New Gujarat Pattern : 2025 - 2026 Construction of Miyazari Dargah to Aambali Falia to Golwad Joining Road. Km.0/0 to 2/0 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 1.10 Hect. Clearing and Grubbing Road land including 34889.38 Rupees Thirty Hect.

uprooting rank vegetation, grass brushes, Eight Hundred

shrubs, saplings and trees girth up to 300mm Eighty Nine

removal of stumps of trees cut earlier and Thirty Eight

disposal of unserviceable materials By

mechanical means in area of All type of Jungle.

2 1466.00 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 40.00 Rmt. Supplying fixing & joining reinforced concret 1968.38 Rupees One Rmt.

Heavy Duty Non Pressure Pipe carrying indian Hundred Sixty

railway standard with collars for culverts Eight and Paise

carring heavy traffic as per Indian railway Thirty Eight

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

4 243.00 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

5 198.00 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 including and Paise Fifty

filling the mesure boxes of standard size etc. Eight Only

6 1039.00 Cu.mt. Construction of Granular Sub Base by 712.01 Rupees Seven Cu.mt.

providing coarse graded material Grading-II Twelve and

spreading in uniform layers with motor grader One Paisa Only

on prepared surface, mixing by mix in place

method with rotavator at OMC, and

compacting with vibratory roller to achieve the

desired density, complete as per clause 401.B

7 974.00 Cu.mt. Construction of Granular Sub Base by 759.62 Rupees Seven Cu.mt.

providing coarse graded machine crushed B. T. Hundred Fifty

material satisfying MOST Specification of Sixty Two Only

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%

8 914.00 Cu.mt. Providing, laying, spreading and compacting 835.26 Rupees Eight Cu.mt.

graded stone aggregate to Wet Mix Macadam

specification including premixing the Material Twenty Six

with water at OMC in mechanical mix plant Only

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 8378.00 Sq.mt. Providing and applying evenly Priming Coat 72.03 Rupees Sq.mt.

with Emulsion Asphalt at the rate of 7.50 Kg. / and Paise

10 Sq.mt. on road surface using Emulsion SS-1 Three Only

(Hincol Made) pressure sprayer etc. complete

including the cost of Asphalt.

10 642.30 M.Ton. Providing, laying Bituminous Base Course 37.5 2435.65 Rupees Two M.Ton.

mm thick compacted in One layers with tack Thousand Four

coat of Emulsion RS-1 at the rate of 2.5 Kg / 10 Five and Paise

Sq.mt. and using B.T. stone aggregates of Sixty Five Only

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.

11 452.60 M.Ton. Providing & laying 25 mm thick Open Graded 3126.43 Rupees Three M.Ton.

(compacted) Bituminous Carpet considering

0.66 Cu.mt. / 10 Sq.mt. stone chips for one Twenty Six and

M.Ton as per specification, using the asphalt at Paise Forty

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 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.

12 237.60 M.Ton. Providing and laying Seal Coat with B.T. 3383.32 Rupees Three M.Ton.

aggregate as specified using aggregate at the

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

30 grade for mixing with aggregate at the rate and Paise

of 4.5% i.e. 45.00 Kg. / M.T. of total mix Thirty Two

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 8430.50 Sq.mt. Providing and laying Asphalt Painting on B.T. 34.95 Rupees Thirty Sq.mt.

Surface with bitumen V.G. 30 at rate of 5 Kg. / Four and Paise

10 Sq.mt. including spreading stone dust on Only

painting surface at the rate of 0.03 Cu.mt. /

14 4.00 No. Providing and fixing ordinary Kilometer Stone 704.33 Rupees Seven No.

of precast C.C. 1:2:4 including necessary Hundred Four

reinforcement as per I.R.C. type design in C.C. Thirty Three

1:4:8 including lettering and painting etc. Only

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

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

painting etc. complete. (I) Fixing in C.C. 1:5:10

16 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 sheeting as Six and Paise

per specification fixed over aluminium Ninety Only

sheeting two mm thick as logo board with

vertical support of M.S. angle and 35 mm x

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.

17 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. Rectangle as Paise Thirty Six

per the desing of IRC - 67 - 1977 per trected Only

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 2.00 No. Direction Sign (Junction Board): Providing and 14831.71 Rupees No.

fixing sing boards made out of 2mm

aluminium sheet; size 244 x 122cms. rectangle Hundred Thirty

as as per the design of IRC-67-1977 pre treated One and Paise

with phospheting process & acid etching;

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; 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 4.00 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 cms. and Paise Sixty

equilateral triangle as per design of IRC-67- Six Only

1977. Pre treated with phospheting 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) Enginee Grade.

20 31.50 Sq.mt. Road marking with Hot Applied Thermoplastic 367.72 Rupees Three Sq.mt.

Paints with reflectorising glass beads on

bitumin surface providing and laying a hot Paise Seventy

applied thermoplastic compound 2.5 mm thick Two Only

including 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 130 mcd/m2/lux and Asphalt road shall

be min 100 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

21 2.00 No. Regulatory/ Mandatory Sign: SPEED LIMIT 3439.81 Rupees Three No.

Providing and fixing sing boards made out of

2mm aluminium sheet; size 60cms. diameter Nine and Paise

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

treated with phospheting process & 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.

22 2.00 No. STOP SIGN : Providing and fixing sing boards 4676.06 Rupees Four No.

made out of 2mm aluminium sheet; size 90 x

90cms. rectangle as per the design of IRC-67- Seventy Six and

1977 pre treated with phospheting process & Paise Six Only

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 Seventy Four Lakhs Sixty Eight Thousand Nine Hundred Ninety Four and Paise Eighty

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. 7468994.83 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