumen for Tack 2455.470 M.T. 2794.63

coat @ 4.0 kg/10 sqm using crushed stone aggregate 0.66 cum/ MT as per MORTH&H

Specification & VG-30 grade bitumen for mixing @35.00 Kg/1 MT i.e. 3.5% of by weight of total

mix incl. heating and mixing by drum mix plant and spreading the same with paver finisher

consolidation with vibratory roller including cost of fuel, hire charges, all necessary equipments,

tools and plant, fire wood, oil, kerosene labour changes etc complete.( Using contractor's own

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

No. specifications) Figure

32 Providing and laying 20 mm thick average for Mix seal surface using stone chips @66% by 1027.200 M.T. 3562.27

weight, gradation as per MORTH specification and using bitumin VG 30 grade for mixing rate not

less then 50.90KG/MT on BT surface using stone chips as per MORTH specification including

heating the ashphalt and aggregates by hot mix plant and spreading the same with paver

finisher including consolidation wit vibratory roller and providing, operating plant machinaries,

equipments, tools, plants, oil, fire wood, kerosene and all labour charges etc. complete.

33 Providing and casting in-situ controlled cement concrete of M20 grade for RCC work for footing 414.000 Cu.Mt. 4610.63

of Retaining wall 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 drawing.

34A Providing and casting in-situ controlled cement concrete of M20 grade for RCC Retaining wall 799.530 Cu.Mt. 5217.59

with 20mm down coarse aggregate of the required size including formwork, shuttering, placing

in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully,

making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed

and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-

in-charge, etc. complete as per specification.

(a) Height upto 5m

34B (b) Height from 5 to 10m 22.000 Cu.Mt. 5543.41

35 Providing and laying dry stone pitching of 300mm thick on slopes with RCC Panel CC Beam of 76.000 Cu.Mt. 3224.93

300x 300 in M200 Concrete including hand packing, filling joints as directed by engineer in

charge for all lead and lift.(Including TMT Steel)

36 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 3.000 No. 5906.50

x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid

teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint;

reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand

postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy coatings in black and whitebends. the details of symbol

for eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer 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) Class C Type -

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

No. specifications) Figure

37 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; 2.000 No. 5077.30

size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with

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

quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of

35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black

andwhite 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.(C)

Class C Type - 4 ..............

38 Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin surface 78.000 Sq.Mt. 367.72

providing and laying a hot applied thermoplasic compound 2.5 mm thick including refectorising

glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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/Centre line/ edge line/ Cut patta. The White color marking

should provide liminance coefficient on cement road shall be min 130 mcd/m2/lux and Ashphalt

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 section-15 of IRC-2015 Warrenty For Reflectivity shall be Two Year.

39 Cat Eye / Road Stud/RPM: Supplying of MoIded Twin Shanks Raised Pavement Markers made of 44.000 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 Ci,cular 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 andd 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 ro be a ninimum 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 manufacrurer's recommendation and The color of

the marker should be as per he IRC 35-201S and 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

40 Providing and fixing 'W' metal double beam crash barrier comprising of 3 mm thick corrugated 70.000 Rmt. 3344.11

sheet metal beam rail 70 cm above road/ground level fixed on ISMC channel vertical post

150mm x 75m x 5mm size erected at 1.5Mt. center to center,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

confirm to IS:1367 and IS 1364, metal beam rail to be fixed on the vertical post with a spacer of

chsnnel section 150x75x5 mm,330mm long complete as per clause

41 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar epoxy paint 510.000 Sq.Mt. 184.83

of reqd. thickness as per specifications to all concrete surfaces in contact with earth in

foundation including all cost of material, labour, transportation and preparing the surfaces by

cleaning, washing, brushing, sand / grit blasting etc. complete as directed by Engineer and as per

specification. (Paint shall be got tested from approved laboratory).

