MMGSY 2025-26, Construction of Various structure under Panchayat R&B division Navsari , Dis. Navsari Package 3 - (Total 24 Work)

Name of Work:- 'Package 3 - MMGSY 2025-26, Construction of Various structure under Panchayat R&B

division Navsari , Dis. Navsari

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 Proving flood guage makrs on substrucure as per deisign 303.00 Rmt 156.53

including painting complete

2 Poviding masonry steps with cement pointing on 666.00 Steps 229.91

approaches as directed

3 Providing and laying filter media 600 mm. thick as 4475.78 Sqm 1274.07

directed at the back of abutments returns and wing walls

as per detailed specifications

4 Providing and filling sand behind abutments and 7851.81 Cum 552.22

between returns in layers as directed

5 Excavation for foundaion in hard murrum and boulders 2535.00 Cum 613.09

and very stiff or sticky clays and oher similar strata

including sorting and strutting and dewatering as

necessary and diposing of excavated stuff as directed.

6 Excavation in large boulders and soft rock by welding 9644.00 Cum 718.70

including sorting strutting and dewatering as necessary

and disposing off the excavated stuff as directed.

7 Excavation in hard rock by dry wet blasting and 2529.00 Cum 1677.63

chiselling including dewatering preparing foundation

base by proper benching and stepping and dispossing of

the excavated stuff as directed. (B) Blasting prohibited

8 Providing & filling in foundation with ordinary cement 897.00 Cum 3671.67

concrete M 15 mix and providing necessary vertical pin

headers including formwork vibrating ramming & curing

9 Diversion of water course/providing cofferdam and bund 44.00 Each 44761.36

or island as may be necessary for foundation the same

for the period as may be necessary (B) Diversion by

cofferdam/sland

10 Providing and fixing steel dowel bar of Fe 550D grade 3537.00 Rmt 587.21

32 mm dia for anchoring by drilling holes in foundation

strata including, necessary bending hooking of dowel

bars and grouting the holes complete as per detailed

dawing and as directed

11 Providing & casting in situ Design mix concrete M 30 5237.00 Cum 4785.71

for R.C.C. footing for Pier, Abutment and Return Wall

Footing Pad for including necessary shuttering laying

vibrating ramming and curing complete.

12 Providing & filling trenches of excavation in rocky 2681.29 Cum 3606.92

strata with NMC M15 .

13 Providing and placing in position Reinforcement 1087.67 MT 73838.88

GradeFe-550D for R. C.C. footing for Pier, Abutment &

Rreturn Wall including curing bending hooking and

tying compete as per detailed drawing. (A) Abutment

cap and dirt wall (B) Pier cap ,R.C.C Pier, Abutment,

Return Wall (C) Side Wall

14 Providing and laying weep hole in abutment and return 3796.00 Nos. 86.86

by using A.C. pipes of 100 mm. Diameter including

laying in proper grade and joining etc. comp. As per

detailed specifications.

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

15 Providing and casting in situ controlled cement M-30 for 3035.90 Cum 5391.91

R.C.C. work in Abutment, Piers & Return wall as per

drawing including centering shuttiring scaffolding where

necessary laying vibrating curing and finishing

complete.(A) Height from 0.0 M to 5.0 M

16 Providing and casting in situ controlled cement M-30 for 358.56 Cum 5718.43

R.C.C. work in Abutment, Piers & Return wall as per

drawing including centering shuttiring scaffolding where

necessary laying vibrating curing and finishing

complete.(A) (B) Height from 5.0 M to 10.0 M

17 Providing and casting in situ controlled cement concrete 1017.00 Cum 5457.15

M 30 Mix for R.C.C. works in pier cap abutment cap

and dirt wall including controlled cement concrete M

bed rock or pedestals of required drawings, centering

shuttering, scaffolding wherever necessary laying

vibrating curing and finishing complete.

18 Providing & Fixing in position tar paper bearing as per 27.00 Job 11409.26

detailed design and drawings and specification etc.

19 Providing and fixing in position FE 550D steel dowel 223.00 Nos. 455.63

bars in pier caps or abutments caps for anchorage in

fixed end as per deailed drawing in cluding cutting

bending and welding complete.

20 Providing and fixing in position FE 550D steel dowel 223.00 Nos. 533.60

bars in pier caps For anchorage in free end as per

deailed drawing in cluding cutting bending and welding

21 Providing and casting in situ controlled cement 4272.21 Cum 5530.84

concrete M-30 for R.C.C. work in superstructure

including centering, ramming vibrating curing and

finishing complete.(A) Solid slab type of superstructure

22 Providing and placing in position FE 550D TMT 253.90 MT 73243.02

bar reinforcement including cutting, bending, hooking,

and tying complete as per detailed drawing.(A) Solid

slab type of superstructure

23 Providing and casting in situ controlled cement concrete 598.84 Cum 5626.89

M 40 for average 100 mm. thick wearing coat laid as

directed including tamping vibrating finishing curing

and filling in joints with bitumen complete.

