MMGSY (Resurfacing) : 2026 - 2027 Resurfacing of Various Roads in Chikhli Taluka District Navsari Package No.8 [Total 2 Roads & Km.5.70] [1] Chari Mahyavanshi Mohalla Road. [2] Soldhara Pelad Naikiwad Joining Chikhli Khergam Road. Taluka : Chikhli. District : Navsari.

Name of work : MMGSY (Resurfacing) : 2026 -

Resurfacing of Various Roads in Chikhli Taluka District Navsari Package No.8 [Total

Roads & Km.5.70]

[1] Chari Mahyavanshi Mohalla Road.

[2] Soldhara Pelad Naikiwad Joining Chikhli Khergam 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 1.14 Hect. Clearing and Grubbing Road land including 34889.39 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 4108.00 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]

3 135.00 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 4150.00 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 11700.00 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.

6 459.00 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 2022.00 Cu.mt. Providing, laying, spreading and 732.55 Rupees Seven Cu.mt.

compacting graded stone aggregate to Wet

Mix Macadam specification including Fifty Five 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.

8 18498.00 Sq.mt. Providing and applying evenly Priming 98.10 Rupees Ninety Sq.mt.

Coat with Emulsion Asphalt at the rate of Eight 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

9 1848.50 M.Ton. Providing & laying 37.50 mm / 50 mm 3674.50 Rupees Three M.Ton.

thick Compacted Bituminous Macadam

with using RS1 Emulsion for tack coat at Seventy Four

2.50 Kg / 10 Sq.Mt. using stone aggregate and Paise Fifty

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.

10 499.40 M.Ton. Providing and laying Seal Coat with B.T. 4353.15 Rupees Four M.Ton.

aggregate as specified using aggregate at Thousand

the rate of 0.18 Cum. / 10 Sqm. and Fifty Three and

bitumen VG - 30 grade for mixing with Paise Fifteen

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.

11 18498.00 Sq.mt. Providing and laying Asphalt Painting on 46.07 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 24.00 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 Thousand Fifty

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,

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 Fifty Four Lakhs Twelve Thousand Five Hundred Thirty Six and Paise Thirty

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. 15412536.3 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