MMGSY (Resurfacing) : 2026 - 2027 Resurfacing of Various Roads in Chikhli Taluka District Navsari Package No.16 [Total 2 Roads & Km.5.80] [1] Rumla Mograwadi Road. [2] Rumla Kumbharwad to Gholar Thoratpada Joining 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 quantities

1 1.16 Hect. Clearing and Grubbing Road land including 34889.38 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 3365.00 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

3 110.00 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

culverts carring heavy traffic as per Indian Paise Thirty

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 1891.00 Cu.mt. Earthwork for Embankment for including 173.67 Rupees One Cu.mt.

breaking clods, dressing with all lead and lift Hundred

including watering rolling & consolidation of and Paise Sixty

subgrade in layers at O.M.C. to required dry Seven Only

density including filling the depression which

occurs during the process using power roller

8T to 10T. From Borrow area with all lead

5 348.00 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.

6 310.00 Cu.mt. Construction of Granular Sub Base by 657.62 Rupees Six Cu.mt.

providing coarse graded machine crushed B.

T. material satisfying MOST Specification of Paise Sixty

Grading - I using 53 mm to 26.5 mm @ 35% Two Only

(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. complete.

7 280.00 Cu.mt. Providing, laying, spreading and compacting 730.07 Rupees Seven Cu.mt.

graded stone aggregate to Wet Mix Macadam

specification including premixing the Paise Seven

Material with water at OMC in mechanical 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 2500.00 Sq.mt. Providing and applying evenly Priming Coat 99.14 Rupees Ninety Sq.mt.

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

/ 10 Sq.mt. on road surface using Emulsion

SS-1 (Hincol Made) pressure sprayer etc.

complete including the cost of Asphalt.

9 975.50 M.Ton. Providing, laying Bituminous Base Course 2721.17 Rupees Two M.Ton.

37.5 mm thick compacted in One layers with

tack coat of Emulsion RS-1 at the rate of 2.5 Hundred

Kg / 10 Sq.mt. and using B.T. stone Twenty One

aggregates of required gradation and asphalt and Paise

(VG-30) grade for mixing @ 1.99 % by weight Only

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.

10 453.80 M.Ton. Providing & laying 37.50 mm thick 3696.38 Rupees Three M.Ton.

Compacted Bituminous Macadam with using

RS1 Emulsion for tack coat at 2.50 Kg / 10 Ninety Six and

Sq.Mt. using stone aggregate as per gradation Paise Thirty

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.

11 551.30 M.Ton. Providing & laying 25 mm thick Open Graded 3861.55 Rupees Three M.Ton.

(compacted) Bituminous Carpet considering 0.66 Thousand

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

specification, using the asphalt at rate 33.60 Kg. /

Paise Fifty Five

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.

12 729.00 M.Ton. Providing and laying Seal Coat with B.T. aggregate 4356.56 Rupees Four M.Ton.

as specified using aggregate at the rate of 0.18 Thousand

Cum. / 10 Sqm. and bitumen VG - 30 grade for

mixing with aggregate at the rate of 4.5% i.e. 45.00 Six and Paise

Kg. / M.T. of total mix including heating and Fifty Six Only

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 27000.00 Sq.mt. Providing and laying Asphalt Painting on B.T. 46.10 Rupees Forty Sq.mt.

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

10 Sq.mt. including spreading stone dust on

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

14 7.00 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.

15 24.00 No. Providing and fixing Hectometer Stone as per 356.50 Rupees Three No.

I.R.C. type design including lettering and

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

16 2.00 No. Informatory sings: Providing and erecting 3856.90 Rupees Three No.

informatory retro-reflectorised board as per IRC- Thousand

67 made of engineering grade sheeting as per

specification fixed over aluminium sheeting two Paise Ninety

mm thick as logo board with vertical support of Only

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.

17 2.00 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

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 Twenty Seven Lakhs Fifty One Thousand Nine Hundred Eight and Paise Nineteen

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. 12751908.19 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

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