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

24 (Provision of an Reinforced cement concrete crash 1128.00 Rmt 1554.85

barrier at the edges of the road, approaches to bridge

structures and medians, constructed with M-40 grade

concrete with FE550D (HYSD) reinforcement

conforming to IRC:21 and dowel bars 25 mm dia,

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

4 June 1994 as per dimensions in the approved drawing

and at locations directed by the Engineer, all as

25 Providing PVC. 100 mm. diameter water spouts 386.00 Each 159.37

including necessary iron gratings as per drawings.

26 Providing and fixing marble slab including engraving 38.00 Each 1012.65

and painting complete. (A) size 75 cm x 60 cm x 4 cm

27 Providing and casting in situ controlled cement concrete 436.62 Cum 5281.41

M 30 for approch slab including form work curing and

finishing complete.

28 Providing and fixing in position steel bar reinforcement 223.06 MT 73217.08

of steel grade T.M.T FE-550D including cutting

,bending, hooking, tying, welding etc, complete as per

detailed drawing and specification (A) R.C.C. Crash

Barrier (B) R.C.C Approach slab (C) Wearing coat

29 Providing Pre-moulded asphalt filler joints as per 484.00 Sqm 703.53

drawings.(A) 12mm

30 Finishing wall with weather proof exterior emulsion 1440.00 Sqm 117.41

paint on wall surface (two coats) to give an required

shape even shade after thoroughly brushing the surface

to remove all dirt, and remains of loose powdered

materials.etc complete

31 Dismentaling the existing structure including removing 3342.50 Cum 932.66

and stacking the dismentelled materials as and where

directed. (A) R.C.C. work

32 Providing fusion bonded Epoxy coating not less than 606.24 MT 10162.62

175 micron thickness and up to 300 micron to

reinforcement bars as per IS13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (A)

10mm to 16mm dia bar

33 Providing fusion bonded Epoxy coating not less than 911.11 MT 7296.24

175 micron thickness and up to 300 micron to

reinforcement bars as per IS13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (B)

20mm to 32 mm dia bar

34 Earth work for embankment in cluding breaking clods 34278.25 Cum 173.67

dressing With all lead and lift and including watering,

rolling, and consolidation of subgrade in layers at

O.MC. To required dry density including filling the

depressing which occur during the proces using

vibrating roller 8.T. to 10 T (A) From borrow area

35 Clearing and grubbing road land including uprooting 16.58 Ha 28455.10

trunk vegetation, grass bushes, shrubs, saplings and tree

girth up to 300 mm, removal of stumps of trees cut

earlier and disposal of unserviceable materials and

stacking of serviceable materials to be used or auctioned

up to a lead of 1000 meters including removal and

disposal of top organic soil not exceeding 150 mm in

thickness. (C) by mechanical means in area of light

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

36 Construction of granular sub-base (GSB-V) 150 mm 2298.00 Cum 1256.08

thick layer by providing machine crushed B.T. material

satisfying MORT&H specification (Fifth revision) of

Grading V 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.

37 Providing & laying spreading and compacting stone 3211.00 Cum 1394.72

aggregate 53 mm to 22.4 mm size to W.B.M. 75 mm

thick in Three layers including spreading in uniform

thickness, hand packing, rolling with vibratory roller

to 10 tonnes to proper grade and camber, applying and

brooming requisite type of screening/ binding/ filler

materials to fill up the interstices of coarse aggregate,

watering and compacting to the required density.

Grading II using screening type A (13.2 mm stone

38 Providing and Laying priming coat with emulsion SS-1 23172.25 Sqm 61.31

grade and spraying emulsion with spray set fitted on

mechanical bouzer using emulsion at the rate of

kg/10 smt on WMM surface including cleaning the

surface etc. complete

39 Providing and laying bituminous base course 37.5 mm 1470.00 MT 2107.92

thick compacted with tack coat of Emulsion grade RS1

at the rate of 2.5 Kg./10Sqmt. and using B.T. stone

aggregates of required gradation and asphalt (VG-30)

grade for mixing @ 1.99 % by weight of total mix

including heating the aggregate and asphalt by drum mix

plant and spreading the same by paver finisher and

consolidation with vibratory roller including providing

all materials, equipments, tools and plants, oil, kerosene,

fire wood, labour charges etc. complete

40 Providing and laying 50.00 mm thick compacted B.M. 1494.70 MT 2716.85

in Single Layer with B.T. aggregate as per MORT&H

specification using Emulsion grade RS1 for tack coat at

2.5 Kg./10Sq.mt. with mechanical sprayer and bitumen

grade VG-30 for mixing at the rate 34.0 Kg/M.T. i.e.

