Mukhyamantri Halpati Sarvangi Utkarsh Yojna : 2025 - 2026 Construction of Various Roads in Chikhli Taluka District Navsari Package No.4 [Total 3 Roads & Km.1.31] Taluka : Chikhli. District : Navsari.

Name of work : Mukhyamantri Halpati Sarvangi Utkarsh Yojna : 2025 -

Construction of Various Roads in Chikhli Taluka District Navsari Package No.4 [Total

3 Roads & Km.1.31]

[1] Construction of Fadvel Nagji Falia to Gitaben Bhikhubhai Halpati's House Road.

[2] Construction of Fadvel Dadara Falia Bharatbhai Halpati's House Road. Km.0/0 to

[3] Construction of Kanbhai Main Road to Fadvel Ramanbhai Halpati's House Going

Road. Km.0/0 to 0/53 (Sec.I Ch.0/0 to 0/35, Sec.II Ch.0/0 to 0/18)

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 0.66 Hect. Clearing and Grubbing Road land including 35047.95 Rupees Thirty Hect.

uprooting rank vegetation, grass brushes, Five

shrubs, saplings and trees girth up to Forty Seven

300mm removal of stumps of trees cut and Paise

earlier and disposal of unserviceable Ninety Five

materials By mechanical means in area of Only

All type of Jungle.

2 1058.00 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 Only

top edge of cutting and top of spoil bank

Earth to be deposited in side shoulders. [For

Road side Gutter]

3 60.00 Rmt. Supplying fixing & joining reinforced 1968.38 Rupees One Rmt.

concret Heavy Duty Non Pressure Pipe Thousand

carrying indian railway standard with Sixty Eight

collars for culverts carring heavy traffic as and Paise

per Indian railway standard specification Thirty Eight

including setting and joining the pipe in Only

cement mortar 1:2 watering or laying (to

level and slope) of I.S.class NP-3 600mm dia

4 13547.00 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

consolidation of subgrade in layers at O.M.C. Sixty Seven

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.

5 397.00 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

including filling the mesure boxes of Fifty Eight

standard size etc. complete. Only

6 1293.00 Cu.mt. Construction of Granular Sub-Base by 676.13 Rupees Six Cu.mt.

providing course graded B.T. machine

crushed material satisfying MOST and Paise

specification of Grading II using materials Thirteen Only

(26.5 mm to 4.75 mm @ 75 per cent,

mm & Below @ 25 per cent) 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 etc. complete.

7 817.00 Cu.mt. Construction of Granular Sub Base by 723.75 Rupees Seven Cu.mt.

providing coarse graded machine crushed

B. T. material satisfying MOST Specification and Paise

of Grading - I using 53 mm to 26.5 mm @ Seventy Five

35% (M.C. Metal), 26.5 mm to 4.75 mm @ Only

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 2308.00 Cu.mt. Providing, laying, spreading and compacting 798.26 Rupees Seven Cu.mt.

graded stone aggregate to Wet Mix

Macadam specification including premixing and Paise

the Material with water at OMC in Twenty Six

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 6630.00 Sq.mt. Providing and applying evenly Priming Coat 62.85 Rupees Sixty Sq.mt.

with Emulsion Asphalt at the rate of 7.50 Two and

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

Emulsion SS-1 (Hincol Made) pressure

sprayer etc. complete including the cost of

10 497.30 M.Ton. Providing, laying Bituminous Base Course 2096.87 Rupees Two M.Ton.

37.5 mm thick compacted in One layers Ninety Six and

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

of 2.5 Kg / 10 Sq.mt. and using B.T. stone Seven 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.

11 348.10 M.Ton. Providing & laying 25 mm thick Open 2664.79 Rupees Two M.Ton.

Graded (compacted) Bituminous Carpet

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

chips for one M.Ton as per specification, Paise Seventy

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

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

mixing and Emulsion RS-1 / Asphalt VG-30

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 specification.

12 179.00 M.Ton. Providing and laying Seal Coat with B.T. 2917.15 Rupees Two M.Ton.

aggregate as specified using aggregate at the Thousand

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

30 grade for mixing with aggregate at the and Paise

rate of 4.5% i.e. 45.00 Kg. / M.T. of total mix Fifteen Only

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 6630.00 Sq.mt. Providing and laying Asphalt Painting on 29.90 Rupees Sq.mt.

B.T. Surface with bitumen V.G. 30 at rate of Twenty Nine

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

dust on painting surface at the rate of

14 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.

15 10.00 No. Providing and fixing Hectometer Stone as 356.50 Rupees Three No.

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

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

16 3.00 No. Informatory sings: Providing and erecting 3856.90 Rupees Three No.

informatory retro-reflectorised board as

per IRC-67 made of engineering grade Hundred Fifty

sheeting as per specification fixed over Six and Paise

aluminium sheeting two mm thick as logo Ninety Only

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

cm x 60 cm below ground level as per

drawing including painting and installation

at site. [B] Engineering Grade.

17 3.00 No. Village name / Bump Ahead Sign: Providing 5045.36 Rupees Five No.

& Fixing sign boards made out of 2 mm

aluminium sheet size 90 x 60 cms. Paise Thirty

Rectangle as per the desing of IRC - 67 - Six Only

1977 per trected with phospheting process

& acid etching coated with one of epoxy

primer and two coats of best quality eproxy:

reflectorised with tetro reflective sheeting

as per latest M.O.S.T. Specification: Letters

and numerals sdhould be as per IRC - 30 -

1968, 3 1 m long ( 2 Nos. ) Stand post and

frame fabricated from suitable size iron

angle of 50 x 50 x 5 mm painted with best

quality epoxy coating in black and white

bends. The details of symbol or incription /

numerals for each boards shall be as per

instruction of engineer inchage. The fixing

at site shall be in 1.2.4 CC block of size 45 x

45 x 60 cms for each leg. including

excavartion curing etc. completed under the

supervision of engineer in chage. (A)

Engineer Grade.

