Construction of Four Lane High Level Major Bridge on Kim Mandvi Road (SH-65) from Ch.: 47/335 to 47/430, Ta.: Mandvi, Dist.: Surat

Name of Work:-'Construction of Four Lane High Level Major Bridge on Kim Mandvi Road (SH-65) from Ch.: 47/335 to

47/430, Ta.: Mandvi, Dist.: Surat

Bill Of Quantity

Memorandum showing items of work to be carried out

Sr. No. Item Description Quantity Unit Total Amount (₹)

Sr. No. Item Description Quantity Unit Total Amount (₹)

1 Dismantling of Structures (Dismantling of existing 1211.43 Cum 992.83

structures like culverts, bridges, retaining walls and other

structure comprising of masonry, cement concrete, wood

work, steel work, including T&P and scaffolding wherever

necessary, sorting the dismantled material, disposal of

unserviceable material and stacking the serviceable material

with all lifts and lead of 1000 metres) (B) Prestressed /

Reinforced cement concrete grade M-20 & above

2 Dismantling of Structures (Dismantling of existing 1090.00 Cum 414.10

structures like culverts, bridges, retaining walls and other

structure comprising of masonry, cement concrete, wood

work, steel work, including T&P and scaffolding wherever

necessary, sorting the dismantled material, disposal of

unserviceable material and stacking the serviceable material

with all lifts and lead of 1000 metres) (B) Rubble stone

masonry in cement mortar.

3 Clearing and Grubbing Road Land . (Clearing and grubbing 4.84 Hac 49597.92

road land including uprooting rank vegetation, grass,

bushes, shrubs, saplings and trees girth up to 300 mm,

removal of stumps of trees cut earlier and di 2.3 disposal of

unserviceable materials and stacking of serviceable material

to be used or auctioned up to a lead of 1000 metres

including removal and disposal of top organic soil not

exceeding 150 mm in thickness.) (ii) By Mechanical

Meansby by Dozer (A) In area of light jungle

4 Provding flood guage makrs on substructure as per deisign 24.00 Rmt 167.03

including painting complete

5 Providing and laying of Filter media with granular 2660.00 Cum 782.00

materials/stone crushed aggregates satisfying the

requirements laid down in clause 2504.2.2. of MoRTH

specifications to a thickness of not less than 600 mm with

smaller size towards the soil and bigger size towards the

wall and provided over the entire surface behind abutment,

wing wall and return wall to the full height compacted to a

firm condition complete as per drawing and Technical

6 Back filling behind abutment, wing wall and return wall 1526.00 Cum 1045.35

complete as per drawing and Technical specification (B)

7 Excavation for Structures (Earth work in excavation of 7923.00 Cum 401.78

foundation of structures as per drawing and technical

specification, including setting out, construction of shoring

and bracing, removal of stumps and other deleterious

matter, dressing of sides and bottom, backfilling the

excavation earth to the extent required and utilising the

remaining earth locally for road work.) (i) Ordinary soil (A)

Manual Means (Depth upto 3 m)

8 Plain/Reinforced cement concrete in open foundation 1257.00 Cum 3948.35

complete as per drawing and technical specifications (A)

PCC Grade M15 (Case II) With Batching Plant, Transit

Mixer and Manual placing

9 Empty boring through all. sorts of strata for providing 1.200 2268.00 Rmt 5558.72

MT dia. R.C.C. bored piles to required depth including

providing necessary casting pipe with all plants and

equipments as required complete.

10 Load testing of foundation piles including loading with 1.00 Nos. 35767.11

necessary kentledge of any other suitable method as per

detailed drawing as directed by enggineer.

11 Conducting low strain pile integrity testing on RC Bored 81.00 Nos. 2030.10

foundation piles using pile integrity tester equipment

manufactured by Pile Dynamics Inc. of USA of TNO of

Netherland or equivalent that confirms to ASTM D5882.

12 Bored cast-in-situ M45 grade R.C.C. pile excluding 2268.00 Rmt 15290.08

reinforcement complete as per drawing and technical

specifications and removal of excavated earth with all lifts

and lead upto 1000 m. (Pile diameter-1200 mm)

13 Cement concrete for reinforced concrete in pile cap 1130.00 Cum 4706.96

complete as per drawing and Technical Specification (D)

RCC Grade M35 (ii) With Batching Plant, Transit Mixer

and Manual placing For Pilecap

14 Plain/Reinforced cement concrete in open foundation 1909.00 Cum 5087.98

complete as per drawing and technical specifications (G)

