MMGSY (Vanbandhu Kalyan Yojana - 2) (Earthen to Bitumen) : 2026 - 2027 Construction of Various Roads in Chikhli Taluka District Navsari Package No.36 [Total 2 Roads & Km.3.05] [1] Jogwad PHC to Primary School to Kangvai Goja Falia Joining Road. [2] Balwada to Chimla Jogmata Mandir 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 0.76 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 1860.00 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 67.50 Rmt. Supplying fixing & joining reinforced concret 1968.38 Rupees One Rmt.

Heavy Duty Non Pressure Pipe carrying indian Hundred Sixty

railway standard with collars for culverts Eight and Paise

carring heavy traffic as per Indian railway Thirty Eight

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

4 435.00 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 10275.00 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.

6 228.00 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 standard Eight Only

size etc. complete.

7 1656.00 Cu.mt. Construction of Granular Sub Base by 659.85 Rupees Six Cu.mt.

providing coarse graded machine crushed B.

T. material satisfying MOST Specification of Eighty Five

Grading - I using 53 mm to 26.5 mm @ 35% 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.

8 1543.00 Cu.mt. Providing, laying, spreading and compacting 732.36 Rupees Seven Cu.mt.

graded stone aggregate to Wet Mix Macadam

specification including premixing the Material Thirty Six Only

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.

9 11462.00 Sq.mt. Providing and applying evenly Priming Coat 98.35 Rupees Ninety Sq.mt.

Eight and Paise

with Emulsion Asphalt at the rate of 7.50 Kg. / Thirty Five

10 Sq.mt. on road surface using Emulsion SS-1 Only

(Hincol Made) pressure sprayer etc. complete

including the cost of Asphalt.

10 421.90 M.Ton. Providing, laying Bituminous Base Course 2713.02 Rupees Two M.Ton.

37.5 mm thick compacted in One layers with Thousand

tack coat of Emulsion RS-1 at the rate of 2.5 Kg Thirteen and

/ 10 Sq.mt. and using B.T. stone aggregates of Paise Two Only

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.

11 481.50 M.Ton. Providing & laying 37.50 mm thick Compacted 3739.88 Rupees Three M.Ton.

Bituminous Macadam with using RS1

Emulsion for tack coat at 2.50 Kg / 10 Sq.Mt. Thirty Nine

using stone aggregate as per gradation and and Paise

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.

12 295.30 M.Ton. Providing & laying 25 mm thick Open Graded 3849.53 Rupees Three M.Ton.

(compacted) Bituminous Carpet considering 0.66 Thousand Eight

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

specification, using the asphalt at rate 33.60 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.

13 309.50 M.Ton. Providing and laying Seal Coat with B.T. aggregate 4376.98 Rupees Four M.Ton.

as specified using aggregate at the rate of 0.18 Cum. Thousand

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

Seventy Six and

with aggregate at the rate of 4.5% i.e. 45.00 Kg. / Paise Ninety

M.T. of total mix including heating and mixing in Eight Only

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 11461.50 Sq.mt. Providing and laying Asphalt Painting on B.T. 46.34 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 Only

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

15 6.00 No. Providing and fixing ordinary Kilometer Stone 704.33 Rupees Seven No.

of precast C.C. 1:2:4 including necessary Hundred Four

reinforcement as per I.R.C. type design in C.C. Thirty Three

1:4:8 including lettering and painting etc. Only

16 13.00 No. Providing and fixing Hectometer Stone as per 356.50 Rupees Three No.

I.R.C. type design including lettering and Six and Paise

painting etc. complete. (I) Fixing in C.C. 1:5:10

17 1.00 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 :

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 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 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 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

cms for each leg, including excavation curing etc.

complete under the supervision of Engineer-In-

Charge (A) Engineer grade.

Rupees One Crore Three Lakhs Fifty Nine Thousand Three Hundred Forty Eight 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. 10359348.32 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