MMGSY (Resurfacing) : 2026 - 2027 Resurfacing of Various Roads in Khergam Taluka District Navsari Package No.11 [Total 2 Roads & Km.4.60] [1] Jamanpada Dharampur SH to Kedipada Kakadveri Road. [2] Ruzavani Patel Falia Approach Road. Taluka : Khergam. District : Navsari.

Name of work : MMGSY (Resurfacing) : 2026 -

Resurfacing of Various Roads in Khergam Taluka District Navsari

Package No.11 [Total 2 Roads & Km.4.60]

[1] Jamanpada Dharampur SH to Kedipada Kakadveri Road.

[2] Ruzavani Patel Falia Approach 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 Rs. Ps. quantities

1 0.92 Hect. Clearing and Grubbing Road land including 34889.38 Rupees Thirty Hect.

uprooting rank vegetation, grass brushes, Four Thousand

shrubs, saplings and trees girth up to Eighty Nine and

300mm removal of stumps of trees cut Paise Thirty

earlier and disposal of unserviceable Eight Only

materials By mechanical means in area of

All type of Jungle.

2 3078.00 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]

3 105.00 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

4 2781.00 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 8400.00 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.

6 330.00 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 94.00 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 1880.00 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 density.

9 12073.00 Sq.mt. Providing and applying evenly Priming 96.42 Rupees Ninety Sq.mt.

Coat with Emulsion Asphalt at the rate of Six and Paise

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

Emulsion SS-1 (Hincol Made) pressure

sprayer etc. complete including the cost of

10 1627.80 M.Ton. Providing & laying 37.50 mm / 50 mm 3512.13 Rupees Three M.Ton.

thick Compacted Bituminous Macadam

with using RS1 Emulsion for tack coat at Twelve and

2.50 Kg / 10 Sq.Mt. using stone aggregate Paise Thirteen

as per 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.

11 471.80 M.Ton. Providing and laying Seal Coat with B.T. 4108.83 Rupees Four M.Ton.

aggregate as specified using aggregate at Thousand One

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

bitumen VG - 30 grade for mixing with Eighty Three

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.

12 17473.00 Sq.mt. Providing and laying Asphalt Painting on 43.40 Rupees Forty Sq.mt.

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

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

dust on painting surface at the rate of

13 5.00 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 20.00 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

15 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 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.

16 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, 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.

17 168.00 Cu.mt. Dismantling the existing structure 932.65 Rupees Nine Cu.mt.

including removing and stacking the

dismantled materials as and where Sixty Five Only

directed. (A) RCC Work.

18 24.00 Cu.mt. Demolition of Brick Work and Stone 564.15 Rupees Five Cu.mt.

Masonry including Stacking of Serviceable Hundred Sixty

materials and disposal of unserviceable Fifteen Only

materials with all lead and lift (ii) In

19 269.10 Cu.mt. Excavation in hard rock by dry-wet 860.91 Rupees Eight Cu.mt.

blasting and chiselling including Hundred Sixty

dewatering preparing foundation base by Ninety One

proper benching and stepping and Only

disposing of the excavated stuff as directed.

(A) General blasting

20 54.00 Rmt. Providing and fixing Mild Steel Dowel Bars 450.06 Rupees Four Rmt.

of minimum 32mm dia. for anchoring by and Paise Six

drilling holes in foundation strata including Only

necessary bending, hooking of dowel bars

and grouting the holes complete as per

detailed drawing and as directed.

21 56.30 Cu.mt. Providing & Filling in Foundation with 3304.02 Rupees Three Cu.mt.

ordinary cement concrete M 150 mix and Thousand

providing necessary vertical pin headers Four and Paise

including formwork vibrating ramming & Two Only

curing complete.

22 126.80 Cu.mt. Providing and Casting in situ Controlled 4527.77 Rupees Four Cu.mt.

Cement Concrete M-250 for R.C.C. Raft and Hundred

cutt-off walls including necessary Twenty Seven

shuttering laying, vibrating, ramming and Seventy Seven

curing complete. Only

23 75.60 Cu.mt. Providing and casting in situ Controlled 5132.75 Rupees Five Cu.mt.