RCC Grade M30 (Case ii) With Batching Plant, Transit

Mixer and Manual placing For Retaining wall

15 Supplying, fitting and placing un-coated FE550D bar 544.32 MT 84909.42

reinforcement in foundation complete as per drawing and

technical specifications. For Piles

16 Supplying, fitting and placing un-coated FE550D bar 141.25 MT 84909.42

reinforcement in foundation complete as per drawing and

technical specifications. For Pilecap

17 Supplying, fitting and placing un-coated FE550D bar 162.27 MT 84909.42

reinforcement in foundation complete as per drawing and

technical specifications. For Retaining Wall

18 Dismantling of Reinforced Concrete Pile head complete as 184.00 Cum 988.31

per Drawing and Technical Specification

19 Plain/Reinforced cement concrete in sub-structure complete 2941.00 Cum 5004.55

as per drawing and technical specifications (G) RCC Grade

M30 (p) Height upto 5m - With Batching Plant, Transit

Mixer and Concrete Pump (1) Piers (2) Abutment (3) RCC

20 Plain/Reinforced cement concrete in sub-structure complete 545.00 Cum 5145.95

as per drawing and technical specifications (G) RCC Grade

M30 (q) Height 5m to 10m - With Batching Plant, Transit

Mixer and Concrete Pump (1) Piers (2) Abutment (3) RCC

21 Plain/Reinforced cement concrete in sub-structure complete 43.00 Cum 5345.93

as per drawing and technical specifications (G) RCC Grade

M30 (r) Height above 10m - With Batching Plant, Transit

Mixer and Concrete Pump (1) Piers (2) Abutment (3) RCC

22 Providing and installing 6 mm MS liner for bored-cast-in- 108.49 MT 115575.85

situ concrete piles including applying protective coating as

per drawing and specification and as directed by Engineer

23 Plain/Reinforced cement concrete in sub-structure complete 690.00 Cum 5345.93

as per drawing and technical specifications (G) RCC Grade

M30 (r) Height above 10m - With Batching Plant, Transit

Mixer and Concrete Pump. For Piercap, Abutmentcap,

Pedestal, Arrester Etc.

24 Plain/Reinforced cement concrete in sub-structure complete 93.00 Cum 5570.15

as per drawing and technical specifications (G) RCC Grade

M40 (r) Height above 10m - With Batching Plant, Transit

Mixer and Concrete Pump. For Piercap, Abutmentcap,

Pedestal, Arrester Etc.

25 Supplying, fitting and fixing in position true to line and 1382400.00 CuCm 1.24

level elastomeric bearing conforming to IRC: 83 (Part-II)

section IX and clause 2005 of MoRTH specifications

complete including all accessories as per drawing and

Technical Specifications.

26 Providing weep holes in Brick masonry/Plain/ Reinforced 3520.00 Nos. 406.34

concrete abutment, wing wall/ return wall with 100 mm dia

PVC pipe, extending through the full width of the structure

with slope of 1V :20H towards drawing foce. Complete as

per drawing and Technical Specifications

27 Drainage Spouts complete as per drawing and Technical 60.00 Nos. 1430.16

28 Providing and fixing marble slab including engraving and 4.00 Nos. 840.49

painting complete. (A) size 60 cm x 45 cm x 4 cm

29 Supplying, fitting and placing FE550D bar reinforcement in 383.46 MT 86774.15

sub-structure complete as per drawing and technical

specifications (A) Pier (B) Abutment (C ) RCC return wall.

30 Supplying, fitting and placing FE550D bar reinforcement in 146.53 MT 86774.15

sub-structure complete as per drawing and technical

specifications (A) Abutment cap and Dirt wall (B) Pier cap.

31 Furnishing and Placing Reinforced/Prestressed cement 1492.00 Cum 7137.67

concrete in super- tructure as per drawing and Technical

Specification (C ) RCC Grade M 30 (ii) For T-beam & slab,

(r) Height above 10m. For T-Beam and Deck slab type of

superstructure & Main and cross Girder

32 Supplying, fitting and placing FE550D bar reinforcement in 387.92 MT 86395.40

super-structure complete as per drawing and technical

specifications.(B) T-Beam and Deck slab type of

superstructure (I) Deck slab (II) Main and cross Girder

33 Providing and casting in situ controlled cement concrete 62.00 Cum 5360.27

M30 for approach slab including form work curing and

finishing complete.

34 Providing and casting in situ controlled cement concrete 153.00 Cum 11949.33

M40 for average 100 mm thick wearing coat laid as directed

including tamping vibrating finishing curing and filling in

joints with bitumen complete.

35 Provision of an Reinforced cement concrete crash barrier at 1917.00 Rmt 1485.34

the edges of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with

FE550D reinforcement conforming to IRC:21 and dowel

bars 25 mm dia, 450 mm long at expansion joints filled with

pre-moulded asphalt filler board, keyed to the structure on

which it is built and installed as per design given in the

enclosure to MOST circular No. RW/NH - 33022/1/94-DO

III dated 24 June 1994 as per dimensions in the approved

drawing and at locations directed by the Engineer, all as

36 Supplying, fitting and placing FE550D bar reinforcement in 4.96 MT 86395.40

super-structure complete as per drawing and technical

specifications. (A) RCC kerb, (B) RCC foot path (C )

Approch Slab, (D) Wearing coat.

