MMGSY (Resurfacing) : 2026 - 2027 Resurfacing of Various Roads in Chikhli Taluka District Navsari Package No.2 [Total 4 Roads & Km.7.00] [1] Tankal Saraiya Sanvalla Main Road to Dhodiyawad to Nogama Dhodiyawad Road. [2] Saraiya Gamtal to Nadi Falia Joining Main Road. [3] Bodwank Patel Falia Road [4] Bodwank Bhagat Falia Road. Taluka : Chikhli. District : Navsari.

Name of work : MMGSY (Resurfacing) : 2026 -

Resurfacing of Various Roads in Chikhli Taluka District Navsari Package No.2 [Total

Roads & Km.7.00]

[1] Tankal Saraiya Sanvalla Main Road to Dhodiyawad to Nogama Dhodiyawad Road.

[2] Saraiya Gamtal to Nadi Falia Joining Main Road.

[3] Bodwank Patel Falia Road

[4] Bodwank Bhagat Falia Road.

Taluka : Chikhli. District : Navsari.

Memorandum showing items of work to be carried out

Quantities Estimated Rates Total

estimated Amount

but may Item of work Unit according to

be more In words estimated

or less Rs. Ps. quantities

1 1.50 Hect. Clearing and Grubbing Road land including 34889.38 Rupees Thirty Hect.

uprooting rank vegetation, grass brushes,

shrubs, saplings and trees girth up to Eighty Nine and

300mm removal of stumps of trees cut Paise Thirty

earlier and disposal of unserviceable

materials By mechanical means in area of

All type of Jungle.

2 5077.00 Cu.mt. Earth work in cutting in all sorts of soil and 106.81 Rupees One Cu.mt.

soft murrum including conveying and Hundred Six

putting the stuff in spoil bank maintaining Eighty One Only

minimum distance of five meter between

top edge of cutting and top of spoil bank

Earth to be deposited in side shoulders.

[For Road side Gutter]

3 90.00 Rmt. Supplying fixing & joining reinforced 1968.38 Rupees One Rmt.

concret Heavy Duty Non Pressure Pipe Thousand Nine

carrying indian railway standard with Eight and Paise

collars for culverts carring heavy traffic as Thirty Eight

per Indian railway standard specification Only

including setting and joining the pipe in

cement mortar 1:2 watering or laying (to

level and slope) of I.S.class NP-3 600mm

4 1707.00 Cu.mt. Earthwork for Embankment for including 173.67 Rupees One Cu.mt.

breaking clods, dressing with all lead and Seventy Three

lift including watering rolling & and Paise Sixty

consolidation of subgrade in layers at Seven Only

O.M.C. to required dry density including

filling the depression which occurs during

the process using power roller 8T to 10T.

From Borrow area with all lead and lift.

5 12000.00 Sq.mt. Scarifying Gavelled macadam or Bitumen 41.74 Rupees Forty Sq.mt.

macadam surface 6 cm to 10 cm depth Seventy Four

including stacking useful materials on road Only

side and disposing of remaing stuff.

6 540.00 Cu.mt. Supplying, Stacking, Spreading & Rolling of 684.58 Rupees Six Cu.mt.

Hard Murrum on road side for hard side Hundred Eighty

shoulder of work as per specification Fifty Eight Only

including filling the mesure boxes of

standard size etc. complete.

7 608.00 Cu.mt. Construction of Granular Sub Base by 616.24 Rupees Six Cu.mt.

providing coarse graded machine crushed Hundred

B. T. material satisfying MOST Specification Paise Twenty

of Grading - I using 53 mm to 26.5 mm @ Four Only

35% (M.C. Metal), 26.5 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 with C.B.R. > 30% etc.

8 1050.00 Cu.mt. Providing, laying, spreading and 697.76 Rupees Six Cu.mt.

compacting graded stone aggregate to Wet

Seven and Paise

Mix Macadam specification including Seventy Six

premixing the Material with water at OMC Only

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.

9 7050.00 Sq.mt. Providing and applying evenly Priming 99.15 Rupees Ninety Sq.mt.

Coat with Emulsion Asphalt at the rate of Nine and Paise

7.50 Kg. / 10 Sq.mt. on road surface using

Emulsion SS-1 (Hincol Made) pressure

sprayer etc. complete including the cost of

10 1471.00 M.Ton. Providing, laying Bituminous Base Course 2651.70 Rupees Two M.Ton.

37.5 mm thick compacted in One layers Hundred Fifty

with tack coat of Emulsion RS-1 at the rate One and Paise

of 2.5 Kg / 10 Sq.mt. and using B.T. stone Seventy Only

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 1030.00 M.Ton. Providing & laying 25 mm thick Open 3789.08 Rupees Three M.Ton.

