New Gujarat Pattern : 2025 - 2026 Construction of Multiple Works in Chikhli Taluka District Navsari Package No.11 [Total 4 Works] 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 0.83 Hect. Clearing and Grubbing Road land including 34679.20 Rupees Thirty Hect.

uprooting rank vegetation, grass brushes, Thousand Six

shrubs, saplings and trees girth up to 300mm Hundred

removal of stumps of trees cut earlier and

disposal of unserviceable materials By Twenty Only

mechanical means in area of All type of Jungle.

2 1416.00 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 92.50 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

carring heavy traffic as per Indian railway Paise Thirty

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 1381.00 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

5 199.00 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 standard Eight Only

size etc. complete.

6 148.00 Cu.mt. Construction of Granular Sub Base by 712.01 Rupees Seven Cu.mt.

providing coarse graded material Grading-II Hundred

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

7 425.00 Cu.mt. Construction of Granular Sub Base by 757.11 Rupees Seven Cu.mt.

providing coarse graded machine crushed B. Hundred Fifty

T. material satisfying MOST Specification of Paise Eleven

Grading - I using 53 mm to 26.5 mm @ 35% Only

(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.

8 619.00 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 and Paise

with water at OMC in mechanical mix plant Twenty Six

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 5651.00 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.

10 427.70 M.Ton. Providing, laying Bituminous Base Course 37.5 2435.65 Rupees Two M.Ton.

mm thick compacted in One layers with tack Thousand

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

Sq.mt. and using B.T. stone aggregates of and Paise Sixty

required gradation and asphalt (VG-30) grade Five Only

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.

11 299.40 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

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

rate 33.60 Kg. / M.Ton (i.e. 3.36% by weight of Only

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.

12 154.00 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 - Hundred

30 grade for mixing with aggregate at the rate Eighty Three

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

including heating and mixing in hot / drum Only

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 5703.00 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 6.00 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 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 as Fifty Six and

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

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 6.00 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 Paise Thirty

as per the desing of IRC - 67 - 1977 per trected Six 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 6.00 No. Direction Sign (Junction Board): Providing and 14831.71 Rupees No.

fixing sing boards made out of 2mm

aluminium sheet; size 244 x 122cms. Eight Hundred

rectangle as as per the design of IRC-67-1977 Thirty One and

pre treated 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 8.00 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. Eight and

equilateral triangle as per design of IRC-67- Paise Sixty Six

1977. Pre treated with phospheting process & Only

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 24.50 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 Two Only

thick 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

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

made out of 1.5 mm aluminium sheet / 3 mm

ACP (Aluminium Composite Panel) : size Hundred

60x50 rectangular as per design of IRC-67- Eleven and

2012. Pre treated with phospheting process Paise Seventy

and acid etching, coated with one 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 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. (A) Class -B

Type -4 Retro Reflective Sheeting.

22 4.00 No. Regulatory/ Mandatory Sign: SPEED LIMIT 3439.81 Rupees Three No.

Providing and fixing sing boards made out of 2mm Thousand

aluminium sheet; size 60cms. diameter circle as Four Hundred

per the design of IRC-67-1977 pre treated with

phospheting process & acid eteching; coated with Eighty One

one coat of epoxy primer and two coats of best Only

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.

23 2.00 No. Hazard Marker Sign : Providing and fixing sign 3518.69 Rupees Three No.

boards made out of 2.0 mm aluminium sheet / 4 Thousand Five

mm ACP (Aluminium composite Panel); size 90x30 Hundred

cms. rectangular as per design of IRC-67-2012. Pre Eighteen and

treated with phospheting 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-

24 4.00 No. B Type-4

SIGN Reflective

: Providing andsheeting

fixing sing boards made 4676.06 Rupees Four No.

out of 2mm aluminium sheet; size 90 x 90cms. Thousand Six

rectangle as per the design of IRC-67-1977 pre Hundred

treated with phospheting process & acid teching;

coated with one coat of epoxy primer and two coats Only

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.

25 16.00 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

26 167.40 Cu.mt. Providing & Filling in Foundation with 3304.02 Rupees Three Cu.mt.

Ordinary cement concrete M100 mix and Thousand

providing necessary vertical pin headers Hundred Four

including formwork, vibrating ramming and and Paise Two

curing complete. Only

27 150.00 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

28 16.50 Cu.mt. Providing & Filling in Foundation with 4044.11 Rupees Four Cu.mt.

Ordinary Cement Concrete M 200 mix and Thousand

providing necessary vertical pin headers Paise Eleven

including formwork vibrating ramming & Only

curing complete.

29 17.00 Sq.mt. Providing and Laying Filter Media 600mm 1279.96 Rupees One Sq.mt.

thick directed at the back of abutment, returns Seventy Nine

and wing wall as per detailed specifications. Ninety Six Only

30 5.35 M.Ton. Providing and Fixing in position ISI mark TMT 73858.69 Rupees M.Ton.

Fe 500 bar for temperature reinforcement Thousand

mass concrete piers / abutments returns

Fifty Eight and

including cutting, bending, and tying complete Paise Sixty

as per detailed drawing.

31 17.00 No. Providing and laying Weep Hole in abutment 87.07 Rupees Eighty No.

and return wall by using P.V.C. pipes of 100 Seven and

mm diameter including laying in proper grade Only

and jointing etc. complete as per detailed

32 23.40 Cu.mt. Earthwork for Embankment for including 156.33 Rupees One Cu.mt.

breaking clods, dressing with all lead and lift

including watering rolling & consolidation of Thirty Three

subgrade in layers at O.M.C. to required dry Only

density including filling the in depression

which occurs during the process using

vibratory roller 80 to 100 KN (E) From

Borrow area within 3.00 Km Lead Having

C.B.R. More than 5.00%

33 177.20 Cu.mt. Providing and Casting in situ Controlled 5373.90 Rupees Five Cu.mt.

Cement Concrete M 250 For Solid Slab Three

including cantering, scaffolding, curing and Seventy Three

finishing complete. Ninety Only

34 3.54 M.Ton. Providing and Placing in position FE 500d 73243.02 Rupees M.Ton.

TMT Bar reinforcement including cutting, Thousand Two

bending, hooking and tying complete as per Three and

detailed drawing. (A) Solid Slab

35 600.00 Sq.mt. Providing and fixing pre-cast Rubber Dye / 740.51 Rupees Seven Sq.mt.

Steel Dye inter locking Concrete Block 60mm

and Paise Fifty

thick with grade of concrete M300 pneumatic One Only

compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 :

2006 including 35 mm Sand layer for levelling

and filling the joint with sand in proper line

and level as per guidelines of IRC : SP 63-2018

Rupees Eighty Two Lakhs Sixty Eight Thousand Nine Hundred Ninety Seven and Paise Fifty Two

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. 8268997.52 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