37 Providing fusion bonded Epoxy coating not less than 175 528.06 Tonne 10162.62

micron thickness and up to 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M including testing

of coating at plant and all taxes (A) 10mm to 16mm dia bar

38 Providing fusion bonded Epoxy coating not less than 175 1232.15 Tonne 7296.24

micron thickness and up to 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M including testing

of coating at plant and all taxes (A) 20mm to 32mm dia bar

39 Supplying & laying of bi-axial extruded high modulus 7419.00 Sqm 365.62

polypropylene geogrid coforming to MORT&H

specification for base/sub-base reinforcement having

minimum tensile strength 40kN/m in the longitudinal and

transverse direction, with 14kN/m and 28kN/m tensile

strength at 2% and 5% strain respectively in the longitudinal

and transverse direction, junction efficiency not less than

95% and with 38mm X 38mm mesh opening.

40 Strip Seal Expansion Joint (Providing and laying of a strip 46.00 Rmt 1733.16

seal expansion joint catering to maximum horizontal

movement upto 70 mm, complete as per approved drawings

and standard specifications to be installed by the

manufacturer/supplier or their authorised representative

ensuring compliance to the manufacturer's instructions for

41 Painting Two Coats on New Concrete Surfaces (Painting 12736.00 Sqm 92.92

two coats after filling the surface with synthetic enamel

paint in all shades on new plastered concrete surfaces)

42 Carryout soil investigation work including drilling 150 mm 360.00 Rmt 2615.90

dia bore holes in all sorts of soil, ordinary rock and hard

rock, upto maximum depth as mentioned, collection

undisturbed samples and conduction standard penetration

tests alternate at an interval of 1.5 to 2.0 m depth,

conducting necessary laboratory tests for all type of

classification and determination of soil parameters like

density, shear and consolidation parameters if required,

including submission of report in three copies covering

investigation data and recommendation for SBC & and pile

capacity considering the design criteria, all as per

43 Providing structural steel for sub-structure complete as per 11.80 Tonne 143041.11

drawing and technical specifications

44 Applying priming coat over new steels and other metal 368.00 Sqm 36.43

surface after and including preparing the surface by

thoroughly cleaning, oil, grease, dirt and other foreign

matter and scoured with wire brushes, fine steel wool,

scrappers and sand paper with ready mixed red lead priming

45 Painting on Steel Surfaces (Providing and applying two 368.00 Sqm 92.21

coats of ready mix paint of approved brand on steel surface

after through cleaning of surface to give an even shade)

46 Embankment Construction with Material Obtained from 55896.19 Cum 177.36

Borrow Pits (Construction of embankment with approved

material obtained from borrow pits with all lifts and leads,

transporting to site, spreading, grading to required slope and

compacting to meet requirement of table 300-2)

47 Construction of granular sub-base Gr-I 150mm thick by 2152.00 Cum 2087.74

providing coarse graded B.T. machine crushed material

satisfying MOST specification of (grading I) using materials

(53 mm to 26.5 mm@ 27.5 per cent,26.5 mm to

[email protected] percent,9.5 mm to 4.75 mm@10 percent,4.75

mm below@40 per cent) 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.

48 Providing, laying, spreading and compacting graded stone 4910.00 Cum 2314.70

aggregate to wet mix macadam 250mm thick 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.

49 Providing and applying primer coat with SS1 grade bitumen 13391.00 Sqm 102.74

emulsion on prepared surface of granular Base including

clearing of road surface and spraying primer at the rate of

0.70 kg/sqm using mechanical means.

50 Providing and applying tack coat with bitumen emulsion 13391.00 Sqm 17.98

RS1 using emulsion pressure distributor at the rate of

kg per sqm on the prepared bituminous surface cleaned with

mechanical broom.

51 Providing and laying dense graded bituminous macadam 2159.25 MT 5763.24

70mm thick with higher capacity batch type HMP using

crushed aggregates of specified grading, premixed with

bituminous binder @ 4.5 with VG40 per cent by weight of

total mix and filler, transporting the hot mix to work site,

laying with a hydrostatic paver finisher with sensor control

to the required grade, level and alignment, rolling with

smooth wheeled, vibratory and tandem rollers to achieve the

desired compaction as per MoRTH specification clause No.

505 complete in all respects.

52 Providing and laying bituminous concrete 40mm thick with 1289.00 MT 6781.89

higher capacity batch type hot mix plant using crushed

aggregates of specified grading, premixed with bituminous

binder @ 5.5 per cent with VG40 of mix and filler,

transporting the hot mix to work site, laying with a

hydrostatic paver finisher with sensor control to the required

grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired

compaction as per MORTH specification clause No.

complete in all respects

53 Providing and laying 22.5 cms thick dry stone pitching 7021.00 Sqm 1000.91

including preparing the surface with 15 cms thick murrum

beding and including watering and providing 30 cms x

cms rubble masonary pannel in cement mortor 1 : 5 at

meter center to center vertically & Horizontally and filling

the voids of rubble with quarry spalls and murrum including

ramming and watering with flush pointing on dry stone

pitching and uncoursed stone masonary with C.M. 1:3 (1

Cement:3 Sand) etc. complete. (Including Supplying and

Spreading Murram)

