New Gujarat Pattern : 10 Taka State Level Fund : 2025 - 2026 Construction of Amadhara to Chadiya Road (Sadakpore Mandli) Km.0/0 to 1/1 Taluka : Chikhli. District : Navsari.

Name of work : New Gujarat Pattern : 10% State Level Fund : 2025 -

Construction of Amadhara to Chadiya Road (Sadakpore Mandli) Km.0/0 to 1/1

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 0.55 Hect. Clearing and Grubbing Road land including 34889.38 Rupees Hect.

uprooting rank vegetation, grass brushes,

shrubs, saplings and trees girth up to Eight

300mm removal of stumps of trees cut Hundred

earlier and disposal of unserviceable

materials By mechanical means in area of Thirty Eight

All type of Jungle. Only

2 750.00 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 37.50 Rmt. Supplying fixing & joining reinforced 1968.38 Rupees One Rmt.

concret Heavy Duty Non Pressure Pipe Thousand

carrying indian railway standard with Hundred

collars for culverts carring heavy traffic as Sixty Eight

per Indian railway standard specification and Paise

including setting and joining the pipe in Thirty Eight

cement mortar 1:2 watering or laying (to Only

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

4 1158.00 Cu.mt. Earthwork for Embankment for including 173.67 Rupees One Cu.mt.

breaking clods, dressing with all lead and Seventy

lift including watering rolling & Three and

consolidation of subgrade in layers at Paise Sixty

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 99.00 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 70.00 Cu.mt. Providing, laying, spreading and 835.26 Rupees Eight Cu.mt.

compacting graded stone aggregate to Wet

Mix Macadam specification including and Paise

premixing the Material with water at OMC Twenty Six

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

7 4210.00 Sq.mt. Providing and applying evenly Priming Coat 72.03 Rupees Sq.mt.

with Emulsion Asphalt at the rate of 7.50 Seventy Two

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

Emulsion SS-1 (Hincol Made) pressure

sprayer etc. complete including the cost of

8 315.80 M.Ton. Providing, laying Bituminous Base Course 2435.65 Rupees Two M.Ton.

37.5 mm thick compacted in One layers Four

with tack coat of Emulsion RS-1 at the rate Hundred

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

aggregates of required gradation and Sixty Five

asphalt (VG-30) grade for mixing @ 1.99 % Only

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.

9 221.00 M.Ton. Providing & laying 25 mm thick Open 3126.43 Rupees Three M.Ton.

Graded (compacted) Bituminous Carpet

considering 0.66 Cu.mt. / 10 Sq.mt. stone Twenty Six

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

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

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

mixing and Emulsion RS-1 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

10 113.70 M.Ton. Providing and laying Seal Coat with B.T. 3383.32 Rupees Three M.Ton.

aggregate as specified using aggregate at Thousand

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

bitumen VG - 30 grade for mixing with Eighty Three

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

M.T. of total mix including heating and Thirty Two

mixing in hot / drum mix plant and Only

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.

11 4210.00 Sq.mt. Providing and laying Asphalt Painting on 34.95 Rupees Sq.mt.

B.T. Surface with bitumen V.G. 30 at rate of Thirty Four

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

dust on painting surface at the rate of 0.03 Only

12 3.00 No. Providing and fixing ordinary Kilometer 704.33 Rupees Seven No.

Stone of precast C.C. 1:2:4 including Hundred

necessary reinforcement as per I.R.C. type Paise Thirty

design in C.C. 1:4:8 including lettering and Three Only

painting etc. complete.

13 5.00 No. Providing and fixing Hectometer Stone as 356.50 Rupees Three No.

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

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

14 1.00 No. Informatory sings: Providing and erecting 3856.90 Rupees Three No.

informatory retro-reflectorised board as

per IRC-67 made of engineering grade Hundred

sheeting as per specification fixed over Fifty Six and

aluminium sheeting two mm thick as logo Paise Ninety

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.

15 2.00 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. and Paise

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

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.

16 2.00 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.

17 4.00 No. Cautionary Warning Sign for Bump / Curve : 3808.66 Rupees Three No.

Providing and fixing sing boards made out of Thousand

2mm aluminum sheet; size 90 x 90 x 90 cms. Eight

equilateral triangle as per design of IRC-67-

1977. Pre treated with phospheting process & Paise Sixty

acid etching; coated with one coat of epoxy Six Only

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

Cms. for each leg. Including excavation, curing

etc. complete under the supervision of engineer

in charge. (A) Enginee Grade.

18 21.00 Sq.mt. Road marking with Hot Applied Thermoplastic 367.72 Rupees Three Sq.mt.

Paints with reflectorising glass beads on bitumin Hundred

surface providing and laying a hot applied Sixty Seven

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm Only

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

19 1.00 No. Regulatory/ Mandatory Sign: SPEED LIMIT 3439.81 Rupees Three No.

Providing and fixing sing boards made out of Thousand

2mm aluminium sheet; size 60cms. diameter Four

circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid and Paise

eteching; coated with one coat of epoxy primer Eighty One

and two coats of best quality epoxy paint; Only

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.

20 1.00 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

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 Sixteen Lakhs Fifty One Thousand One Hundred Fifty Nine and Paise Forty Six 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. 1651159.46 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