MMGSY : Year 2025-26 (ET to BT) Construction of Undach Vaniya Faliya Luhar Faliya to NH Joining Main Road to Arogya Center Joining Road (VR-NP) km 0/0 to 0/2 Ta.Gandevi, Dist.Navsari

In figures

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.10 Hect 34889.38

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

cut earlier and disposal of unserviceable materials(D) By mechanical means in

area of thorny jungle.

2 Earth work in cutting in all coats of soil and soft murrum including conveying 369.00 Cum 106.81

and putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge of cutting and top of spoil bank.

3 Construction of Granular Sub Base by providing coarse graded machine 88.10 Cum 614.93

crushed B. T. material satisfying MOST Specification of Grading - I using

53mm to 26.50mm 35%, 26.50 mm to 4.75 mm @ 45% (M.C.Metal), 2.36 mm

below @ 20% (Stone Dust) 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.

4 Construction of Granular Sub Base by providing coarse graded machine 94.20 Cum 567.31

crushed B. T. material satisfying MOST Specification of Grading - II using

26.50 mm to 4.75 mm @ 75% (M.C.Metal), 2.36 mm below @ 25% (Stone

Dust) 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.

5 Providing and laying wet mix macadam base course as per MORTH 124.00 Cum 688.78

specification using machine crushed B.T. chips as per required gradation,

mixing with required optimum quantity of water, conveying the mix to site of

work, spreading in to grade and camber with paver/mechanical means and

consolidation each layer with vibratory roller to aschieve the desired density

including cost of material labour plant and equipment etc. complete.

6 Providing and applying hincol made or eqvivalent grade priming coat with 760.00 Sqm 99.12

emulsion (SS-1) at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating, and applying etc. complete.

7 Construction of side Shoulder with Approved Materials with all lead & lift 36.00 Cum 501.97

including spreding in required slope & consolidation etc. complete (Hard

Murrum) including filling the measure boxes of standared size etc. complete.

8 Earthwork for embankment including CBR > 5% breaking clods, dressing with 13.00 Cum 173.67

all lead and lift in each layer of 20 cm thickness including watering rolling and

consolidation of subgrade in layers at O.M.C to required dry density including

filling depression which occur during the process using power roller 80 to

9 Supplying fixing & joining reinforced concret heavy duty non pressure pipe 7.50 Rmt 2108.86

carrying indian railway standard with collars for culverts carring heavy traffic as

per Indian railway standard specification including setting and joining the pipe

in cement mortar 1:2 watering and laying (to level or slopes) of class NP3 of

600mm internal diameter

10 Providing, laying bituminous base course 37.5 mm thick compacted in One 57.00 M.T. 2720.18

layers with tack coat of asphalt Emulsion RS 1 at the rate of 2.5 kg/ 10 sqm for

WMM Surface 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,

equipment, tools and plants, oil, kerosene, fire wood, labour charges etc.

11 Providing laying & rolling of 25 mm thick Open graded Premix bituminous 40.00 M.T. 3855.84

carpet with B.T. aggregate as specified and using Emulsion RS 1 for tack coat

at the rate of 2.5 kg/10 sq.mt. and using bitumen for Mixing with aggregate

at the rate of 3.36 % i.e. 33.60 kg / M.T. of total mix including heating and

mixing in drum mix plant transporting and spreading the same with paver

finisher and consolidation with vibratory roller including necessary fire wood

oil , lubricant , labour charges etc. using contractor's own drum mix plant and

equipment ,tool etc .complete in accordance with the requirement of

specification.

12 Providing and laying seal coat with B.T. aggregate as specified using 22.00 M.T. 4362.93

aggregate at the rate of 0.18 Cu.mt./10 Sq. mt. 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 transporting and spreading

the same by paver finisher and consolidation with vibratory roller including

necessary fire wood , oil , lubricant , labour charges using contractor's own

drum mix plant, machineries and equipment tools etc. complete in accordance

with the requirement of specification .

13 Providing and Laying asphalt Painting on BT Surface with bitumen as per rate 760.00 Sqm 45.96

of 5 Kg/ 10 Sqmt with Bitumen including spreading stone dust on painting

surface at the rate of 0.03 cu.mt./10 sqmt.

14 Providing & Fixing ordinary K.M. stone of of precast C.C. 1:2:4 including 2.00 No 704.33

necessary reinforcement as per I.R.C. Type Design fixing in C.C.1:4:8

including Painting , lettering etc. Complete. (For OD road V.R.)

15 Providing & Fixing Hectometer stone as per I.R.C. type design including 1.00 No 356.50

painting, lettering etc. complete (i) Fixing in C.C.1:5:10

16 Informatory Signs :-Providing and fixing sing boards made out of 2mm 1.00 No 3856.90

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 Grade(VR)...

17 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium 1.00 No 4676.06

sheet; size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; 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 tec. complete under the supervision of

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

18 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 1.00 No 3439.81

2mm aluminium sheet; size 60cms. dimneter circle as per the design or IRC-67-

1977 pre treated with phospheting process & acid eteching; coated with one

coat of epoxy pritner and two coats of best quality epoxy paint; Reflectorised

with retro refiective sheeting as per latest MOST Specifications; 3.1m long

stand post and frame fabricated 75x75x6 mm as required; painted with best

quality epoxy Coatings in black and white bends. the details of' sytnbol for Each

board shall be as per the instruction of engineer in Charge. The fixing at site

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

excavation curing etc. Complete under the supervision of engineer charge.(A)

Engineer Grade( VR)...

19 Road marking with hot applied thermoplastic paints with reflectorising glass 7.00 No 367.72

beads on bitumin surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding of surface applied glass beds as

per IRC:35-2015. The finished surface to be level, uniform and free from

streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta.

The white color marking should provide liminance coefficinet on cemend road

shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux

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

performance criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the

Retro reflectivity should be two years.

20 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised 10.00 No 217.40

Pavement Markers made of polycarbonate and ABS moulded body and

reflective panels with micro prismatic lens capable of providing total internal

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

kgs. tested in accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO

III Dt 11.06. 1997. The height, width and length shall not exceed 20mm,

mm and 130 mm and with minimum reflective area of 13 Sqcm on each side

and the slope to the base shall be 35 +/- 5 degree. The strength of detachment

of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and

height not less than 30+/- 2 mm) from the body is to be a minimum value of

Kgf. Fixing will be by drilling holes on the road for the shanks to go inside,

without nails and using epoxy resin based adhesive as per manufacturers

recommendation and The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

21 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 1.00 No 5045.36

2mm aluminium sheet; size 90 x 60cms. 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 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)...

22 MMGSY Logo Board:- Providing and fixing MMGSY Logo Board made out of 1.00 No 5050.00

2mm aluminium sheet, as per the drawing & design. Pre treated with

phospheting process and acid etching coated with one coat of epoxy primer

and two coat of best quality epoxy paint, refloctrorized with retro reflective

sheeting as per the latest M.O.S.T. specification, 3.1 Mt. long stand post and

frame fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x

mm 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

x 60 cms for each leg, including excavation curing etc. complete under the

supervision of Engineer-In-Charge (A)Engineering grade.