54 Providing and fixing of retro- reflectorised cautionary, 10.00 Nos. 2943.27

mandatory and informatory sign as per IRC :67 made of

class C type XI retro reflective sheeting fixed over 2mm

thick aluminium sheeting vide clause 801.3, 3mm/4mm

thick Aluminum composite material sheet depending on the

size of the sign fixed over back support frame of min

25x25x3mm Angle mounted on a mild steel circular pipe

NB ,3.2 mm thicknness firmly fixed to the ground by means

of properly designed foundation with M25 grade cement

concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level

as per approved drawing. The sign shall be maintained as

section 12 of IRC 67. . For Facility Informatory Sign . (x)

mm x 60 mm rectangular

55 Cautionary Warning Sign :-Providing and fixing of retro- 10.00 Nos. 7739.95

reflectorised cautionary, mandatory and informatory sign as

per IRC :67 made of class C type XI retro reflective

sheeting fixed over 2mm thick aluminium sheeting vide

clause 801.3, 3mm/4mm thick Aluminum composite

material sheet depending on the size of the sign fixed over

back support frame of min 25x25x3mm Angle mounted on a

mild steel circular pipe 65 NB ,3.2 mm thicknness firmly

fixed to the ground by means of properly designed

foundation with M25 grade cement concrete 45 cm x 45 cm

x 60 cm, 60 cm below ground level as per approved

drawing. The sign shall be maintained as section 12 of IRC

67. (ii) 90 cm equilateral triangle

56 Road Marking with Hot Applied Thermoplastic Compound 789.00 Sqm 431.27

with Reflectorising Glass Beads on Bituminous Surface

(Providing and laying of hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads

@ 250 gms per sqm area, thickness of 2.5 mm is exclusive

of surface applied glass beads as per IRC:35 .The finished

surface to be level, uniform and free from streaks and

57 Road Markers/Road Stud with Lense Reflector (Providing 412.00 Nos. 627.21

and fixing of road stud 100x 100 mm, die cast in

aluminium, resistant to corrosive effect of salt and grit,

fitted with lense reflectors, installed in concrete or asphaltic

surface by drilling hole 30 mm upto a depth of 60 mm and

bedded in a suitable bituminous grout or epoxy mortar, all

as per BS 873 part 4:1973)

58 Hazard Marker Sign :-Providing and fixing of retro- 8.00 Nos. 2383.33

reflectorised cautionary, mandatory and informatory sign as

per IRC :67 made of class C type XI retro reflective

sheeting fixed over 2mm thick aluminium sheeting vide

clause 801.3, 3mm/4mm thick Aluminum composite

material sheet depending on the size of the sign fixed over

back support frame of min 25x25x3mm Angle mounted on a

mild steel circular pipe 65 NB ,3.2 mm thicknness firmly

fixed to the ground by means of properly designed

foundation with M25 grade cement concrete 45 cm x 45 cm

x 60 cm, 60 cm below ground level as per approved

drawing. The sign shall be maintained as section 12 of IRC

67. (ix) 90 cm x 75 cm rectangular

59 Standard Delineator: Providing and fixing of Standard 34.00 Nos. 1027.17

Metal Delineator consisting of minimum retro reflective

unit exposed area of 330 cm2 white color, full cube corner

micro prismatic non-metallic retro reflective sheeting on

each side conforming with IRC 67 2012 and meeting the

coefficient of retro reflection values as per ASTM D

Type XI table specification. The delineator shall be painted

with powder coat of minimum 40 microns thickness, on top

of which retro reflective sheeting shall be pasted on both

sides. The structure shall be manufactured in roll forming

process and shall have height not less than 800 mm above

the ground, width not less than 100 mm and shall extend not

more than 300mm below the ground while being installed.

height of sheeting should be minimum 150mm whereas

width of sheeting should not be less than 75mm (should be

placed every alternative 15cm). The front and back faces of

the delineator should be curved with a radius of not more

than 200 mm and with delta angle (or central angle of

curve) lying between 20o and 30o, to increase the visibility

of the delineator for vehicles moving in continuous curves.

The delineator shall have grooves across the length to make

the reflective sheets vandal-proof. The delineator is meant

for application on gaps in median, traffic islands, dangerous

bends, roundabouts, narrow bridges etc. or as desired by site

60 Providing and fixing High Intensity Grade Retro-Reflective 400.00 Rmt 32.30

Radium Warning Waterproof Tape (50 mm wide)

conforming to Section 800 of Specifications for Road &

Bridge Works of Ministry of Road Transport and Highways

(MoRTH) and IRC:67 (Latest Revision), including surface

preparation, cleaning, labour, materials, tools & tackles,

transportation and complete fixing as per approved

drawings and direction of Engineer-in-Charge.

61 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing 560.00 Rmt 4174.33

and erecting a "Thrie" 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,

2 m high with 1.15 m below ground 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 space of channel section 150 x

x 5 mm, 546 mm long complete as per clause 811)

62 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 86.10 Cum 3402.90

nominal mix in foundation with crushed stone aggregate

mm nominal size mechanically mixed, placed in foundation

and compacted by vibration including curing for 14 days.)