3.4% of total mix including heating the aggregate and

asphalt by Drum mix plant and spreading the same by

finisher and consolidation with vibratory roller including

providing all materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc. complete

41 Providing and laying 25 mm thick compacted Semi 648.50 MT 3007.53

Dense Bituminuous Concrete using stone chips as per

MORT&H gradation & 60/70(VG-30) grade asphalt for

mixing @ 5.0% by weight of total mix for binder

including heating the aggregate and asphalt by Drum

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

42 Road marking with hot applied thermoplastic paints with 1063.58 Sqm 367.72

reflectorising glass beads on bitumin surface poviding

and laying a hot applied thermoplastic compound

mm thick including reflectrorising glass beads @250 gm

per sqm area, thickness of 2.5 mm in exluding 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 pattaline/center line/cut

patta.The white colour marking should provide

liminance coefficent on cement road shall be min

mcd/m^2/lux and Asphalt road shall be min

mcd/m^2/lux during the service life during the day time

.The marking should meet the performance criteria for

night time rreflectivity and skid resistance as mentioned

in section -15 of IRC 35-2015 , warranty for retro

reflectivity shall be two years.

43 Cat Eye / Road Stud / RPM: Supplying Raised 903.00 Nos. 217.41

Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with Micro

prismatic lens (No Glass bead lens) capable of providing

total internal reflectionof 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 Ð DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20 mm,

mm and 130 mm and with minimum reflective area of

13 Sqcm on each side and the slope to the base shall be

35 +/- 5 degree. The body of themarker 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 theIRC 35-2015

and as directed by Engineer-in-charge.

44 Direction sign (Junction board):-Providing and fixing 14.00 Nos. 14831.71

sing boards made out of 2mm aluminium sheet; size

x 122cms. rectangle as as per the 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

refiective sheeting as per latest M.O.S.T. Specifications;

Letters and numerals should be as per IRC-30-1968,

3.1m long (2 nos) stand post and frame fabricated from

suitable size ironangle of 50 x 50 x 5mm 75x75x6mm as

required; painted with best quality epoxy coatings in

black and white bends. the details of symbol or

inscription / numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45 x 45 x 60cms. for each

leg. including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

45 Cautionary Warning Sign :-Providing and fixing sing 84.00 Nos. 3808.66

boards made out of 2mm aluminium sheet; size 90 x

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 .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 estquality 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.(A) ngineer Grade(VR)

46 Informatory Signs :-Providing and fixing sing boards 29.00 Nos. 3856.90

made out of 2mm aluminium sheet; size 80 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) Engineer

47 Hazard Marker Sign :-Providing and fixing sing boards 64.00 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)...

48 Providing and fixing hectometer as per I.R.C. type 48.00 Nos. 356.50

design including painting lettering etc. complete fixing

49 Providing and fixing guard stone as per I.R.C. type 223.00 Nos. 350.81

design including white washing etc. complete fixing in

50 Excavation for foundation up to 1.50 mt depth including 3744.00 Cum 254.36

sorting out and stacking of useful material and disposing

of the excavated stuff up to 50 mt. lead (B) Dense or

51 Providing & filling in foundation with ordinary cement 234.00 Cum 3674.07

concrete M 15 mix and providing necessary vertical pin

headers including formwork vibrating ramming & curing

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

52 Providing & laying rubble for Gabbion (each stone 3415.00 Cum 1067.08

weight not less than 40 Kg.) including packing & filling

in the interstices with quarry spalls.

53 Providing & Suppling of Mechanically Woven, Double 3164.00 Cum 1338.30

Twisted,Hexagonal wire mesh Zinc+ PVC Coated

Gabion boxes; Mesh opening Type : 10 x 12; Wire dia:

2.7/3.7 mm; Selvedge wire dia: 3.4mm.

54 Providing, Supply and Installation of 200 GSM Non 2700.80 Sqm 45.45

Woven Geotextile Needle Punched. Polypropylene

Material Having Minimum Roll Size of 5 mtr x 100 mtr

Including all Labours & etc. Complete.

55 Providing and laying rubble pitching of 22.50 cm. thick 7841.80 Sqm 676.83

with filling the sand in the interstices & C.C. 1:3:6

panelling at 3.0 mt. C/C and 30 cms. x 30 cms. panel

wall as per the detailed drawing with necessary

excavation and providing water chute of C.C. 1:3:6 at

24.00 mt. C/C providing pointing on rubble pitching in

CM 1 : 3 etc. complete.