18 3.00 No. Direction Sign (Junction Board): Providing 14831.71 Rupees No.

and fixing sing boards made out of 2mm

aluminium sheet; size 244 x 122cms. Eight

rectangle as as per the design of IRC-67- Hundred

1977 pre treated with phospheting process Thirty One

& acid etching; coated with one coat of Seventy One

epoxy primer and two coats of best quality Only

epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should

be as per IRC-30-1968, 3.1m long (2 nos)

stand post and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm

75x75x6mm as required; painted with best

quality epoxy coatings in black and white

bends. the details of symbol or inscription /

numerals 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 60cms. for each leg. including

excavation curing etc. complete under the

supervision of engineer in

charge.(B)Eingineering grade.

19 9.00 No. Cautionary Warning Sign for Bump / Curve : 3808.66 Rupees Three No.

Providing and fixing sing boards made out

of 2mm aluminum sheet; size 90 x 90 x 90 Hundred

cms. equilateral triangle as per design of IRC- Eight and

67-1977. Pre treated with phospheting Paise Sixty Six

process & acid etching; coated with one coat

of epoxy primer and two coats of best

quality epoxy paint ; refectories with retro

reflective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and

frame fabricated from suitable size iron

angle of 35 x 35 x 3mm, 75 x 75 x 6mm 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)

20 4.50 Sq.mt. Road marking with Hot Applied Thermoplastic 367.72 Rupees Three Sq.mt.

Paints with reflectorising glass beads on bitumin Hundred Sixty

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including Two Only

reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35- 2015. The

finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white

color marking should provide liminance

coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the

day time. The marking should meet the

performance criteria for night time reflectivity,

wet reflectivity and skid resistance as mentioned

in the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

21 90.00 No. Supplying and fixing Cat Eye made out from 375.72 Rupees Three No.

Acrilo beautile sterine injuction high Hundred

compressed molding with reflector made of and Paise

MMC (prismatic type of size 12cm x 6cm x Seventy Two

2.5cm) provided with bituminous adhesive Only

100g. with each unit for fixing. (High

Intensity grade)

22 6.00 No. Chevron Sign : Providing and fixing board 3711.75 Rupees Three No.

made out of 1.5 mm aluminium sheet / 3 Thousand

mm ACP (Aluminium Composite Panel) : Hundred

size 60x50 rectangular as per design of IRC- Eleven and

67-2012. Pre treated with phospheting Paise Seventy

process and acid etching, coated with one Five Only

coat of epoxy primer and two coats of best

quality epoxy painthing reflective sheeting

of Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specification, 3.3 mtr long stand

post of iron Angle 75 x 75 x 6 mm / 65 NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

35 x 35 x 3 mm, Painted with best quality

epoxy coating in black and white bends. The

details of symbol or inscription / numerals

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 size 45 x

x 60 CMs. for each leg including excavation,

curing etc. complete under the supervision

of engineer in charge. A warranty for

years for the Retro reflective sheeting from

original manufacturer & a certified copy of

year outdoor exposure test report from

third party test lab for the product offered

shall be submitted by contractor. (A) Class -

B Type -4 Retro Reflective Sheeting.

23 6.00 No. Regulatory/ Mandatory Sign: SPEED LIMIT 3439.81 Rupees Three No.

Providing and fixing sing boards made out

of 2mm aluminium sheet; size 60cms. Thirty Nine

diameter circle as per the design of IRC-67- and Paise

1977 pre treated with phospheting process Eighty One

& acid eteching; coated with one coat of

epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and

frame fabricated from suitable size iron

angle of 35 x 35 x 3mm 75x75x6mm 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 60cms. for each leg. including

excavation curing etc. complete under the

supervision of engineer in charge. (A)

Engineer Grade.

24 6.00 No. Hazard Marker Sign : Providing and fixing sign 3518.69 Rupees Three No.

boards made out of 2.0 mm aluminium sheet / Thousand

4 mm ACP (Aluminium composite Panel); size Eighteen and

90x30 cms. rectangular as per design of IRC- Paise Sixty

67-2012. Pre treated with phospheting Nine Only

process & acid etching; coated with one coat

of epoxy primer and two coats of best quality

epoxy paint ; refectories with High Intensity

Prismatic Grade retro refiective sheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 1.8mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x

3mm; 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 warranty for 7 years for

the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year

outdoor exposure test report from third party

test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

25 3.00 No. STOP SIGN : Providing and fixing sing 4676.06 Rupees Four No.

boards made out of 2mm aluminium sheet;

size 90 x 90cms. rectangle as per the design Seventy Six

of IRC-67-1977 pre treated with and Paise Six

phospheting process & acid teching; coated Only

with one coat of epoxy primer and two coats

of best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest

M.O.S.T. Specifications; 3.1m long stand post

and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm 75x75x6mm 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 60cms. for each leg. including

excavation curing tec. complete under the

supervision of engineer in charge. (A)

Engineer Grade.

Rupees Ninety Five Lakhs Twenty Thousand Nine Hundred Twenty Eight and Paise Thirty Five

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. 9520928.35 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