MMGSY (Vanbandhu Kalyan Yojana - 2) (Earthen to Bitumen) : 2026 - 2027 Construction of Various Roads in Khergam Taluka District Navsari Package No.39 [Total 3 Roads & Km.3.95] [1] Achavani Bandhad Falia to Ruzavani Road. [2] Debarpada Gamtal to Gauri Road. [3] Bhairvi Mandir Falia to Dukan Falia to Primary School Road. Taluka : Khergam. 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 0.79 Hect. Clearing and Grubbing Road land including 34889.39 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 Thirty Nine

mechanical means in area of All type of

2 2912.00 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

3 112.50 Rmt. Supplying fixing & joining reinforced concret 1968.38 Rupees One Rmt.

Heavy Duty Non Pressure Pipe carrying

indian railway standard with collars for Eight and Paise

culverts carring heavy traffic as per Indian Thirty Eight

railway standard specification including Only

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 1635.00 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

5 11850.00 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.

6 237.00 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.

7 1727.00 Cu.mt. Construction of Granular Sub Base by 674.13 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% Thirteen 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 1609.00 Cu.mt. Providing, laying, spreading and compacting 747.09 Rupees Seven Cu.mt.

graded stone aggregate to Wet Mix Macadam Hundred Forty

specification including premixing the Paise Nine Only

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 14885.00 Sq.mt. Providing and applying evenly Priming Coat 97.58 Rupees Ninety Sq.mt.

with Emulsion Asphalt at the rate of 7.50 Kg. Paise Fifty

/ 10 Sq.mt. on road surface using Emulsion Eight Only

SS-1 (Hincol Made) pressure sprayer etc.

complete including the cost of Asphalt.

10 1228.00 M.Ton. Providing & laying 37.50 mm thick 3752.21 Rupees Three M.Ton.

Compacted Bituminous Macadam with using

RS1 Emulsion for tack coat at 2.50 Kg / 10 Fifty Two and

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

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.

11 401.90 M.Ton. Providing and laying Seal Coat with B.T. 4408.56 Rupees Four M.Ton.

aggregate as specified using aggregate at the

rate of 0.18 Cum. / 10 Sqm. and bitumen VG - and Paise Fifty

30 grade for mixing with aggregate at the Six Only

rate of 4.5% i.e. 45.00 Kg. / 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.

12 14884.50 Sq.mt. Providing and laying Asphalt Painting on B.T. 46.63 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. /

13 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.

14 17.00 No. Providing and fixing Hectometer Stone as per 356.50 Rupees Three No.

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

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

Rupees One Crore Twenty Four Lakhs Three Thousand Four Hundred Eighty Four and Paise Forty

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. 12403484.48 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