56 Providing Designing Supplying and Installation of 19425.00 Sqm 111.10

Extruded Bi-Axial Polypropylene 30 kn GeoGrid

Including all Labours & etc. Complete.

57 Providing Designing Supplying and Installation of 3332.00 Sqm 141.40

Extruded Bi-Axial Polypropylene 40 kn GeoGrid

Including all Labours & etc. Complete.

58 Supplying and fixing reinforced concrete heavy duty non- 517.00 Rmt 5560.01

pressure pipes with collars for culvert carrying heavy

traffic as per IS: 458-1991 spcifications including setting

the pipes in C:M 1:2 watering and laying (to leval or

slopes) of class NP3 of following internal Diameters

59 Providing and Csting in Situ Controlled Cement 38.00 Cum 5093.33

Concrete M-30 for Kerb including formwork curing and

finishing, complete

60 Providing Parapet of Controlled Cement Concrete M-30 222.00 Rmt 1805.30

as per detailed drawing with necessary Reinforcement

Including, Shuttering, laying vibrating and finishing to

line and level Complete (Cast in Situ)

61 Providing and erecting a 'W' type metal beam crash 223.00 Rmt 3161.32

barrier comprising of 3 mm thick corrugted sheet metal

beam rail. 70 cm above road/ground level. fixed on ismc

series channel verticle ost 150x75x5 mm spced 2 mt

centre to centre, 1.8 mt height , 1.1 mt below ground

/road level,all steel parts and fitments to be galvanised

by hot dip process , all fittings to confirm to I.S

and I.S 1364 , metal beam rail to be fixed on the verticle

post with a spacer of channel section 150 x75x5 mm

,330 mm long complete as per clause

62 Providing parapet of controlled cement concrete M-25 124.00 Rmt 1646.71

as per detailed detailed drawings with necessary

reainforcement including, shuttering, laying vibrating

and finishing to line and level complete. (ii) Cast in situ

63 Providing, laying and Spreading Granular subbase 1828.10 Cum 830.00

(Grade-I) by providing close graded B.T.M.C. material

in single layer with motor graderon prepared surface,

mixing by mix in place method with rotovator at OMC

and compacted withvibratory roller 80 to 110 KN static

weight to achieve desire density etc

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

64 Supplying and fixing reinforced concrete heavy duty non- 200.00 Rmt 4710.56

ressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying

(To level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (iv) 900 mm dia.

65 Providing laying and rolling 25 mm thick open graded 488.00 MT 2620.43

premixed bitumineous carpet with B.T. aggregate as

specified and using bitumen for mixing with agreegate at

the rate of 3.36%i.e 33.60 kg/M.T. of total mix

including heating and mixing in drum mix plant and

spreading the same with paver finisher and consolidation

with power roller including necessary firewood, oil,

lubricants, labour charges etc. using contractor's own

drum mix plant and equipment, tool etc. completed in

accordance with the requirement of specification.

66 Providing and laying seal coat with B.T aggregate as 261.00 MT 2960.53

specified using aggregate at the rate of 0.18 cum/10

Sqmt and bitumen grade VG-30 for mixing with

aggregate at the rate of 4.5 % i.e

45.00 Kg/M.T of total mix including heating and mixing

in drum mix plant and spreading the same by paver

finisher and consolidation with Power roller including

necessary fire wood oil, lubricans ,labour charges using

conractor's own drum mixplant, machineries and

equipment ,tools ( including flushing & screened stone

dust etc .complete in accordance with the

requirement of specification.

67 Earthwork for embankment including breaking clods, 7127.00 Cum 162.58

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the

depression which occur during the process using power

roller 8T to 10T.(C) From Borrow area within 1.0KM.

68 Providing and laying Compacted of Specified quarry 267.00 Cum 604.14

Spall in side shoulder including carraige of material and

spreading on prepared base including compacting as per

MOST Specification etc... complete.

69 Regulatory/Mandatory signs :Providing and fixing sing 36.00 Nos. 3439.81

boards made out 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

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

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

70 Diversion sing board :-Providing & Fixing sign boards 10.00 Nos. 6798.92

made out of 2mm aluminium sheet, size 180 x 60 cms.

rectangle as per the attached drawing pre treated with

phospheting process & acid etching. coated with one

coat of epoxy priemr and two coats of best quality epoxy

paint reflectorised with retro reflective sheeting as per

latest M.O.S.T. Specifications; Letters and numerals

should be as per IRC-30-1968,3.1m long (2nos) stand

post and frame fabricated from iron angle of

35x35x3mm, 50x50x5mm painted with best quality

epoxy coatings in blak and white bends. The fixing at

site shall be in

1:2:4 CC block of size 45 x 45x 60cms for each leg,

including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

71 Chevron sign:-Providing and fixing sign boards made 28.00 Nos. 3711.75

out of 1.5mm aluminium sheet/3mm ACP (Aluminum

composite Panel); size 60x50cm rectangular as per

design of IRC-67- 012. 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+B98 B77

report from third party test lab for the product

offered shall be submitted by contractor. (A)