NH SOR 12.4 Pg. No.

63 Plain/Reinforced cement concrete in sub-structure complete 1536.70 Cum 4811.64

as per drawing and technical specifications (C) Grade M25

(p) Height upto 5.00m

64 Supplying, fitting and placing FE550D bar reinforcement in 5.90 MT 86774.15

sub-structure complete as per drawing and technical

NH SOR 13.6 Pg. No.

65 Back filling behind abutment, wing wall and return wall 861.00 Cum 876.43

complete as per drawing and Technical specification (B)

Granuler material

66 Steel work, welded in built up sections framed work 172.70 MT 117278.20

including cutting, hoisting, fixing in position and applying a

priming coat of red lead paint. (D) In trussses and trussed

purlins, upto 25 M. span and 15 M. ovarall height. [steel

67 Providing and fixing M.S. round holding down or anchor 1.73 MT 117278.20

bolts with nuts and washer plates complete.[ 8.8 grade High

strength bolts]

68 Painting two coats (excluding priming coat) on new steel 15004.00 Sqm 84.84

and other metal surface with Glossy enamel paint, brushing,

interior to give an even shade including cleaning the surface

an even shade including cleanicn the surface of all dirt, dust

and other foreign matter.

69 Supply and Apply Anti corrosive Paint on new steel and 15004.00 Sqm 104.58

other metal surface with paint, brushing, interior to give an

even shade including cleaning the surface an even shade

including cleanicn the surface of all dirt, dust and other

foreign matter.

70 Providing and carrying out Dye Penetration Test (DPT) on 18.00 day 7070.00

fabricated structural steel members, weld joints, and

connection plates in accordance with MoRTH

Specifications for Road & Bridge Works (latest revision)

and relevant IS standards (IS 3658 / IS 822 / IS 13805 as

71 Providing and carrying out Ultrasonic Testing (UT) for 20.00 day 16160.00

fabricated structural steel members, weld joints, flange

plates, stiffeners, and other critical components in

accordance with MoRTH Specifications for Road & Bridge

Works (Latest Revision) and relevant IS standards such as

IS 822, IS 13805, and IS 11666 (as applicable).

72 Providing and fixing approved make Conical Poles 65.00 each 20567.64

(Medium Duty ) Made from CR sheet steel. The pole should

be made as per IS. and shall be coated with hot dip

galvanizing as per IS 2629/4759. with required base plate

as erected on existing foundation. The length of poles are as

(G) 10 Mtr. Long 70 mm Top X 205 mm bottom dia, 3 mm

73 Providing and erecting Street Light pole bracket comprising 62.00 each 626.20

main B Class MS pipe of 4.2 cm/require outside dia.

complete with suitable B Class M.S. sleeve tubing of

approx. 45cms.length and suitable for 76.5 mm /80mm /

required size of pole top having sufficient fasteners for

fixing the brackets and having spread of 1.5.mtr. length with

110 deg.with vertical plane & suitable welded stays, reducer

and with check nuts complete painted with one coat of Red

oxide / PU base primer and two coats of Aluminium / PU

paint. paint with following nos of arms.

[A] Single Arm Bracket

74 Providing and erecting Street Light pole bracket comprising 3.00 each 916.07

main B Class MS pipe of 4.2 cm/require outside dia.

complete with suitable B Class M.S. sleeve tubing of

approx. 45cms.length and suitable for 76.5 mm /80mm /

required size of pole top having sufficient fasteners for

fixing the brackets and having spread of 1.5.mtr. length with

110 deg.with vertical plane & suitable welded stays, reducer

and with check nuts complete painted with one coat of Red

oxide / PU base primer and two coats of Aluminium / PU

paint. paint with following nos of arms.

[B] Double Arm Bracket

75 Providing 1:2:4 cement concrete foundation & 70 % PCC 16.00 each 1652.36

from bottom including excavation for the pole of size 60 x

60 x 150 cm. Deep in below ground level with plinth of

cm x 45 cm(or 45 cm dia x 45 cm) high upper ground level

with necessary curing and finishing in approved manner.

( for 10 mtr pole)

76 Providing C.I./M.S. flange type base plate of 300mm x 65.00 each 240.38

77 Terminal board of size 5.0 x 127 x 152.4 mm. bakelite sheet 65.00 each 146.45

with 15 Amp. kitkat pattern porcelain fuse unit with suitable

brass studs with nuts, washers and clamps of size 25mm x

3mm suitable for pole painted with one coat of red lead

78 Providing and erecting cable clamp of 25 mm X 3 mm M.S. 520.00 each 142.41

flat suitable for fixing 2 Nos. of armoured cable with nuts

and bolts. (c) for 165 / 195 mm dia. Pole

79 Outdoor LED Strip 1750.00 mtr. 50.50

80 LED light fixture(tube light/panel light/spot light/strip 35.00 each 353.50

light/decorative wall lights etc as per sample )by suitable

driver 2 kv according to LED PCB as per requirement of

following rating wattage capacity .

