Construction Work of New Cross Drainage, Repairing of Cross Drainage, Structure & bridge repair Work & Other Misc. Work on Various Roads as & When required or in Emergency Under Jamnagar (R & B) Division

Name of work :- Construction Work of New Cross Drainage, Repairing of Cross Drainage , Structure & bridge repair Work

& Other Misc. Work on Various Roads as & When required or in Emergency Under Jamnagar (R & B ) Division

BILL OF QUANTITIES

(A) Percentage Rate Tender

Item Description of Item (With brief Specification and reference in book of Quantity Unit Rate in Amount

No. Specifications) Figures

1 Job Work for Dismentalling the existing Cross Drainage structure 50.00 Job 590.69

including removing and stacking the dismentelled materials as and

where directed , R. C. C. work, Brick masonary , UCR masonary, Pipe

etc. Complete as per instruction of Engineer In Charge.

2 Excavation for foundation upto all depth including sortingout and 8574.00 Cum. 161.07

stacking of useful materials and disposing off theexcavated stuff upto

all lead.Dense or Hard soil

3 Providing and casting in situ Ordinary cement concrete M-150 for 1450.00 Cum. 3789.70

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

laying,vibrating, ramming and curing complete.

4 Supplying and fixing reinforced concrete heavy duty non- 750.00 Rmt. 3469.25

pressurepipes with collars for culverts carrying heavy traffic as per IS

458-1991 specifications including setting the pipes in C.M. 1:2watering

and laying (to level or slopes) of class NP3 of followinginternal

daimeters.900mm dia.

5 Supplying and fixing reinforced concrete heavy duty non- 250.00 Rmt. 5560.00

pressurepipes with collars for culverts carrying heavy traffic as per IS

458 1991 specifications including setting the pipes in C.M. 1:2watering

and laying (to level or slopes) of class NP3 of followinginternal

daimeters. 1200mm dia.

6 Providing and casting in situ controlled cement concrete M-200 for 6238.00 Cum. 5217.58

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

,scaffolding where necessary, laying vibrating, curing and finishing

complete. Upto all height For wall

7 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 53720.00 Kg 77.28

bending, binding and placing in position complete upto all floor

8 Filling around the pipes with murrum including dressing , tampering 7025.00 Cum. 86.70

9 Construction of granular Sub base (Grading -I) by providing close 2141.00 Cum. 1231.56

graded material BTMC using metal 53 mm to 26.5 mm@ 27.5%,

aggregate 26.5 mm to 9.5 mm @ 22.5% & 9.5 mm to 4.75 mm @ 10%

and stone dust 4.75 mm & below @ 40% incl. spreading in uniform

layers with motor grader on prepared surface mixing by mix in place

method with Front End Loader at OMC and compacting with vibratory

roller to achieve the desired density complete as as per MORTH

10 Painting Two Coats on New Concrete Surfaces (Painting two coats 3184.00 Sqm 80.80

after filling the surface with synthetic enamel paint in all shades on

new plastered concrete surfaces)

11 Providing & laying weep hole in Abutments, and returns by using A.C. 3820.00 Nos 88.75

pipe of 100mm including laying in proper grade and jointing the

completed as per detailed specification.

12 Excavation for foundation in sand, gravel, clay soft soils and murrum 5955.00 Cum. 523.28

etc. including shoring, strutting dewatering as necessary and disposing

of the excavated stuff as directed.for All Depth

13 Providing and laying controlled cement concrete M.150 for curing 989.00 Cum. 4025.75

complete excluding cost of formwork and reinforcement for reinforced

concrete work in Foundations, footings,Base ofcolumns and Mass

14 Providing and Casting in situ controlled Cement Concrete M-200 for 251.00 Cuim 4610.62

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

vibrating, ramming and curing complete.

15 Providing and casting in situ controlled cement concrete M-200 for 400.00 Cum. 3659.78

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

scaffolding where necessary, laying vibrating, curing and finishing

complete. upto all Height (1) Piers (2) Abutment (3) RCC return

16 Providing and casting in situ ordinary cement concrete concrete M-200 276.00 Cum. 4218.56

for approach slab including formwork curing and finishing complete.