Class-B Type-4 Retro Reflective sheeting

72 Around the Island/road direction sign board (Big) :- 8.00 Nos. 6798.92

Providing & Fixing sign boards made out of 2mm

aluminium sheet, size 180 x 60 cms rectanglel as per

the attached drawing pre treated with phospheting

process & acid etching. coated with one coat of epoxy

priemr and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest

M.O.S.T. 3.1m long (2nos) stand post and frame

fabricated from iron angle of 50x50x5mm, painted with

best quality epoxy coating the fixing at site shall be in

1:2:4 CC block of size 45 x 45x 60cms for each leg,

including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

73 Men at work (Heavy) sign :-Providing and fixing sing 8.00 Nos. 6141.20

boards made out of 2mm aluminium sheet; size 120 x

90cms. rectangle as as per the attached drawing. 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 refiective

sheeting as per latest M.O.S.T. Specifications; Letters

and numerals should be as per IRC-30-1968, 3.1m long

(2 nos) stand post and frame fabricated from suitable

size iron angle of 50 x 50 x 5mm painted with best

quality epoxy coatings in black and white bends. the

details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in

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

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

curing etc. complete under the supervision of engineer in

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

74 Danger Plate Sign :-Providing & fixing sign board made 8.00 Nos. 516.22

out of 2mm aluminium sheet, size 30cms diameter

circle, pretreated with phospheting process and acid

etching, painted with one coat of epoxy primer and two

coats of best quality epoxy paint reflectorised with retro

reflective sheeting as per latest M.O.S.T. specifications

(As per attached draiwng)(A) Engineer Grade(VR)...

75 Earthwork in cutting in all sorts of soil and soft murrum 259.00 Cum 130.94

including conveying and putting the stuff in spoil bank

maintaining minimum distance of five meter between

top edge and cutting and toe of spoil bank.

76 Providing and laying compacted WBM of Grading-I 258.00 Cum 1206.80

MCBT metal of size 63 mm to 45 mm in required layers

including using 16% stone screening 13.2 mm size and

8% stone dust as filler including spreading watering &

consolidation by vibratory roller etc. as per MoRTH

Specification compelete as directed by Engineer - in -

77 Providing and laying compacted WBM of Grading-II 506.00 Cum 1299.02

MCBT metal of size 53 to 22.4 mm in required layers

including using 24% stone screening 11.2 mm size and

8% stone dust as filler including spreading watering &

consolidation by vibratory roller etc. as per MoRTH

Specification compelete as directed by

Engineer - in - Charge.

78 Providing and laying Tack coat with Bitumen Emulsion 6681.00 Sqm 12.73

(RS-1) at the rate of 2.50 Kg / 10 Sq.M. on the prepare

bituminous surface etc complete as directed with all

labour and materials

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

79 Flexible Median Marker : Providing and Fixing of 128.00 Nos. 271.69

Flexible Median Marker that are made of tough, high

impact resistant, injection-molded, thermoplastic body

with property of flexibility to provide high durability.

The dimension of Flexible Median Marker should not

exceed 18.4 cm in height(including shank height),12.5

Cm in width. ,0.65 cm in thickness and shank depth

shall be 3.4 cm The body structure shall be rounded at

all its corners and edges. The plastic used for molding

the Flexible Median Marker should survive impact load

of 5kg continuously for 750 times at room temperature.

The logo of the manufacturer shall be embossed on

either side of the body in the injection molding process.

The Median Marker shall have flame like shaped body

with, fluorescent yellow color retro-reflective sheeting

of size not less than 90 Cm square, with fully reflective

micro prismatic cube corners as its retro-reflective

elements as per IRC 67 2012 and ASTM D4956-09

type XI specifications reflectivity values. The retro-

reflective sheeting shall be one or both sides of the

Flexible Median Marker and shall be edge protected

with no exposed edges which will prevent edge lifting,

vandalism, sheeting damage, etc. The Flexible Median

Marker shall be fixed by a combination of epoxy

adhesive and grouting as recommended by manufacturer

and Engineer in charge.