81 Supply and erecting LED Street light/ Flood light fittings 10.00 each 6566.01

with High Power White LEDs wattage of 1 Watt and above

assembled n single MCPCB, efficiency more than 130 lm

/w and corrosion free high power die cat aluminium housing

with smooth finish power coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics /lences

with company mark / name engraved or embossed , 120 to

300 v power factor more then 0.95 THD,10% CCT 3000K

to 5700K uniformity ratio >0.45 Luminare efficacy >

lumens /watt. LED driver efficiency >0.85 % CREE /

OSRAM/ PHILIPS /LUMILEDS/NICHIA /SEOUL /

BridgeLus (USA) make LED used for Luminaire ( Each

fitting required LM- 79 & LM 80 certificates )

(A) Street Light (IP-65), Surge -4KV

(iv) above 90 to 120 watts

82 Supply and erecting LED Street light/ Flood light fittings 68.00 Each 9108.18

with High Power White LEDs wattage of 1 Watt and above

assembled n single MCPCB, efficiency more than 130 lm

/w and corrosion free high power die cat aluminium housing

with smooth finish power coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics /lences

with company mark / name engraved or embossed , 120 to

300 v power factor more then 0.95 THD,10% CCT 3000K

to 5700K uniformity ratio >0.45 Luminare efficacy >

lumens /watt. LED driver efficiency >0.85 % CREE /

OSRAM/ PHILIPS /LUMILEDS/NICHIA /SEOUL /

BridgeLus (USA) make LED used for Luminaire ( Each

fitting required LM- 79 & LM 80 certificates )

(C) Street Light (IP-65), Surge -4KV

(vi) above 160 to 200 watts

83 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured 150.00 mtr. 183.82

cable multistrand Aluminium conductor for 1.1 KV. to be

laid on wall with necessary clamps or in existing trench /

pipe of following size of cables.

(A) 3 1/2 core 25 Sq. mm

84 Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured 1250.00 mtr. 573.68

copper cable 1.1 KV grade to be erected as directed of

following size.

Unarmoured Copper cables (M) 4 core 10 Sq. mm

85 Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured 1655.00 mtr. 101.00

copper cable 1.1 KV grade to be erected as directed of

following size.

Unarmoured Copper cables (K) 2 core 2.5 Sq. mm

86 Termination : Providing and, fixing heavy duty flange type 6.00 Nos. 66.66

brass cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails, insulating

tape etc for following size of cables.

(A) 3 1/2 core 25 Sq. mm

87 Termination : Providing and, fixing heavy duty flange type 10.00 Nos. 38.38

brass cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails, insulating

tape etc for following size of cables.

(A) 4 core 10 Sq. mm

88 Termination : Providing and, fixing heavy duty flange type 10.00 Nos. 33.33

brass cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails, insulating

tape etc for following size of cables.

(A) 4 core 2.5/4 Sq. mm

89 Termination : Providing and fixing alluminium lugs suitable 50.00 Nos. 15.15

for cable following size with high pressure tool & connected

(C) 3 1/2 core 25 Sq. mm

90 Termination : Providing and fixing alluminium lugs suitable 10.00 Nos. 10.10

for cable following size with high pressure tool & connected

(B) 4 core 10 Sq. mm

91 Termination : Providing and fixing alluminium lugs suitable 10.00 Nos. 8.08

for cable following size with high pressure tool & connected

(A) 4 core 2.5/4 Sq. mm

92 Spike type earthing for poles with 1 mtr long GI wire of 3 65.00 Nos. 404.00

93 Making trench in soft soil of suitable width of 90 cms deep 100.00 mtr. 55.55

for laying cable or locating the fault all over the run and

backfilling the same and making the surface as normal

94 Supplying following size of Light duty “A” Class G.I . Pipe 50.00 mtr. 696.90

& erecting as directed by Engineer-in-charge.

(D) 100 mm dia.

95 Providing & laying approved make Double walled 800.00 mtr. 62.62

corrugated pipes (DWC) of polyethylene(conforming to IS

14930 II )with necessary connecting accessories of same

material at required depth for laying of cable. below ground

/ road surface for enclosing cable and back filling the same

to make ground as per original.

96 Supplying & erecting in earth pit of minimum bore dia. 20.00 each 5842.85

225mm size ASH or approved make Safe Earthing

Electrode consisting Pipe-in-Pipe Technology as per IS

3043-1987 made of corrosion free G.I.Pipes having Outer

pipe dia of 80 mm having 80-200 Micron galvanising, Inner

pipe dia of 40 mm having 200-250 Micron galvanising,

connection terminal dia of 14 mm with constant ohmic

value surrounded by highly conductive compound with high

charge dissipation suitable for following type of

applications. [C] For Electrical Installation covering

Transformer Neutrals, Lightning arrester Earthing,

A.C.Plant & Sensitive Computer System(like Automation,

SCADA)i.e. independent Earthing located in other than

normal soil i.e. Soft Rock, Marshy Soil etc..