17 Providing and laying - Fitter Media 600mm thick directed at theback of 2838.00 Sqm 1268.86

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

18 Providing uncoursed rubble stone masonry in Cement Mortar 1:5 for 89.00 Cum. 2300.30

flooring including curring pointing in Cement Mortar 1:3 on exposed

faces complete.

19 Providing and laying rubble for Flexible appron (each stone weighting 1639.00 Cum. 1092.51

not less than 40Kg.) including and packing and filing in the interestices

with quarry-spalls.

20 Providing and casting in situ controlled cement concrete M-200 for 495.00 Cum. 5290.79

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

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

21 Providing and placing in position FE 500D bar reinforcement for 465.40 MT 73708.80

following items including cutting bending hooking and tying complete

as per detailed drawing.For well :- curb, staining, capand RCC Raft.,

RCC Return, (I) Solid Slab.(II) Deck Slab. (A) R.C.C. Kerb. (B) R.C.C.

Footpath.(C) R.C.C. Approch slab.(D) Wearing Coat.

22 Providing and fixing premoulded compressible filler board in black 159.00 Sqm 803.22

colour confirming to MoRT&H Specifications (Clause 1015),having

minimum density 95kg/cum. non-staining with less than1% water

absorption & compression recovery of 93% minimum asper

specification for 20 mm wide expansion joint including cutting to

required size and shape at all levels etc.complete as directed.

23 Providing and applying the elastomeric joint sealant two component, 579.00 Rmt. 258.07

high performance polysulfide formulation conforming to BS:4254 and

ASTM C 920 having weathering resistance to ultra-violet rays and shall

exhibit shore A hardness of 25 and have movement accommodation

factor 25% including using of compatible primer of approved standard

etc. complete.For 20 mm thick joint

24 Providing and fixing 25 mm diameter backup rod having minimum 579.00 Rmt. 13.06

density 22 kg per cum (ASTMD - 3575) & compression strength o

f0.40 kg per sqm (ASTM - 5249) and finishing with polysulphide

sealant etc. complete. For 20 mm wide expansion joint

25 Providing P.V.C. 100 mm diameter water spouts including necessary 52.00 Nos 159.36

iron gratings as per drawings.

26 Earthwork for embankment including breaking clods,dressing with all 8088.00 Cum. 182.14

lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling the

depression which occur during the process using power roller 8T to

10T . From Borrow area within all lead

27 Providing and laying Pitching on slopes laid over prepared filter media 779.00 Cum. 1051.41

including boulder apron laid dry in front of toe of embankment

complete as per drawing and Technical specifications Stone/Boulder

28 Providing and laying Filter material underneath pitching in slopes 1145.00 Cum. 877.69

complete as per drawing and Technical specification

29 Hazard Marker Sign :-Providing and fixing sign boards made out of 50.00 Each 3577.73

1.5mm aluminium sheet / 3mm 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 Micro Prismatic Grade retro refiectivesheeting 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

bestquality 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 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 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

30 Providing Yellow and Black Patta ( three coat) including distempeing 279.00 Sqm 68.54

(Three coats) with oil bound distemper of approved brand and

manufacture and of required shade on wall surfaces to give an even

shade, over and including a priming coat with distemper primer of

approved brand and manufacture after thoroughly brushing the

surface free from mortar dropping and other foreign matter and also

including preparing the surface even and sand papered smooth as per

instruction of Engineer Incharge.

31 Providing and casting in situ controlled cement concrete M-200 for 141.00 Cum. 5766.07

R.C.C. work in superstructure including centering,ramming vibrating

curing and finishing complete.T-Beam and Deck slab type of

superstructure Deck slab

32 Excavation for foundation upto all depth including sortingout and 1233.00 Cum. 125.85

stacking of useful materials and disposing off theexcavated stuff upto

all lead & lift. Loose or soft soil

33 Providing and casting in situ controlled cement concrete M-250 for 511.00 Cum. 5323.31

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

,scaffolding where necessary, laying vibrating, curing and finishing

complete.for all Height For wall

34 Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 150.00 Mtr 2396.73

100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe

railing in 3 rows duly painted on medium weight steel channels (ISMC

series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to

centre, complete as per approved drawings)

