MMGSY (Vanbandhu Kalyan Yojana - 2) (Earthen to Bitumen) : 2026 - 2027 Construction of Various Roads in Chikhli Taluka District Navsari Package No.38 [Total 4 Roads & Km.4.70] [1] Sadadvel Vandarvella Main Road to Dela Falia to Nagaji Falia to School Road.[2] Kaliyari Prathmikshala to Nishal Falia Road. [3] Rankuwa Rumla Main Road to Sadadvel Gamtal Falia to School Going Road. [4] Sadakpore Poniya Halpativas to Pahad Falia to Sadakpore Joining Main Road. Taluka : Chikhli. District : Navsari.

Name of work : MMGSY (Vanbandhu Kalyan Yojana - 2) (Earthen to Bitumen) : 2026 -

Construction of Various Roads in Chikhli Taluka District Navsari Package No.38 [Total

4 Roads & Km.4.70]

[1] Sadadvel Vandarvella Main Road to Dela Falia to Nagaji Falia to School Road.

[2] Kaliyari Prathmikshala to Nishal Falia Road.

[3] Rankuwa Rumla Main Road to Sadadvel Gamtal Falia to School Going Road.

[4] Sadakpore Poniya Halpativas to Pahad Falia to Sadakpore Joining Main 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 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.

2 963.00 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]

3 157.50 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 1806.00 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 3000.00 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.

6 282.00 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.

7 141.92 Cu.mt. Construction of Granular Sub Base by 657.62 Rupees Six Cu.mt.

providing coarse graded machine crushed Hundred Fifty

Seven and Paise

B. T. material satisfying MOST Specification Sixty Two Only

of Grading - I using 53 mm to 26.5 mm @

35% (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.

8 1139.00 Cu.mt. Providing, laying, spreading and 730.07 Rupees Seven Cu.mt.

compacting graded stone aggregate to Wet

and Paise Seven

Mix Macadam specification including 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

9 9300.00 Sq.mt. Providing and applying evenly Priming Coat 99.00 Rupees Ninety Sq.mt.

with Emulsion Asphalt at the rate of 7.50 Nine Only

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

Emulsion SS-1 (Hincol Made) pressure

sprayer etc. complete including the cost of

10 291.00 M.Ton. Providing, laying Bituminous Base Course 2701.70 Rupees Two M.Ton.

37.5 mm thick compacted in One layers Seven Hundred

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

of 2.5 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.

11 1113.80 M.Ton. Providing & laying 37.50 mm / 50 mm thick 3638.74 Rupees Three M.Ton.

Compacted Bituminous Macadam with

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

/ 10 Sq.Mt. using stone aggregate as per Seventy Four

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.

12 126.00 M.Ton. Providing & laying 25 mm thick Open 3834.23 Rupees Three M.Ton.

Graded (compacted) Bituminous Carpet

considering 0.66 Cu.mt. / 10 Sq.mt. stone Four and Paise

chips for one M.Ton as per specification, Twenty Three

using the asphalt at rate 33.60 Kg. / M.Ton Only

(i.e. 3.36% by weight of Total Mix) for

mixing and Emulsion RS-1 for tack coat at

rate 2.5 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

13 380.80 M.Ton. Providing and laying Seal Coat with B.T. 4340.47 Rupees Four M.Ton.

aggregate as specified using aggregate at Thousand

the rate of 0.18 Cum. / 10 Sqm. and Forty and Paise

bitumen VG - 30 grade for mixing with Forty Seven

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.

14 14100.00 Sq.mt. Providing and laying Asphalt Painting on 45.98 Rupees Forty Sq.mt.

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

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

dust on painting surface at the rate of

15 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.

16 21.00 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

17 4.00 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.

18 4.00 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 One Crore Five Lakhs Ninety Three Thousand Eight Hundred Seventeen and Paise Ninety

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. 10593817.99 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