Cement Concrete M-250 for R.C.C. work in Thousand One

Piers / Abutment as per drawings Two and Paise

including centering, shuttering, scaffolding Seventy Five

where necessary laying, vibrating, Only

ramming and curing complete.

24 115.20 Cu.mt. Providing and casting in situ Controlled 5268.17 Rupees Five Cu.mt.

Cement Concrete M-250 for R.C.C. Solid Hundred Sixty

Eight and Paise

Slab including centering, scaffolding, curing Seventeen Only

and finishing completed.

25 13.50 Cu.mt. Providing and casting in situ controlled 5066.50 Rupees Five Cu.mt.

cement concrete M 200 for Approach Slab

including form work, curing, finishing etc., Fifty Only

26 155.10 Cu.mt. Providing and casting in situ Ordinary 3512.02 Rupees Three Cu.mt.

Cement Concrete M-200 mix and providing

necessary vertical pin headers including Twelve and

shuttering, scafolding, laying, vibrating, Paise Two Only

curing and finishing complete without V-

groves. (A) Height from 0.0 M to 5.0 M.

27 9.70 Cu.mt. Providing and casting in situ controlled 4785.18 Rupees Four Cu.mt.

cement concrete M 250 for Kerb / Kerb Seven Hundred

Eighty Five and

Blocks including form work, curing and Paise Eighteen

finishing complete

28 12.80 Cu.mt. Providing and casting in situ Controlled 5208.33 Rupees Five Cu.mt.

Cement Concrete M-250 for average 75mm Thousand Two

thick Wearing Coat laid as directed and Paise

including tamping, vibrating, finishing, Thirty Three

curing and filling in joints with bitumen Only

29 28.99 M.Ton. Providing and Placing in position Fe 500 73243.01 Rupees Seventy M.Ton.

bar reinforcement for following R.C.C. work Thousand Two

items including cutting, bending, hooking Hundred Forty

and tying complete as per detailed

drawing. For RCC Raft, slab, Pier, wing wall,

solid slab, kerb block, wearing coat, etc.

30 108.00 No. Providing and laying Weep Hole in 87.07 Rupees Eighty No.

abutment and return wall by using P.V.C. Seven and Paise

pipes of 100 mm diameter including laying

in proper grade and jointing etc. complete

as per detailed specification.

31 108.00 Sq.mt. Providing and Laying Filter Media 600mm 1279.96 Rupees One Sq.mt.

thick directed at the back of abutment, Hundred

returns and wing wall as per detailed

specifications. Ninety Six Only

32 1.00 No. Providing and fixing Marble Slab including 1012.64 Rupees One No.

engraving and painting complete (A) Size Twelve and

Paise Sixty Four

75cm x 60cm x 4cm Only

33 12.00 No. Providing G.I. 100 mm diameter Water 536.02 Rupees Five No.

Spouts including necessary iron grating as Six and Paise

34 113.00 Sq.mt. Wall Painting (two coats) with plastic 81.05 Rupees Eighty Sq.mt.

emulsion paint of approved brand and One and Paise

manufacture on undecorated wall surface

to give an even shade including throughly

brushing the surface free from cement

dropping and other foreign mtter and sand

papered smooth.

35 1.00 Job Providing Temporary All Weather and 101000.00 Rupees One Job

diversion suitable for double lane traffic Lakh One

during the construction period of box

culvert including providing earthwork for

embankment / cutting as per site

requirement supplying, spreading and

compacting 200 mm thick GSB Grade-II in

5.50mt. carriageway with providing all

safety measures including red lamps /

signals at night for traffic and maintaing

the diversion in condition till completion as

Rupees One Crore Seventy Nine Lakhs Sixty Three Thousand Eight Hundred Seventy Two and Paise

Forty Nine 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

* Estimated Amount * Estimated Amount

Put to Tender Rs. 17963872.49 Put to Tender Rs.

Deduct ______ % Below Rs. _________ Add________ % Above Rs. _________

Net Rs. _________ Total Rs. _________

Note: An amount of Rs.89279/- (Rupees Eighty Nine Thousand Two Hundred Seventy Nine Only) towards

estimated salvage value of dismantled materials likely to be available from dismantling the existing

structure shall be recovered from the 1st R.A. Bill of this work irrespective of the quantity actually

Note 1. All works on site.

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