35 "THRIE" : Metal Beam Crash Barrier with base plate Providing and 200.00 Rmt. 3945.82

erecting a "Thrie" W - metal beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail, 85 cm above road/ground

level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm

spaced 2 m centre to centre. The vertical post fixing at site shall be on

Base Plate of Size 240 x 320 x 16 mm thick with 6 Nos 20 mm dia

grade anchor bolt upto minimun depth of 200 mm & ISMC Vertical

Post shall be fixed with base plate with 12 mm thick stifnner plate of

100 x 80 mm & This base shall be casted in M25 grade Cement

concrete of size 35 x 35 x 12 cms. for each post including necessary

fabrication work etc. complete. 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 channel section 150 x 75 x 5 mm, 550 mm long complete as per

Morth Specification clause 810 including butt welding to all nuts & bolts

etc. complete as per instruction of Engineer In Charge. Also radium

red colour strip of size 100 x 300 mm shall be fixed on vertical front

side of each post for better night visibility. The end barrier treatmment

shall be done as per IS Standard 119 :

36 Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting 500.00 Rmt. 4389.58

a "Thrie" W - metal beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 85 cm above road/ground level,

fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced

m centre to centre, 2 m high with 1.15 m below ground level. The

vertical post fixing at site shall be in M25 grade Cement concrete of

size 35 x 35 x 120 cms. for each post including excavation curing etc.

complete. 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 channel section 150 x

75 x 5 mm, 550 mm long complete as per Morth Specification clause

810 including butt welding to all nuts & bolts etc. complete as per

instruction of Engineer In Charge. Also radium red colour strip of size

100 x 300 mm shall be fixed on vertical front side of post for better

night visibility. The end barrier treatmment shall be done as per IS

37 Gabian Structure for Retaining Earth (Providing and construction of a 500.00 Cum. 1560.45

gabain structure for retaining earth with segments of wire crates of size

7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross

netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm

having minimum tensile strength of 300 Mpa conforming to IS:280 and

galvanizing coating conforming to IS:4826, woven into mesh with

double twist, mesh size not exceeding 100 x 100 mm, filled with

boulders with least dimension of 200 mm, all loose ends to be tied

with 4 mm galvanised steel wire)

38 Gabian Structure for Erosion Control, River Training Works and 275.00 Cum. 2533.08

Protection works (Providing and constructing gabain structures for

erosion control, river training works and protection works with wire

crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments

by cross netting, made from 4 mm galvanised steel wire @ 32 kg per

10 sqm having minimum tensile strength of 300 Mpa conforming to

IS:280 and galvanizing coating conforming to IS:4826, woven into

mesh with double twist, mesh size not exceeding 100 mm x 100 mm,

filled with boulders with least dimension of 200 mm, all loose ends to

be securely tied with 4 mm galvanised steel wire.)

39 Grouting with C.M. 1:4 in Pitching as per drawing or as per instruction 138.00 Cum. 2910.76

of Engineer In Charge

40 Jacketing : - Providing and casting in situ design mix concrete M.25 3500.00 Sqm 3171.09

mix for 23 cm thick jacketing consisting 16 mm dia 200mm c/c both

ways , 16 dia pin @ 400mm c/c vertically & 800mm c/c horizontally

with base supported with 300 x 450 mm beam reinforced with main

No. 16 mm dia. bar and stirrups 8 mm dia. 150 mm c/c etc. complete

including drilling holes in the pier, providing steel bars for connecting

existing pier to jacketing and filling the holes with rich mortar including

shuttering, scaffolding wherever necessary,laying, vibrating curing and

finishing etc.complete

41 Eproxy bonding of new concrete to old concrete 4700.00 Sqm 529.24

42 Guniting concrete surface with cement mortar applied with compressor 6000.00 Sqm 775.68

after cleaning surface and spraying with epoxy complete as per

Technical specification

43 Providing and inserting nipples with approved fixing compound after 700.00 Each 502.98

drilling holes for grouting as per Technical specifications including

subsequent cutting/removal and sealing of the hole as necessary of

nipples after completion of grouting with Cement/Epoxy

44 Sealing of crack / porous concrete with Epoxy Grout by injection 280.00 Kg. 794.87

through nipples complete as per clause 2803.1.

