MMGSY : Year 2025-26 (ET to BT) (Resurfacing) Construction of Ambheta main Road to Ashramshala Joining Road (VR-NP) Ta.Gandevi, Dist.Navsari (km 0.3)

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 and putting the 376.00 Cum 106.81

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 crushed B. T. 90.30 Cum 558.21

material satisfying MOST Specification of Grading - I using 53mm to 26.50mm 35%,

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. complete.

4 Construction of Granular Sub Base by providing coarse graded machine crushed B. T. 108.60 Cum 510.60

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 specification using 127.00 Cum 628.32

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 emulsion (SS-1) 779.00 Sqm 99.14

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 including spreding 557.00 Cum 507.02

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 all lead and 953.00 Cum 173.67

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

9 Supplying fixing & joining reinforced concret heavy duty non pressure pipe carrying indian 20.00 Rmt 2108.86

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 layers with tack 59.00 M.T. 2720.73

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. complete.

11 Providing laying & rolling of 25 mm thick Open graded Premix bituminous carpet with B.T. 41.00 M.T. 3856.74

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 aggregate at the 34.00 M.T. 4363.99

rate of 0.24 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 of 5 Kg/ 10 779.00 Sqm 45.83

Sqmt with Bitumen including spreading stone dust on painting surface at the rate of

cu.mt./10 sqmt.

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

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 painting, 1.00 No 356.50

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

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

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

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 sheet; size 90 x 1.00 No 4676.06

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 2mm aluminium 1.00 No 3439.81

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 beads on 12.00 No 367.72

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 Pavement Markers 18.00 No 217.40

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

Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06.

1997. The height, width and length shall not exceed 20mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/-

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

inside, without nails and using epoxy resin based adhesive as per 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 2mm 1.00 No 5045.36

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 2mm 1.00 No 5050.00

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 6 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 45 x 60 cms for each leg, including

excavation curing etc. complete under the supervision of Engineer-In-Charge (A)Engineering

23 Excavation for foundation upto 1.5m depth including sorting out and stacking of useful 36.90 Cum 198.92

material and disposing off the excavted stuff as directed by Engineer in charge with all lead

and lift in (A) Loose or Soft Soil

24 Providing and filling in foundation with ordinary cement concrete M-100 mix and providing 4.30 Cum 3304.02

necessary vertical pin headers including formwork, vibrating, ramming and curing completed.

25 Providing and casting in situ ordinary cement concrete M-150 mix and providing necessary 24.90 Cum 3882.07

vertical pin headers including shuttering, scafolding,laying, vibrating, curing and finishing

complete without V-groves.(A) Height from 0.0 M to 5.0 M..

26 Supplying fixing & joining reinforced concret heavy duty non pressure pipe carrying indian 7.50 Rmt 3271.56

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 or laying (to

level and slope )of I.S.class NP-3 900mm dia internal

27 Providing and fixing Guard stone as per I.R.C. type design including white washing etc. 16.00 No 100.44

complete (I) Fixing in Earth.

28 Providing and fixing Number plate of Marble plate stone of required size set in CM 1:4 1.00 No 306.14

including finishing & engeaving ;letters etc. complete.

29 White washing with lime on wall surface (two coats) to give an even shade including 36.78 Sqm 12.73

thoroughly booming the surface to remove all dirt, dust, mortar drops and other foreign

30 Providing and Laying in position FE 500D TMT bar reinforcement including cutting, bending, 0.05 M.T. 73904.14

hooking and tying complete as per detailed for the follwing. (A) Piers (B) Aburtments ©

R.C.C. Returns

31 Providing and laying weep hole in abutment and returning by using P.V.C. pipes of 100 mm 8.00 No 87.07

diameter including laying in proper grade and jointing etc. complete as per detailed

specification.

32 Providing and Laying filter media 600mm thick directed at the back of abutment,returns and 7.20 Sqm 1279.96

wing wall as per detailed specifications