80 Citizen's information Board Providing and fixing of 5.00 Nos. 23754.19

typical information board as per instruction.Two MS

plates of 1.6 mm thick,of 900 mm x 750 mm size fixed

at top and bottom duly welded with MS angles of

x25 x 5 mm thick M.S. plate shall be welded by welded

bt two vertical M.S.flats & four horizontal M.S. flates

mm thick to 75 mm x 75 mm of 12 SWG square tubes

posts duly embedded in cement conctrete M-15 grade

block of 600 mm x 600 mm x 75 mm,below ground

level.Painting New letters & figure of any shade with

ready mixed synthetic enample paint of superior quality

in required shade and colour,All sections of framed

posts and steel tube will be painted with primer and two

coars of epoxy paints as per drawings clause 1701 and

Annexure 17001 (10.16)

81 Supply & fixing logo board of MMGSY and Vanbandhu 13.00 Nos. 4535.37

Kalyan Yojana diamond size (600mm x 600mm)

Gauge & board plate size (900mm x 250mm) 16 Gauge

thick M.S plate and 2.40 mt. deep length single angle

x 75 x 6 mm size including fitting and painting lettering

with luminous color as per drawing etc.

82 Supplying & Laying mechanically woven double twisted 1221.00 Cum 2355.60

hexagonal Zn+PVC coated box G.I wire mash gabion

1.0x1.0x1.0mt. filed with 15 to 40 kg trap rubble stone

(approximate up 1.65tone) with mesh size 10 x 12 cm

including packing, interlocking of stone sand fushing the

top of gabion sand tying to each other & laying to

required line, level slope with all lead sand lifts as

directed etc. complete.

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

83 Supplying & Laying mechanically woven double twisted 468.20 Cum 75.37

hexagonal Zn+PVC coated box G.I wire mash gabion

1.0x1.0x0.5mt. filed with 15 to 40 kg trap rubble stone

(approximate up 0.75tone) with mesh size 10 x 12 cm

including packing, interlocking of stone sand fushing the

top of gabion sand tying to each other & laying to

required line, level slope with all lead sand lifts as

directed etc. complete. (Considering Lead of 45 Km for

Rubble materials)

84 Providing and laying Non Woven Geo Fabric Filter over 913.00 Sqm 87.27

the excavated surface as per specification including

stitching with overlap to design profile as directed in

tidal range etc. complete.

85 Providing and filling in foundation with ordinary 78.00 Sqm 3304.03

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

86 Providing & casting in situ oridinary cement concrete M- 979.00 Cum 3882.44

150 Mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating and finishing

concrete without v-grooves

87 Providing parapet of ordinary cement concrete M-200 as 191.00 Rmt 1449.34

per detailed drawings with necessary reainforcement

including, shuttering, laying vibrating and finishing to

line and level complete.(ii) Cast in situ.

88 Carry out alignment survey work by total station 1.00 LS 25250.00

including marking of centre line of the bridge and

various other component structures, taking ground levels

and details of existing structures within 40 m from

centre line, providing and fixing necessary reference

pillars, establishing bench marks, establishing

foundation layout on ground, including submission

longitudinal section, cross section and report of survey

work in three copies with soft copy in CD to Engineer-in-

charge as directed.

89 Excavation for foundaion in sand, gravel, clay soft soils 2674.10 Cum 512.99

and murrum etc. including shoring strutting dewatering

as necessary and disposing of the excavated stuff as

directed.(A) Depth upto 3.0M & lead upto 100 m.

90 Providing and casting Levelling Coarse in situ Ordinary 64.00 Cum 3659.64

cement concrete M-15 for R.C.C. Raft and cut-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

91 Providing and fixing HYSD/TMTdowel bars of 260.00 Rmt 450.07

minimum 32 mm dia for 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.

92 Providing and Fixing in Position Mild steel Dowel Bars 18.00 Nos. 341.29

in Pier Caps or Abutment Caps for anchorage in fixed

end as per Detail drawing Cutting, bending and welding

complete as Directed.

93 Providing and Fixing in Position Mild steel Dowel Bars 18.00 Nos. 396.27

in Pier Caps or Abutment Caps for anchorage in free end

as per Detail drawing Cutting, bending and welding

complete as Directed.

94 Providing and laying TAR paper below solid slab 37.00 Sqm 60.60

95 Providing Pre-moulded asphalt filler joints as per 25.00 Sqm 768.72

drawings.(A) 20mm

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

96 Providing Crash Barrier of controlled cement concrete 22.00 Cum 5113.63

M40 as per detailed with necessary reinforcement

including shuttering laying vibrating and finishing to

line and level complete. (i) cast in situ.

97 Supplying and laying of Extruded Biaxial 1312.00 Sqm 197.96

Polypropylene Geogrid for base/sub-base reinforcement

of having minimum tensile strength 40kN/m in the

longitudinal and transverse direction and confirming to

MORTH specifications, 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

98 Earthwork in cutting including preparing the slope and 39.00 Cum 308.17

camber andstacking or utilising the cutting stuff in bank

as directed upto 200 Meters from the end of cutting with

all lead and lift.(ii) Soft rock not requiring blasting.

