MMGSY (Resurfacing) : 2026 - 2027 Resurfacing of Rankuwa Sudhawadi Harangam Road. Km.0/0 to 3/1 Taluka : Chikhli. District : Navsari.

Name of work : MMGSY (Resurfacing) : 2026 -

Resurfacing of Rankuwa Sudhawadi Harangam Road. Km.0/0 to 3/1

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 0.62 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

300mm removal of stumps of trees cut and Paise

earlier and disposal of unserviceable

materials By mechanical means in area of

All type of Jungle.

2 1078.00 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

minimum distance of five meter between Only

top edge of cutting and top of spoil bank

Earth to be deposited in side shoulders. [For

Road side Gutter]

3 60.00 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 dia

4 34.00 Cu.mt. Earthwork for Embankment for including 173.67 Rupees One Cu.mt.

breaking clods, dressing with all lead and lift Seventy Three

including watering rolling & consolidation and Paise Sixty

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

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.

5 186.00 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 63.00 Cu.mt. Construction of Granular Sub Base by 684.77 Rupees Six Cu.mt.

providing coarse graded machine crushed B.

T. material satisfying MOST Specification of and Paise

Grading - I using 53 mm to 26.5 mm @ 35% Seventy Seven

(M.C. Metal), 26.5 mm to 4.75 mm @ 45% Only

(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.

7 269.00 Cu.mt. Providing, laying, spreading and compacting 758.07 Rupees Seven Cu.mt.

graded stone aggregate to Wet Mix

Eight and Paise

Macadam specification including premixing Seven Only

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

8 5649.00 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 1589.40 M.Ton. Providing & laying 37.50 mm thick 3665.62 Rupees Three M.Ton.

Compacted Bituminous Macadam with

using RS1 Emulsion for tack coat at 2.50 Kg Five and Paise

/ 10 Sq.Mt. using stone aggregate as per Sixty Two Only

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.

10 390.10 M.Ton. Providing and laying Seal Coat with B.T. 4368.93 Rupees Four M.Ton.

aggregate as specified using aggregate at the

rate of 0.18 Cum. / 10 Sqm. and bitumen VG - Sixty Eight and

30 grade for mixing with aggregate at the Paise Ninety

rate of 4.5% i.e. 45.00 Kg. / M.T. of total mix Three Only

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 14449.00 Sq.mt. Providing and laying Asphalt Painting on 46.14 Rupees Forty Sq.mt.

B.T. Surface with bitumen V.G. 30 at rate of 5 Six and Paise

Kg. / 10 Sq.mt. including spreading stone

dust on painting surface at the rate of

12 4.00 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 13.00 No. Providing and fixing Hectometer Stone as 356.50 Rupees Three No.

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

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

14 1.00 No. Informatory sings: Providing and erecting 3856.90 Rupees Three No.

informatory retro-reflectorised 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 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

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 1.00 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.

Rupees Ninety Four Lakhs Eight Thousand Seven Hundred Sixty Three and Paise Thirty Five 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. 9408763.35 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