Graded (compacted) Bituminous Carpet

considering 0.66 Cu.mt. / 10 Sq.mt. stone Eighty Nine and

chips for one M.Ton as per specification, Paise Eight

using the asphalt at rate 33.60 Kg. / M.Ton Only

(i.e. 3.36% by weight of Total Mix) for

mixing and Emulsion RS-1 for tack coat at

rate 2.5 Kg. / 10 Sq.mt. including heating

and mixing the asphalt VG-30 grade and

stone aggregates by continuous batching of

hot / drum mix plant and transporting and

spreading the same by paver finisher and

consolidation with vibratory roller with

necessary equipments oil, kerosene, fire

wood, labour charges etc. complete with

contractor's own machineries and

equipment tools etc. complete in

accordance with the requirement of

12 530.00 M.Ton. Providing and laying Seal Coat with B.T. 4297.24 Rupees Four M.Ton.

aggregate as specified using aggregate at Thousand Two

the rate of 0.18 Cum. / 10 Sqm. and Seven and Paise

bitumen VG - 30 grade for mixing with Twenty Four

aggregate at the rate of 4.5% i.e. 45.00 Kg. / Only

M.T. of total mix including heating and

mixing in hot / drum mix plant and

transporting and spreading the same by

paver finisher and consolidation with

vibratory roller including necessary

firewood, oil, lubricants, labour charges

using contractor's own hot / drum mix

plant, machineries and equipment, tools

etc. complete in accordance with the

requirement of specification.

13 466.00 M.Ton. Providing & laying 37.50 mm thick 3644.23 Rupees Three M.Ton.

Compacted Bituminous Macadam with

using RS1 Emulsion for tack coat at 2.50 Four and Paise

Kg / 10 Sq.Mt. using stone aggregate as per Twenty Three

gradation and asphalt grade VG-30 at

% by weight of total mix hot laid process

with drum mix plant including

consolidation with vibrating roller

including operating plant and machinery

cost of asphalt, fuel, oil, lubricant and

labour charges etc. complete.

14 276.00 M.Ton. Providing & laying 25 mm thick SDBC using 4629.14 Rupees Four M.Ton.

B.T. stone chips as per MORTH gradation

and specification with asphalt VG-30 at the Twenty Nine

rate of 50.00 kg. / M.Tone of total wt. for and Paise

mix i.e. (5.00 % ) by weight of total mix of Fourteen Only

bitumen including mixing aggregates &

asphalt by continuous batching drum mix

plant & spreading the same by paver

finisher including rolling & consolidation

with 10 - 12 tonnes vibratory roller &

providing tools 7 plants, fire wood, oil,

kerosene, labour charges using

contractor's own machineries etc.

15 24405.00 Sq.mt. Providing and laying Asphalt Painting on 45.99 Rupees Forty Sq.mt.

B.T. Surface with bitumen V.G. 30 at rate of Five and Paise

5 Kg. / 10 Sq.mt. including spreading stone Only

dust on painting surface at the rate of

16 16.00 No. Providing and fixing ordinary Kilometer 704.33 Rupees Seven No.

Stone of precast C.C. 1:2:4 including Hundred Four

necessary reinforcement as per I.R.C. type Thirty Three

design in C.C. 1:4:8 including lettering and Only

painting etc. complete.

17 29.00 No. Providing and fixing Hectometer Stone as 356.50 Rupees Three No.

per I.R.C. type design including lettering Hundred Fifty

and painting etc. complete. (I) Fixing in C.C. Fifty Only

18 4.00 No. Informatory sings: Providing and erecting 3856.90 Rupees Three No.

informatory retro-refectories board as per

IRC-67 made of engineering grade sheeting Six and Paise

as per specification fixed over aluminium Ninety Only

sheeting two mm thick as logo board with

vertical support of M.S. angle and 35 mm x

35 mm x 5 mm and lateral clearance of

mm between logo and informatory board

and two mm thick M.S. plate as information

board with area exceeding 0.9 sqm fixed on

frame of an angle 35 x 35 x 5 mm and

supported on a mild steel angle iron post

75 mm x 75 mm x 6 mm : 2 Nos firmly fixed

to the ground by means of properly

designed foundation with M15 grade

cement concrete 45 cm x 45 cm x 60 cm

below ground level as per drawing

including painting and installation at site.

[B] Engineering Grade.

19 8.00 No. Logo Board: Providing and fixing MMGSY 5050.00 Rupees Five No.

Logo Board made out of 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 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) Engineer grade.

20 133.40 Cu.mt. Excavation for foundation up to 1.50 Mtr. 254.36 Rupees Two Cu.mt.

depth including sorting out and stacking of Hundred Fifty

useful material and disposing off the Thirty Six Only

excavated stuff as directed by Engineer in

charge with all lead and lift in (B) Dense or

21 252.00 Cu.mt. Excavation for foundation up to 1.50 Mtr. 198.92 Rupees One Cu.mt.

depth including sorting out and stacking of Hundred Ninety

Eight and Paise

useful material and disposing off the Ninety Two

excavated stuff as directed by Engineer in Only

charge with all lead and lift in (A) Loose or

22 40.70 Cu.mt. Providing & Filling in Foundation with 3304.02 Rupees Three Cu.mt.