99 Earth work for embankment including breaking clods, 3149.00 Cum 156.33

dressing with all lead and lift and including watering,

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density, including filling the

depressing, which occurs during the process using power

roller of 8 tonne to 10 tonne all as per specification.

100 Providing, laying, spreading and compacting graded 1055.00 Cum 756.24

stone aggregate to Wet Mix Macadam (WMM)

specification including premixing the material with

water at OMC in mechanical mix plant carriage of

mixed material by tripper to site, laying in uniform

layers with paver in sub base / base course on well

prepared surface and compacting with vibratory roller to

achieve the desired density.

101 Providing and laying asphalt painting on B.T. surface 4144.30 Sqm 28.98

with bitumen VG-30 at rate of 5 Kg/10 sqmt. of bitumen

and spreading stone dust on painting surface at the rate

of 0.03 Cu.mt /10 Sqmt.

102 Supplying, stacking & spreading Hard murrum on road 451.00 Cum 550.43

side for hard side shoulder of work as per specification

including rolling & watering complete.

103 Providing and maintaining a diversion road suitable for 130.00 Rmt 8764.47

traffic during the construction period of the Bridge/CD

works, including necessary earthwork, 150 mm thick

GSB-II, 150 mm thick WMM, 37.5 mm thick BUSG,

head walls, NP3 Hume pipes of 1200 mm dia, and

diversion sign boards, all as per the instructions of the

Engineer-in-Charge, complete.

104 Excavation for foundation upto 1.5 m depth including 1033.40 Cum 450.03

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(D)

Soft rock not requiring Blasting

105 Providing and casting in situ ordinary cement concrete 420.50 Cum 3690.43

M-150 P.C.C for R.C.C. raft and cut off walls including

necessary shuttering laying, vibrating ramming and

curing complete..

106 Providing and casting in situ controlled cement concrete 649.50 Cum 5238.87

M-25 for P.C.C. return as per drawings including

centering shuttering, scaffolding where necessary,laying

vibrating, curing and finishing complete. retaining wall

107 Providing and casting in situ controlled cement concrete 393.30 Cum 4527.77

M.200 for R.C.C. raft and cutt off walls as per drawing

including necessary shuttering laying, vibrating,

ramming and curing complete.

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

108 Providing and casting in situ controlled cement concrete 236.30 Cum 5132.75

M-200 for R.C.C. return as per drawings including

centering shuttering, scaffolding where necessary, laying

vibrating, curing and finishing complete.(A) Height

from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC

Providing and casting in situ Controlled cement 323.80 Cum 5373.91

concrete M. 250 for R.C.C. solid slab including

centering scaffolding curing and finishing complete.

110 Providing and casting in situ Controlled cement 47.90 Cum 4890.93

concrete M 250 for kerb / kerb block including form

work curing and finishing etc complete.

111 Providing and casting in situ ordinary cement concrete 15.00 Cum 4280.98

M-20 forKerbs/Kerb blocks including formwork, curing

and finishing complete.

112 Providing and casting in situ controlled cement concrete 23.60 Cum 5172.31

M250 for approach slab including form work curing and

finishing complete.

113 Providing and casting in situ ordinary cement concrete 739.10 Cum 4252.20

M.200 mix and providing necessary pin headers

including shuttering, scaffolding, laying, vibrating and

finishing without "V" grooves height 0.0 mt. to 5.00 mt.

114 Providing and fixing in position Fe-550D (T.M.T) for 4.90 MT 82181.58

Retaining wall as per detailed drawing, including

cutting, bending, hooking, tying and welding complete

and including forming the cage and lowering it in

115 position. Pre - Moulded Bituminious Joint Filler. (iii)

Supplying 346.00 Sqm 802.87

116 Wall painting (two coats) with plastic emulsion paint of 1247.30 Sqm 67.70

approved brand and manufacture with on undecorated

wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth along

ceilings and sloping roofs.

117 Consructing of granular sub-base Gr-II by providing 281.10 Cum 731.47

course graded B.T. machine crushed material satisfying

MOST specification of grading II 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.