-Length of Pipe : 1 Mtrs. -Back filling Compound :1 nos

97 Approved make energy meter 3 phase 4 wire unbalanced 3.00 each 2696.70

load rating, 10A to 60 Amp. based on ASIC(Application

specific Integral Circuits) digital technology with accuracy

Class - 1 , temper proof, free from effect of external

magnetic field with 3 phase indication, earth & impulse

indication, 6 digit electro mechanical impulse counter,

suitable work on 120 V to 300V per phase 45-55 HZ,

housed in robust enclosure with erection as directed.

98 Supplying & erecting weatherproof, dustproof IP-42 3.00 each 13576.42

cupboard with necessary switchgears, busbars, suitable size

of interconnecting copper cables, fuses/MCBs

(A) Locally fabricated panel board

(ii) with 550 mm Depth

99 Supplying & erecting approved make Digital time switch 3.00 each 3168.37

having lithium cell 6 years operative and operate battery

backup 1 channel day clock with 14 memory programme,

suitable to operate on 240V + 5%, 16A with, floating

contacts Minimum switching setup time 1 minimum & LCD

display. Also comprised permanent ON/OFF switching.

Programming switches & housed in fire proof thermoplastic

enclosure & transparent cover erected as required with

necessary connection erected as directed.

100 Providing and erecting approved make light control unit 3.00 each 2265.43

suitable to operate on 230V +20% having ON/OFF delay

time of 30-50 seconds and having facility for Auto/manual

system having two LDR lens to intensity light having

capacity of 5A complete erected on section pillar with pipe

101 Supplying and erecting Fabricating terminal box for street 80.00 each 562.57

light pole made from 16 SWG M.S. sheet having following

size complete with fixing arrangement for terminal board,

with necessary hole for wire entry and exit from the box.

The box shall be provided with cover and hinges on one

side and bolting at other end The box shall be fixed by

clamps fabricated from 25mm x 6mm flat.The box shall be

painted with one coat of red oxide and two coats of paint

having following box size.

330 mm x 260 mm x 140 mm (depth)

102 S.I.T.C of Distribution board from AC Side , ACDB 3- 4.00 each 42369.50

Phase - 51 kW - 100 kW: which includes AC1 DUTY

CONTRACTOR‐200A

4P, 200A MCCB 4P(Cat III) WITH SPREADER &

SHUNT, 3 PHASE SPD,

VOLTAGE MONITORING RELAY, ELR WITH CBCT,

INDICATING LAMP, POWER CABLE & OTHER

ACCESSORIES. All switchgears and connection are

enclosed with IP66 Enclosure and operate the position.

103 Meter procurement charges 1.00 each 50500.00

104 Operation & Maintenance for electrical work(For 3 Year) 1.00 each 327700.00

105 Supplying, Stacking, Spreading & rolling of GSB-I on road 184.50 Cum 2087.74

side for hard side shoulder of work as per specification

including filling the mesure boxes of standard size etc.

106 Construction of granular sub-base Gr-I 200mm thick by 696.00 Cum 2087.74

providing coarse graded B.T. machine crushed material

satisfying MOST specification of (grading I) using materials

(53 mm to 26.5 mm@ 27.5 per cent,26.5 mm to

[email protected] percent,9.5 mm to 4.75 mm@10 percent,4.75

mm below@40 per cent) 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.

107 Providing, laying, spreading and compacting graded stone 468.00 Cum 2314.70

aggregate to wet mix macadam 200mm thick 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.

108 Construction of dry lean cement concrete Sub- base over a 64.70 Cum 3154.23

prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed

15:1, aggregate gradation after blending to be as per table

600-1, cement content not to be less than 220 kg/ cum,

optimum moisture content to be determined during trial

length construction, concrete strength not to be less than

Mpa at 7 days, mixed in a batching plant, transported to site,

laid with a fixed form paver or conventional method,

compacting with 8-10 tonnes vibratory roller, finishing and

curing etc. complete.

109 Construction of un-reinforced, dowel jointed, plain cement 124.43 Cum 7284.12

concrete pavement over a prepared sub base with concrete

grade M40, coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per approved mix

design, transported to site, laid with a fixed form or slip

form paver, spread, compacted and finished in a continuous

operation including provision of contraction, expansion,

construction and longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant, debonding strip,

dowel bar, tie rod, admixtures as approved, curing

compound, finishing to lines and grades etc. cpmplete.

110 Suplying and fixing reinforced concrete heavy duty non- 263.00 Rmt 13368.44

pressure pipes with collars for culverts carrying heavy

traffic as per IS458-1991 specifications including setting the

pipes in C.M.1:2 watering and Laying (to level or slopes) of

class NP4 of 1800mm dia.