42 Providing and applying two coats (The dry film thickness (DFT) of each coat shall not be less than 1980.000 Sq.Mt. 184.83

100 micron) of Anti-Carbonation Paint (ACP) of makes as per tender and shade/colour in

geometric design as approved by Engineer-in-charge, including cleaning cleaned of all traces of

mould oil, laitance, salt deposits by mechanised means and is dry and echanically sound,

removing of existing applied paint and its primer coating, removing dirt, dust, oil, grease,

efflorescence The surface should be thoroughly scrubbed using power tools, washing with clean

water jet to remove any salt deposit. The surface preparation also includes, (i) Sealing of Cracks

with poly sulphide base sealant (ii) Surrounding of drain pipes to be filled with cement sand

mortar and with polymer bonding agent (iii) filling of potholes/ honey combs with epoxy

modified cementitious sealing mortar. All the materials to be used should be of reputed certified

manufacturers also including applying 50 micron DFT primer coat of anti carbonation as per the

makes listed in the tender, including all type of scaffolding, safety accessories, labour, all

materials, lead, lift, tools, plants, taxes, testing etc to execute the work as directed, etc.

43 Consructing of granular sub-base Gr-I by providing course graded B.T. machine crushed material 140.000 Cu.Mt. 1160.49

satisfying MOST specification of grading I including spreading in uniform layer 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 etc. complete.

44 Providing and casting in situ ordinary cement concrete M10 for RCC Raft and cut-off walls 24.000 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

45 Supplying and fixing Reinforced concrete heavy duty non‐pressure pipes with collars for culverts 50.000 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. 900 mm

46 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 2.000 No. 9867.07

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-4 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. (B) Class-B Type-4 Retro Reflective sheeting

47 Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding 1110.000 Cu.Mt. 173.30

watering and consolidation)

(E) From Borrow area within all lead

48 Rolling and Watering of earthwork in layers with power roller including filling in depressions 1110.000 Cu.Mt. 23.17

which occur during the process.

49 Providing and fixing ordinary Kilometer stone of approved hard stone as per I.R.C. type design in 3.000 No. 853.30

C.C. 1:4:8 including painting and lettering etc. complete (For O.D.Road,V.R.)

50 Providing and fixing Hectometer stone as per I.R.C. type design including lettering and painting 32.000 No. 356.49

etc. complete. (I) Fixing in C.C. 1:5:10

51 Providing and fixing Guard Stone as per I.R.C. type design including white washing etc. complete. 400.000 No. 106.01

Fixing in Earth.

52 Providing and fixing Indicator Stone of approved stone as per I.R.C. type design including white 368.000 No. 102.84

washing etc. complete. Fixing in Earth.

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

No. specifications) Figure

53 Village name Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm 2.000 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 Intensity Prismatic 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.

54 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 16.000 No. 3518.68

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

55 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 8.000 No. 3906.18

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-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

56 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 3.000 No. 21287.50

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.

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

No. specifications) Figure

57 Providing and fixing of typical informatory sign board with logo as per MORD specifications and 2.000 No. 8769.60

drawing . Three MS Plates of 1.6 mm thick , top and middle plate duly welded with MS flat iron

25 x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of

25mm x 25mm. The Angle iron frame of the lower most plate and flat iron frame of middle plate

will be welded 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement

concrete M-15 grade block of 450mm x 450mm x 600mm, 600mm below ground level. The top

most dimond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.

All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be

painted with ready mixed synthetic enamel paint of superior quality in reqired shade and colour.

All sections of framed posts and steel tubes will be painted with primer and two coats of epoxy

pains as per drawing Clause 1701 and Annexure 1700.1.

58A Dismantling the existing structure including removing and stacking the dismantled material for 58.800 Cu.Mt. 418.97

all lead as directed. by Engineer-in-Charge

(a) Masonary Work

58B (b) RCC Works 87.500 Cu.Mt. 952.51

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………………………………

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

No. specifications) Figure

* (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

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 credit for dismentalled materials at Rs.3,76,925.67 Shall be deducted from three R.A. Bills.

Deputy Executive Engineer Executive Engineer

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

Jamnagar Jamnagar