118 Supplying and fixing cat eye (Stimsonite) made out from 270.00 Nos. 375.72

Acrilo beautile sterine injuction high compressed

molding with reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with bituminous

adhesive 100g. with each unit for fixing. (High Intensity

119 Citizens information Board:Providing and fixing of 1.00 Nos. 4564.19

typical information board as per instruction.Two MS

plates of 1.6m thick, of 900mm x 750mm size fixed at

top & bottom duly welded with MS angles pf 25 x 25 x

5mm thick M.S plate shall be welded by two vertical

M.S flates 5 mm thick to 75 mm x 75 mm of 12 SWG

square tubes posts duly embedded in cement concrete

M-15 grage blocks of 600mm x 600mm x 750mm,

below ground level.Painting new letters & figure of any

shade with ready mixed synthetic enample paint of

superior quality in required shade and colour, All

sections of framed posts and steel tube will be painted

with primer and two coats of epoxy paints as per

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

120 Providing and fixing 'W' metal double beam crash 182.00 Rmt 4581.34

barrier comprising of 3 mm thick corrugated 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

121 Providing and casting in situ controlled cement concrete 90.10 Cum 5397.44

M-30 for R.C.C. box, Approach slab & Retaining Wing

wall as per drawings including centering huttering,

scaffolding where necessary, laying vibrating, curing

and finishing complete.

122 Reinforced Cement Concrete Crash Barrier (Provision of 28.00 Rmt 6733.87

an Reinforced cement concrete crash barrier at the edges

of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with Fe-

550D TMT 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 specified).

123 Providing and filling Grannular material of C=0Kg/Sq. 322.60 Cum 568.65

∅>30 of layer of 900mm thickness in Layers including

ramming and watering complete.

124 Supplying and fixing reinforced concrete heavy duty non- 37.50 Rmt 6621.26

pressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying

(To level of slopes of I.S. 458 I 1971 Class NP4 casted

by vertically vibrated technology of following internal

diameter. 1200mm dia.

125 Filling available excavated earth/wethered rock in 708.60 Cum 133.65

trenches,sides of foundations etc. in layers not exceeding

20 cm in depth consolidating each disposited layer by

ramming and watering.

126 Close Graded Premix Surfacing/Mixed Seal Surfacing 9.00 MT 3001.72

(Mechanical means using HMP of appropriate capacity

not less than 75 tonnes/hour. Providing, laying and

rolling of close-graded premix surfacing material of

mm thickness composed of 11.2 mm to 0.09 mm (Type-

a) aggregates using penetration grade bitumen to the

required line, grade and level to serve as wearing course

on a previously prepared base, including mixing in a

suitable plant, laying and rolling with a Smooth wheeled

roller 8-10 tonne capacity, and finishing to required

level and grade. )

127 Supplying and fixing reinforced concrete heavy duty 23.00 Rmt 4491.62

nonpressure pipes with collars for culverts including

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (v) 1000 mm dia.

128 Providing & casting in situ Design mix concrete M 30 321.42 Cum 4580.64

for R. C.C. Bottom Slab, Return Wall Footing, Key etc.

including necessary shuttering laying vibrating ramming

and curing complete.

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

129 Providing and casting in situ controlled cement M-30 for 312.91 Cum 5185.62

R.C.C. work in Outer Wall, Inner Wall, Return Wall as

per drawing including centering shuttiring scaffolding

where necessary laying vibrating curing and finishing

130 Providing and casting in situ controlled cement 155.40 Cum 5321.04

concrete M-30 for R.C.C. work in Top Slab including

centering, ramming vibrating curing and finishing

131 Providing and laying rubble for apron (each stone 51.57 cmt 1067.08

weight not less than 40 kg.) including packing and

filling in the interstices with quarry spalls.

132 Providing Designing Supplying and Installation of 1719.90 Sqm 141.40

Extruded Bi-Axial Polypropylene 40 kn GeoGrid

Including all Labours & etc. Complete.

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

133 Providing and applying one coat Epoxy Phenolic primer 1134.91 Sqm 177.76

of DFT 50 micron and two coats of Epoxy Phenolic

coating of DFT 100 microns each or any other

equivalent epoxy coating system to all concrete surfaces

exposed to atmosphere in substructure including cost of

material, labour, transportation, scaffolding and

preparing the surfaces by cleaning, washing, brushing,

sand / grit blasting etc. complete and as directed by

Engineer and as per specification. (Paint shall be got

approved from Engineer and tested from approved

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

*Estimated amount *Estimated amount

Put to tender (Rs.) Rs…341835883.85484 Put to tender (Rs.) Rs.341835883.85484

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

Net Rs. ………………… Total Rs. ………….…

*( please strike out whichever is not applicable)

Note :- 1 An Amount shall be recovered from the 1st RA Bill of this work -7371930.883/- Rupees

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

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.

Signature Deputy Executive Engineer, Deputy Executive Engineer, Deputy Executive Engineer,

of Bidder Panchayat (R&B) Sub Division, Panchayat (R&B) Sub Division, Panchayat (R&B) Sub Division,

Vansda Gandevi Chikhli

Executive Engineer,

Panchayat (R&B) Division,