111 Plain/Reinforced Cement Concrete in Open Foundation 215.00 Cum 3988.49

complete as per Drawing and Technical Specifications. PCC

112 Supplying, fitting and placing HYSD bar reinforcement in 40.00 MT 86774.15

sub-structure complete as per drawing and technical

113 Type - A, "W" : Metal Beam Crash Barrier (Providing and 600.00 Rmt 3496.62

erecting a "W" metal beam crash barrier comprising of

mm thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m

high, 1.1 m below ground/road level, all steel parts and

fitments to be galvanised by hot dip process, all fittings to

conform to IS:1367 and IS:1364, metal beam rail to be fixed

on the vertical post with a spacer of channel section 150 x

75 x 5 mm, 330 mm long complete as per clause 811)

114 Providing and fixing of retro- reflectorised cautionary, 4.00 Nos. 5384.31

mandatory and informatory sign as per IRC :67made of

class C type XI retro reflective sheeting fixed over 2mm

thick aluminium sheeting vide clause 801.3, 3mm/4mm

thick Aluminum composite material sheet depending on the

size of the sign fixed over back support frame of min

25x25x3mm Angle mounted on a mild steel circular pipe

NB,3.2 mm thicknness firmly fixed to the ground by means

of properly designed foundation with M25 grade cement

concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level

as per approved drawing. The sign shall be maintained as

section 12 of IRC 67.-Mandatory sign board

115 Providing and fixing of retro- reflectorised cautionary, 4.00 Nos. 5384.31

mandatory and informatory sign as per IRC :67made of

class C type XI retro reflective sheeting fixed over 2mm

thick aluminium sheeting vide clause 801.3, 3mm/4mm

thick Aluminum composite material sheet depending on the

size of the sign fixed over back support frame of min

25x25x3mm Angle mounted on a mild steel circular pipe

NB,3.2 mm thicknness firmly fixed to the ground by means

of properly designed foundation with M25 grade cement

concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level

as per approved drawing. The sign shall be maintained as

section 12 of IRC 67.-Warning sign board

116 Chevron sign :-Providing and fixing sign boards made out 8.00 Nos. 3711.75

of 1.5mm 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 ofbest 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;

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

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

117 Hazard Marker Sign :-Providing and fixing sing boards 4.00 Nos. 2423.74

made out of 2mm aluminium sheet; size 90 x 30cms.

rectangle as as per the design/drawing attached (IRC)

pretreated with phospheting process & acid etching; coated

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

epoxy paint; reflectorised with retro refiective 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

3mm & 50 x 50 x 5mm painted with best quality epoxy

coatings The fixing at site shall be in 1:2:4 CC block of size

45x45x 60cms. for each leg. including excavation curing

etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

118 Regulatorysigns :Providing and fixing sing boards made out 4.00 Nos. 3439.81

of 2mm aluminium sheet; size 60cms. diameter circle as per

the design of IRC-67-1977 pre treated with phospheting

process & acid eteching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint;

reflectorised with retro refiective 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 3mm

75x75x6mm as required; painted with best quality epoxy

coatings in black and white bends. the details of symbol for

each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size

45 x 45 x 60cms. for each leg. including excavation curing

etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

119 Providing and fixing of retro- reflectorised cautionary, 4.00 Nos. 5384.31

mandatory and informatory sign as per IRC :67made of

class C type XI retro reflective sheeting fixed over 2mm

thick aluminium sheeting vide clause 801.3, 3mm/4mm

thick Aluminum composite material sheet depending on the

size of the sign fixed over back support frame of min

25x25x3mm Angle mounted on a mild steel circular pipe

NB,3.2 mm thicknness firmly fixed to the ground by means

of properly designed foundation with M25

grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm

below ground level as per approved drawing. The sign shall

be maintained as section 12 of IRC 67.-Cautionary sign

120 Removing all type of hume pipes and stacking within a lead 263.00 Rmt 309.21

of 1000 metres including earthwork and dismantling of

Rs. Fourty One Corer Twenty Four Lack Twenty Two Thousand Four Hundred Eighty Eight and Thirty Four Paise Only.

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be

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

*Estimated amount *Estimated amount

Put to tender (Rs.) Rs…412422488.34 Put to tender (Rs.) Rs.412422488.34

Deduct ……. % below Rs…………………… Add ……. % Avove Rs…………..

Net Rs. …………………… Total Rs. ………….

*( please strike out whichever is not applicable)

Note :- 1 An amount of Rs. 1736282.99 towards dismentling of existing bridge credit & Rs. 6547204.33 towards diversion road

dismentling credit shall be recovered from the respective RA bill of this work.

towards salvage value of dismentalled material likely to be available from dismentalling the existing structure irrespective

of the dismentalled quantity actuallly received on site.

Note :- 2 All works shall be carried out as public works department Handbook and other specification of Division or as directed.

Note :- 3 All the columns in schedule should be filled in ink or ballpen and the total of the entries in last column should be struck by

the contractor under his signature.

Note :- 4 Rate quated 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.

Note :- 5 The Contractor shall exhibit a board as per Government Circular No. BDG/ 3277/ 1657/ N Dated 26/1/1997 S (M.GUJ)

with detailed specification and details of work and amount involved at site without any payment as directed by the

Engineer-in-charge.

Note :- 6 All controlled concrete shall be produced in a fully automatic Concrete batching and mixing plant only.

Note :- 7 To be continued on additional sheet,if found necessary.

Signatur Deputy Executive Engineer -4 Deputy General Manager (P-4)

e of GSRDC GSRDC