MMGSY (Resurfacing) : 2026 - 2027 Resurfacing of Various Roads in Chikhli Taluka District Navsari Package No.15 [Total 2 Roads & Km.4.50] [1] Fadvel Pinjar Falia Road [2] Sadadvel Kumbharwad to Nemanifarm 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 1.12 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

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 1977.00 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 top Only

edge of cutting and top of spoil bank Earth to

be deposited in side shoulders. [For Road

3 135.00 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

4 791.00 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 and lift.

5 336.00 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 1242.00 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%

(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 1195.00 Cu.mt. Providing, laying, spreading and compacting 758.07 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 10619.00 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 1423.00 M.Ton. Providing, laying Bituminous Base Course 2725.06 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 Five

aggregates of required gradation and asphalt and Paise Six

(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.

10 868.20 M.Ton. Providing & laying 37.50 mm thick 3757.50 Rupees Three M.Ton.

Compacted Bituminous Macadam with using

RS1 Emulsion for tack coat at 2.50 Kg / 10 Hundred Fifty

Sq.Mt. using stone aggregate as per Seven and

gradation 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.

11 650.70 M.Ton. Providing & laying 25 mm thick Open 3861.55 Rupees Three M.Ton.

Graded (compacted) Bituminous Carpet

considering 0.66 Cu.mt. / 10 Sq.mt. stone Sixty One and

chips for one M.Ton as per specification, Paise Fifty Five

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

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

12 527.00 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 - Hundred Sixty

30 grade for mixing with aggregate at the Eight and

rate of 4.5% i.e. 45.00 Kg. / M.T. of total mix Paise Ninety

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.

13 18411.00 Sq.mt. Providing and laying Asphalt Painting on B.T. 46.14 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 23.00 No. Providing and fixing Hectometer Stone as 356.50 Rupees Three No.

per 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-67 made of engineering grade sheeting Fifty Six and

as per specification fixed over aluminium Paise Ninety

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.

17 2.00 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,

Mt. long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x

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.

18 39.20 Cu.mt. Excavation for foundation up to 1.50 Mtr. 254.36 Rupees Two Cu.mt.

depth including sorting out and stacking of Hundred Fifty

useful material and disposing off the Thirty Six Only

excavated stuff as directed by Engineer in

charge with all lead and lift in (B) Dense or

19 4.20 Cu.mt. Providing & Filling in Foundation with 3304.02 Rupees Three Cu.mt.

Ordinary cement concrete M100 mix and Three

providing necessary vertical pin headers Hundred Four

including formwork, vibrating ramming and Only

curing complete.

20 30.10 Cu.mt. Providing & Filling in Foundation with 3674.07 Rupees Three Cu.mt.

ordinary cement concrete M 150 mix and Thousand Six

providing necessary vertical pin headers Seventy Four

including formwork vibrating ramming & and Paise

curing complete. Seven Only

21 7.50 Rmt. Supplying fixing & joining reinforced concret 3469.26 Rupees Three Rmt.

Heavy Duty Non Pressure Pipe carrying Hundred Sixty

indian railway standard with collars for Nine and Paise

culverts carring heavy traffic as per Indian Twenty Six

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 900mm dia internal

22 7.20 Cu.mt. Construction of Granular Sub Base (For 684.77 Rupees Six Cu.mt.

Around the pipe of C.D.Works) by providing

coarse graded machine crushed B. T. and Paise

material satisfying MOST Specification of Seventy Seven

Grading - I using 53 mm to 26.5 mm @ 30% Only

(M.C. Metal), 26.5 mm to 4.75 mm @ 60%

(M.C.Metal), 2.36 mm below @ 10% (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.

23 10.00 No. Providing and fixing Guard Stone as per I.R.C. 350.80 Rupees Three No.

type design including white washing etc. and Paise

complete (I) Fixing in Earth

24 1.00 No. Providing and fixing 20cm. x 15cm x 2.5 cm. 279.69 Rupees Two No.

thick Year Plate of marble stone set in C.M. Seventy Nine

and Paise Sixty

1:4 including finishing and engraving letters

25 37.42 Sq.mt. White washing with lime on wall surface 12.73 Rupees Twelve Sq.mt.

(two coats) to give an even shade including and Paise

thoroughly booming the surface to remove Only

all dirt, dust, mortar drops and other foreign

Rupees One Crore Sixty Six Lakhs Ninety Seven Thousand Eight Hundred Fifty One and Paise

Thirty Four 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. 16697851.34 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