45 Chipping & removing the debonded/ delaminated/ loose/ disintegrated 800.00 Per 992.07

concrete at the places and in the manner and upto the depth and in 25 Kg

regular shape as advised by the Engineer in charge without damaging Bag

the reinforcement/ RCC with the help of chisel and light hammering or

equivalent equipments. Cleaning the surface with wire brushes making

the surface free from dust, oil and all impurities etc. as directed by

Engineer Incharge. (Actual consumed bag shall be measured for

payment.) Patch repair to damaged concrete up to average 50 mm

depth (by using ready to use patch repair mortar of best stanadard

approved brand as per data sheet) and as per the work methodology

and specifications & cost of all material, labour, machinery, equipment,

taking necessary safety measures for all floors as directed and

approved by EIC.

46 Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring 200.00 Rmt. 118.17

it to the original shape.)

47 Repair of steel Railing (Repair of steel railing to bring it to the original 200.00 Rmt. 298.96

48 Providing and laying Rubble stone in cement mortar 1:3 complete as 700.00 Cum. 3791.54

per drawing and Technical specifications etc. Complete as per

instruction of Engineer In Charge

49 Construction of precast RCC railing of M30 Grade, aggregate size not 350.00 Mtr. 2127.06

exceeding 12 mm, true to line and grade, tolurence of vertical RCC

post not to exceed 1 in 500, centre to centre spacing between vertical

post not to exceed 2000 mm, leaving adequate space between

vertical post for expansion, complete as per approved drawings and

technical specifications.

50 Providing G.I. 100 mm diameter water spouts including necessaryiron 300.00 Nos 536.02

gratings as per drawings.

51 Removal of existing cement concrete wearing coat including its 5355.00 Sqm 163.46

disposal complete as per Technical specification without causing any

detrimental effect to any part of the bridge structure and removal of

dismantled material with all lifts and lead upto 1000m(Thickness

52 Applying epoxy mortar over leached, honey combed and spalled 1000.00 Sqm 436.32

concrete surface and exposed steel reinforcement complete as per

Technical specification

53 Replacement of Expansion Joints complete as per drawings 750.00 Mtr 2733.06

54 Clearing and grubbing road land including uprooting rank vegetation 1.00 Hect 28455.09

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

stumps of trees cut earlier and disposal of unserviceable materials By

mechanical means in area of light jungle

55 Box cutting the road to proper slope and camber for making a base for 2299.00 Cum. 111.84

road work including removing the excavated stuff and (Refilling same)

depositing on road in layer wise, side slope as directed up to all lead

etc. complete.including disposed the surplus soil as and where

directed with all lead and lift without any extra cost etc. comp.

56 Construction of granular Sub base (Grading -IV) by providing close 1407.00 Cum. 2395.47

graded material BTMC using metal 26.5 mm to 9 mm @ 64 %, 9.5 mm

to 4.75 mm @ 11 %, & 4.75 mm & below @ 25% incl. spreading in

uniform layers with motor grader on prepared surface mixing by mix in

place method with Front End Loader at OMC and compacting with

vibratory roller to achieve the desired density complete as as per

MORTH specification.

57 Supplying and fixing reinforced concrete heavy duty non- 400.00 Rmt. 1968.37

pressurepipes with collars for culverts carrying heavy traffic as per IS

458-1991 specifications including setting the pipes in C.M. 1:2watering

and laying (to level or slopes) of class NP3 of followinginternal

daimeters.600mm dia.

58 Providing & laying priming coat with emulsion SS-1 grade and spraying 4875.00 Sqm 75.96

emulsion with spray set fitted on mechanical bouzer using emulsion at

the rate of 7.5 Kg./10 Sqm. On WMM surface incl. cleaning the

surface etc. complete.

59 Providing and laying 20 mm thick Mix seal surface with B.T. aggregate 224.00 MT 3721.44

as per M.O.R.T. & H. gradaion and specification with asphalt of Grade

VG-30 for mixing at the rate of 5.09% i.e. 50.9 Kg/ M.T. by weight of

total mix of asphalt & for tack coat at 2.5 kg/10 sq.mt. including heating

& mixing in continuos batch mix plant transporting the mix spreading

the same by paver finisher and consolidation by vibratory roller as per

MORT&H specification including cost of all materials fuel, labours,

tools and plant etc using contractor's own machineries, hot mix plant

and paver finisher etc. complete.

