MMGSY (Resurfacing) : 2026 - 2027 Resurfacing of Various Roads in Chikhli Taluka District Navsari Package No.4 [Total 3 Roads & Km.6.50] [1] Ranverikalla Main Road to Ambamata Mandir to Rajputvas to Joining Kangvai Kharoli Road. [2] Ranverikalla Ganesh Falia to Shikotermata Falia Road. [3] Kukeri Village Main Road to Dairy Seva Sahkari Mandali to Bhavani Mandir to Joining Main Road. Taluka : Chikhli. District : Navsari.

Name of work : MMGSY (Resurfacing) : 2026 -

Resurfacing of Various Roads in Chikhli Taluka District Navsari Package No.4 [Total

Roads & Km.6.50]

[1] Ranverikalla Main Road to Ambamata Mandir to Rajputvas to Joining Kangvai Kharoli

[2] Ranverikalla Ganesh Falia to Shikotermata Falia Road.

[3] Kukeri Village Main Road to Dairy Seva Sahkari Mandali to Bhavani Mandir to Joining Main

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 1.55 Hect. Clearing and Grubbing Road land including 34889.39 Rupees Thirty Hect.

uprooting rank vegetation, grass brushes,

shrubs, saplings and trees girth up to 300mm Eighty Nine

removal of stumps of trees cut earlier and and Paise

disposal of unserviceable materials By

mechanical means in area of All type of

2 3297.00 Cu.mt. Earth work in cutting in all sorts of soil and 106.81 Rupees One Cu.mt.

soft murrum including conveying and putting Hundred Six

the stuff in spoil bank maintaining minimum Eighty One

distance of five meter between top edge of Only

cutting and top of spoil bank Earth to be

deposited in side shoulders. [For Road side

3 105.00 Rmt. Supplying fixing & joining reinforced concret 1968.38 Rupees One Rmt.

Heavy Duty Non Pressure Pipe carrying Hundred Sixty

indian railway standard with collars for Eight and Paise

culverts carring heavy traffic as per Indian Thirty Eight

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 600mm dia internal

4 13800.00 Sq.mt. Scarifying Gavelled macadam or Bitumen 41.74 Rupees Forty Sq.mt.

macadam surface 6 cm to 10 cm depth One and Paise

including stacking useful materials on road Only

side and disposing of remaing stuff.

5 519.00 Cu.mt. Supplying, Stacking, Spreading & Rolling of 684.58 Rupees Six Cu.mt.

Hard Murrum on road side for hard side Hundred

shoulder of work as per specification and Paise Fifty

including filling the mesure boxes of Eight Only

standard size etc. complete.

6 1431.00 Cu.mt. Construction of Granular Sub Base by providing 624.29 Rupees Six Cu.mt.

coarse graded machine crushed B. T. material Hundred

satisfying MOST Specification of Grading - I using Twenty Four

53 mm to 26.5 mm @ 35% (M.C. Metal), 26.5 mm and Paise

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. complete.

7 3004.00 Cu.mt. Providing, laying, spreading and compacting 691.53 Rupees Six Cu.mt.

graded stone aggregate to Wet Mix Macadam Hundred

specification including premixing the Paise Fifty

Material with water at OMC in mechanical Three Only

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

8 23025.00 Sq.mt. Providing and applying evenly Priming Coat 99.15 Rupees Ninety Sq.mt.

with Emulsion Asphalt at the rate of 7.50 Kg. Fifteen Only

/ 10 Sq.mt. on road surface using Emulsion

SS-1 (Hincol Made) pressure sprayer etc.

complete including the cost of Asphalt.

9 1727.80 M.Ton. Providing, laying Bituminous Base Course 2651.70 Rupees Two M.Ton.

37.5 mm thick compacted in One layers with Thousand Six

tack coat of Emulsion RS-1 at the rate of 2.5 One and Paise

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.

10 1209.60 M.Ton. Providing & laying 25 mm thick Open Graded 3789.08 Rupees Three M.Ton.

(compacted) Bituminous Carpet considering 0.66 Thousand

Cu.mt. / 10 Sq.mt. stone chips for one M.Ton as Seven Hundred

per specification, using the asphalt at rate

and Paise Eight

Kg. / M.Ton (i.e. 3.36% by weight of Total Mix) for Only

mixing and Emulsion RS-1 for tack coat at rate

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 specification.

11 622.60 M.Ton. Providing and laying Seal Coat with B.T. 4297.24 Rupees Four M.Ton.

aggregate as specified using aggregate at the

rate of 0.18 Cum. / 10 Sqm. and bitumen VG - Ninety Seven

30 grade for mixing with aggregate at the and Paise

rate of 4.5% i.e. 45.00 Kg. / M.T. of total mix Twenty Four

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.

12 23025.00 Sq.mt. Providing and laying Asphalt Painting on B.T. 45.99 Rupees Forty Sq.mt.

Surface with bitumen V.G. 30 at rate of 5 Kg. Five and Paise

/ 10 Sq.mt. including spreading stone dust on Only

painting surface at the rate of 0.03 Cu.mt. /

13 14.00 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.

14 27.00 No. Providing and fixing Hectometer Stone as per 356.50 Rupees Three No.

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

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

15 3.00 No. Informatory sings: Providing and erecting 3856.90 Rupees Three No.

informatory retro-reflectorised board as per IRC- Thousand Eight

67 made of engineering grade sheeting as per Hundred Fifty

specification fixed over 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.

16 6.00 No. Logo Board: Providing and fixing MMGSY Logo 5050.00 Rupees Five No.

Board made out of 2mm aluminium sheet, as per Thousand Fifty

the drawing & design. Pre treated with Only

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

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.

Rupees One Crore Ninety Seven Lakhs Fifty Eight Thousand Four Hundred Eighty 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. 19758480.52 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