Ordinary cement concrete M100 mix and Thousand

providing necessary vertical pin headers Four and Paise

including formwork, vibrating ramming Two Only

and curing complete.

23 60.20 Cu.mt. Providing & Filling in Foundation with 3674.07 Rupees Three Cu.mt.

ordinary cement concrete M 150 mix and Thousand Six

providing necessary vertical pin headers Seventy Four

including formwork vibrating ramming & and Paise Seven

curing complete. Only

24 15.00 Rmt. Supplying fixing & joining reinforced 3469.26 Rupees Three Rmt.

concret Heavy Duty Non Pressure Pipe Thousand Four

carrying indian railway standard with Nine and Paise

collars for culverts carring heavy traffic as Twenty Six

per Indian railway standard specification Only

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

25 4.40 Cu.mt. Construction of Granular Sub Base (For 623.28 Rupees Six Cu.mt.

Around the pipe of C.D.Works) by Hundred

providing coarse graded machine crushed and Paise

B. T. material satisfying MOST Specification Twenty Eight

of Grading - I using 53 mm to 26.5 mm @ Only

30% (M.C. Metal), 26.5 mm to 4.75 mm @

60% (M.C.Metal), 2.36 mm below @ 10%

(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 with C.B.R. > 30% etc.

26 20.00 No. Providing and fixing Guard Stone as per 350.80 Rupees Three No.

I.R.C. type design including white washing and Paise

etc. complete (I) Fixing in Earth Eighty Only

27 2.00 No. Providing and fixing 20cm. x 15cm x 2.5 279.69 Rupees Two No.

cm. thick Year Plate of marble stone set in Seventy Nine

and Paise Sixty

C.M. 1:4 including finishing and engraving

letters etc. complete

28 74.84 Sq.mt. White washing with lime on wall surface 12.73 Rupees Twelve Sq.mt.

(two coats) to give an even shade including and Paise

thoroughly booming the surface to remove Only

all dirt, dust, mortar drops and other

foreign matter.

29 57.10 Cu.mt. Providing & Filling in Foundation with 4044.11 Rupees Four Cu.mt.

Ordinary Cement Concrete M 200 mix and Thousand Forty

providing necessary vertical pin headers Eleven Only

including formwork vibrating ramming &

curing complete.

30 78.00 Sq.mt. Providing and Laying Filter Media 600mm 1279.96 Rupees One Sq.mt.

thick directed at the back of abutment, Hundred

returns and wing wall as per detailed and Paise

Ninety Six Only

specifications.

31 0.39 M.Ton. Providing and Fixing in position ISI mark 73858.69 Rupees Seventy M.Ton.

TMT Fe 500 bar for temperature Thousand Eight

reinforcement mass concrete piers / Hundred Fifty

abutments returns including cutting, Eight and Paise

Sixty Nine Only

bending, and tying complete as per detailed

32 78.00 No. Providing and laying Weep Hole in 87.07 Rupees Eighty No.

abutment and return wall by using P.V.C. Seven and Paise

pipes of 100 mm diameter including laying

in proper grade and jointing etc. complete

as per detailed specification.

33 367.50 Cu.mt. Providing and construction a Gabion 2999.70 Rupees Two Cu.mt.

Structure for retaining earth and Thousand Nine

protection work with segments of wire Nine and Paise

crates of size 2m x 1m x 1m each divided Seventy Only

into compartments by cross netting made

from 5.892 mm dia. Galvanized steel wire

at 32 kg per 10 sqm having minimum

tensile strength of 300 Mpa conforming to

IS:280 and galvanizing coating conforming

to IS:4826, woven into mesh itch double

twist, mesh size not exceeding 100 x

100mm, filled with boulders with least

dimension of 200mm, all loose ends to be

tied with 5.892mm dia, galvanized steel

wire and all segments are bonded with

25mm dia, TMT steel dowel bars including

cutting, bending, binding, placing, etc.

Rupees One Crore Ninety Nine Lakhs Seventy Three Thousand Four Hundred Seventy Eight and

Paise Fifty Six Only

Deputy Executive Engineer, Executive Engineer,

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

Chikhli. Navsari.

I / we am / are willing to carry out the work at ___________________________ % Above / Below percent

(Should be writing in figures & words) of the Estimated Rates mentioned above. Amount of my / our Tender

works out as under :

* Estimated Amount * Estimated Amount

Put to Tender Rs. 19973478.56 Put to Tender Rs.

Deduct ______ % Below Rs. _________ Add________ % Above Rs. _________

Net Rs. _________ Total Rs. _________

Note 1. All works shall be carried out as per Public Works Department Handbook and other specifications of the

Division or as directed.

Note 2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck

by the contractor under his signature.

Note 3. Rates quoted 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 4. To be continued on additional sheets, If found necessary.

Signature of the Contractor Signature of the Executive Engineer