60 Regulatory / Mandatory Sign :-Providing and fixing sign boards made 120.00 Nos 3540.12

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);

size 60 cms. Dia Circle as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with

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

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

61 Cautionary Warning Sign :-Providing and fixing sign boards made out 60.00 Nos 3906.18

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);

size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated

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

; reflectorised with 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 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 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

62 Diversion Ahead Sign :-Providing and fixing sign boards made outof 30.00 Nos 9867.07

2mm aluminium sheet / 4mm ACP (Aluminum compositePanel); size

180x60 cms. rectangular as per design of IRC-67-2012.Pre treated

with phospheting process & acid etching; coated withone coat of epoxy

primer and two coats of best quality epoxypaint ; reflectorised with

High Intensity Prismatic Grade retrorefiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications ; 3.1 mtr long stand

post (2 Nos.) of IronAngle 50 x 50 x 5mm / 50NB Circular MS Pipe as

required andframe 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 in1:2:4 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

63 Chevron sign:-Providing and fixing sign boards made out of 1.5mm 120.00 Nos 3711.75

aluminium sheet/3mm ACP (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

64 Around the Island / Road Direction Sign (Big) :-Providing andfixing sign 30.00 Nos 9585.24

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

composite Panel); size 180x60 cms. as per design ofIRC-67-2012. Pre

treated with phospheting process & acidetching; coated with one coat

of epoxy primer and two coats ofbest 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; 3.3 mtr long

stand post ofIron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required andframe 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

theinstruction of engineer in charge. The fixing at site shall be in1:2:4

CC blockof size 45 x 45 x 60 Cms. for each leg includingexcavation,

curing etc.complete under the supervision ofengineer in charge. A

warranty for 7 years for the Retro reflectivesheeting from original

manufacturer & a certified copy of 3 yearoutdoor exposure test report

from third party test lab for theproduct offered shall be submitted by

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

65 Men at work (Heavy) sign :-Providing and fixing sign boards madeout 30.00 Nos 9148.15

of 2mm aluminium sheet / 4mm ACP (Aluminum compositePanel);

size 120cm x 90cm as per design of IRC-67-2012. Pretreated with

phospheting process & acid etching; coated with onecoat of epoxy

primer and two coats of best quality epoxy paint ;reflectorised with

High Intensity Prismatic Grade retrorefiectivesheeting of Type-4 as per

ASTM D-4956 and atest M.O.S.T. Specifications; 3.6 mtr long stand

post (2 Nos.) of IronAngle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required andframe fabricated from suitable size iron angle of

50x50x5mm;painted with bestquality epoxy coatings in black and white

bends. the details of symbol or inscription / numerals for each

boardshall be as per the instruction of engineer in charge. The fixing

atsite shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

legincluding excavation, curing etc.complete under the supervisionof

engineer in charge. A warranty for 7 years for the Retroreflective

sheeting from original manufacturer & a certified copyof 3 year outdoor

exposure test report from third party test labfor the product offered

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

66 Cat Eye/ Road Stud/RPM: Supplying Raised Pavement Markers made 300.00 Nos 217.40

of polycarbonate and ABS moulded body and reflective panels with

Micro prismatic lens (No Glass bead lens) capable of providing total

internal reflection of the light entering the lens face and shall support a

load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and

complying to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO Dt 11.06. 1997. The height, width and length

shall not exceed 20 mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the slope to the base

shall be 35 +/- 5 degree. The body of the marker should having finger

grip for easy and accurate placement and application with

epoxy/bituminous Adhesive as recommended by the manufacturer of

the marker. The color of the marker should be as per the IRC 35-2015

and as directed by Engineer-in-charge.

67 Road marking with hot applied thermoplastic palnts with reflectorising 345.00 Sqm 367.72

glass beads on bitumin 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 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux

during the servíce life during the day time. The marking should meet

the performance crlterla for night time reflectivity, wet reflectivity and

skld resistance as mentioned in the section-15 of IRC 35-2015.warty

for retro retlecinty shall be two years.Warranty for retro reflectivity shall

be for two year

68 Demolation and disposal of unserviceable materials with all lead & lift. 857.72 Cum. 952.51

69 Excavation in large boulders and soft rock by welding including 1132.00 Cum. 733.62

shoring, strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

70 Providing and filling in foundation with ordinary cement concrete M- 120.00 Cum. 3362.25

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

71 Providing and fixing mild steel dowel bars of minimum 32mm dia. for 36.00 Rmt. 450.07

anchoring by drilling holes in foundation strata including necessary

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

per detailed drawing and as directed.

