MMGSY (Resurfacing) : 2026 - 2027 Resurfacing of Various Roads in Chikhli & Khergam Taluka District Navsari Package No.10 [Total 2 Roads & Km.4.70] [1] Amadhara Samal Falia Road. [2] Aachhavani Jamanpada Road to Aachhavani Nichli Bez Zari Falia Road. Taluka : Chikhli & Khergam. District : Navsari.

Name of work : MMGSY (Resurfacing) : 2026 -

Resurfacing of Various Roads in Chikhli & Khergam Taluka District Navsari Package

No.10 [Total 2 Roads & Km.4.70]

[1] Amadhara Samal Falia Road.

[2] Aachhavani Jamanpada Road to Aachhavani Nichli Bez Zari Falia Road.

Taluka : Chikhli & Khergam. 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 0.94 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 2478.00 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]

3 105.00 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 2700.00 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.

5 330.00 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.

6 238.00 Cu.mt. Providing, laying, spreading and 758.07 Rupees Seven Cu.mt.

compacting graded stone aggregate to Wet

Eight and Paise

Mix Macadam specification including Seven Only

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.

7 1455.00 Sq.mt. Providing and applying evenly Priming 98.36 Rupees Ninety Sq.mt.

Coat with Emulsion Asphalt at the rate of Eight and Paise

Thirty Six Only

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

Emulsion SS-1 (Hincol Made) pressure

sprayer etc. complete including the cost of

8 808.00 M.Ton. Providing, laying Bituminous Base Course 2725.06 Rupees Two M.Ton.

37.5 mm thick compacted in One layers Seven Hundred

with tack coat of Emulsion RS-1 at the rate Twenty Five

of 2.5 Kg / 10 Sq.mt. and using B.T. stone and Paise Six

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.

9 1396.90 M.Ton. Providing & laying 37.50 mm / 50 mm 3699.58 Rupees Three M.Ton.

thick Compacted Bituminous Macadam

with using RS1 Emulsion for tack coat at Nine and Paise

2.50 Kg / 10 Sq.Mt. using stone aggregate Fifty Eight Only

as per gradation and asphalt grade VG-30

at 3.40 % 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.

10 413.70 M.Ton. Providing and laying Seal Coat with B.T. 4368.26 Rupees Four M.Ton.

aggregate as specified using aggregate at Thousand

the rate of 0.18 Cum. / 10 Sqm. and Sixty Eight and

bitumen VG - 30 grade for mixing with Paise Twenty

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

11 15324.00 Sq.mt. Providing and laying Asphalt Painting on 46.13 Rupees Forty Sq.mt.

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

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

dust on painting surface at the rate of

12 6.00 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.

13 20.00 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

14 2.00 No. Informatory sings: Providing and erecting 3856.90 Rupees Three No.

informatory retro-reflectorised board as

per IRC-67 made of engineering grade Six and Paise

sheeting as per specification fixed over Ninety Only

aluminium 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 100 mm between logo and

iformatory 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.

15 2.00 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.

16 103.00 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

17 15.40 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.

18 159.30 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.

19 126.00 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.

20 0.88 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

21 126.00 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.

22 108.00 Cu.mt. Earthwork for Embankment for including 156.33 Rupees One Cu.mt.

breaking clods, dressing with all lead and Hundred Fifty

lift including watering rolling & Thirty Three

consolidation of subgrade in layers at Only

O.M.C. to required dry density including

filling the in depression which occurs

during the process using vibratory roller

80 to 100 KN (E) From Borrow area within

3.00 Km Lead Having C.B.R. More than

Rupees One Crore Twenty Four Lakhs Ten Thousand Nine Hundred Forty Five and Paise Fifty

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. 12410945.58 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