72 Providing and casting in-situ ordinary cement concrete M-200 mix 2128.00 Cum. 3348.35

and providing necessary pin headers including shuttering,

scaffolding laying vibrating, curing and finishing complete without V-

73 Providing and casting in situ controlled cement concrete M-250 for 50.00 Cum. 3845.42

RCC work in pier caps / Abutment caps & Dirt wall including

ordinary cement concre-te M-250 bed block or pedestal of required

size below bearings as per detailed drawings centering, shuttering,

scaffolding wherevernecessary laying, vibrating,curing and finishing

74 Providing and casting in situ controlle cement concrete M-300 for 278.30 Cum. 4147.21

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

75 Providing and casting in situ controlled cement concrete M-300 for 26.09 Cum. 4143.73

RCC Crash Barriar including curing and finishing complete.

76 Providing and filling in foundation with ordinary cement concrete M- 144.99 Cum. 3732.29

150 and providoing necessary vertical pin headers including formwork

vibrating ramming and curing complete.

77 Providing and casting in situ controlle cement concrete M - 300 for 43.40 Cum. 4232.05

average 75mm. thick Wearing coat laid as directed including

tamping, vibrating, finishing, curing, and filling in joints with bitumen

78 Providing and casting in - situ controlle cement concrete M-300 59.00 Cum. 4103.73

for approach slab.

79 Providing and fixing in position mild steel 32 mm dowel bars in pier 18.00 Nos 341.29

caps for anchorage in fix end as per detailed drawing including

cutting , bending & welding complete.

80 Providing and fixing in position mild steel 32 mm dowel bars in pier 18.00 Nos 399.70

caps for anchorage in free end as per detailed drawing including

cutting , bending & welding complete.

81 Providing 12 mm thick pre-moulded asphalt filler joints as per drawing. 35.00 Sqm 703.53

82 Providing and fixing tar papper bearing ,shall be provided between 70.00 Sqm 101.00

abutment / pier cap and RCC slab

83 Providing flood gauge marks on sub structure as per design including 15.00 Rmt. 171.00

painting complete.

84 Wall painting (three coats) with Plastic emulsion paint of approved 178.00 Sqm 129.94

brands like Apex or equivalante and manufacture on undecorated wall

surfaces to give an even shade including thorougnly brushinf the

surface free from mortar droppings and other foreign matter and sand

papered smooth. ( Black & White Strip )

I/We am/are willing to carry out the work at _______________% above/below Percent

(Should be Written in Figures & Words) of the estimated rates mentioned above. Amount of my/our

Tender works out as under.

# Estimated Amount Put to Tender # Estimated amount put to Tender

Deduct __________ % below Add : _________ % Above

Deputy Executive Engineer Executive Engineer

Medical Campus (R&B) Sub-Division Jamnagar (R&B) Division

Jamnagar. Jamnagar.

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

Charge for which no extra payment shall be made.

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

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

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

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

actual nix 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 Testing of materials shall be as per statement attached for quantity control. with specification, the materials shall be tested

in GERI for testing charges shall be paid by Executive Engineer, and of amount put to tender after deduction the cost of

materials as per Schedule-'A' shall be recovered from contractor in Running bill as per G.R. of R&B Deptt. No. TNC/1085-4-

6 The Contractor shall be state even "NIL" precent of no reduction as offered.

7 One percent of Contract value. for this work shall be recovered from the contract payment as " Labour cess" in terms of the

Gujarat Government Gazette extra ordinary Dated 12-12-2004 implementation of building & other construction worker's

(Regulation of Employment and condition of service Act, 1996)

8 For R.C.C. Item where there is change of grade mix or charge as per actual mix design the difference of cement

consumption shall be deducted from rate of original item at the rate of star rate mentioned in the tender.

9 Concrete & bitumenous Mix Design carried out by Contractor at his own cost.

Deputy Executive Engineer Executive Engineer

Medical Campus (R&B) Sub-Division Jamnagar (R&B) Division

Jamnagar. Jamnagar.