Suvidhpath Yojana : 2025 - 2026 Construction of Chikhli Main Road to Khundh Sahyog Society to Khundh Village Joining Road RCC Road Ch.0/0 to 0/2 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 0.04 Hect. Clearing and Grubbing Road land including 34889.50 Rupees Thirty Hect.

uprooting rank vegetation, grass brushes, Four

shrubs, saplings and trees girth up to 300mm Eight

removal of stumps of trees cut earlier and Hundred

disposal of unserviceable materials By Eighty Nine

mechanical means in area of All type of and Paise

Jungle. Fifty Only

2 275.00 Cu.mt. Dismentalling the existing structure including 932.65 Rupees Nine Cu.mt.

removing and stacking the dismentelled Thirty Two

materials as and where directed. (A) R.C.C.

3 683.20 Sq.mt. Box Cutting the road surface to proper slope 106.81 Rupees One Sq.mt.

and camber for making a base for road work Hundred Six

including removing the excavated stuff and Eighty One

depositing on the road side slope as directed Only

up to 50Mt. lead.

4 1220.00 Sq.mt. Rolling and Consolidation of Soling incuding 22.75 Rupees Sq.mt.

filling the depressions which occur during the and Paise

process with power roller exceeding 8 tonne Seventy Five

and not exceeding 12 tonne

5 12.00 Cu.mt. Providing and laying Cement Concrete 1:3:6 3060.65 Rupees Three Cu.mt.

(1- Cement : 3- Coarse sand : 6- graded stone Thousand

aggregates 40 mm nominal size) and curing Paise Sixty

complete excluding cost of formwork in (A) Five Only

Foundation and Plinth

6 122.00 Cu.mt. Construction of Granular Sub Base by 613.73 Rupees Six Cu.mt.

providing coarse graded machine crushed B.

T. material satisfying MOST Specification of Paise Seventy

Grading - I using 53 mm to 26.5 mm @ 35% Three 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.

7 116.00 Cu.mt. Providing, laying, spreading and compacting 863.30 Rupees Eight Cu.mt.

graded stone aggregate to Wet Mix Macadam

specification including premixing the Material Paise Thirty

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.

8 150.80 Sq.mt. Construction of Dry Lean Cement Concrete 2626.40 Rupees Two Sq.mt.

Sub- base over a prepared sub-grade with

coarse and fine aggregate conforming to IS: Twenty Six

383, the size of coarse aggregate not and Paise

exceeding 25 mm, aggregate cement ratio not Forty Only

to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, cement

content not to be less than 220 kg/ cum,

optimum moisture content to be determined

during trial length construction, concrete

strength not to be less than 10 Mpa at 7 days,

mixed in a batching plant, transported to site,

laid with a fixed form paver or conventional

method, compacting with 8-10 tonnes

vibratory roller, finishing and curing etc.

9 254.40 Sq.mt. Construction of un-reinforced, dowel jointed, 5365.22 Rupees Five Sq.mt.

plain Cement Concrete Pavement over a

prepared sub base with concrete grade M30, Hundred Sixty

coarse and fine aggregate conforming to IS Five and Paise

383, maximum size of coarse aggregate not Twenty Two

exceeding 25 mm, mixed in a batching and

mixing plant as per approved mix design,

transported to site, laid with a fixed form or

slip form paver, spread, compacted and

finished in a continuous operation including

provision and cost of contraction, expansion,

construction and longitudinal joints, joint

filler, separation membrane, sealant primer,

joint sealant, deboning strip, dowel bar, tie

rod, admixtures recron fibers as approved,

curing compound, finishing to lines and

grades as per drawing and as directed by the

engineer in charge.

10 120.00 Sq.mt. Providing and fixing Pre-Cast Rubber Dye / 684.78 Rupees Six Sq.mt.

Steel Dye Inter Locking Concrete Block 80mm

thick with grade of concrete M300 pneumatic and Paise

compressed / vibrated mechanically and as Seventy Eight

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

11 1.00 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

12 1.00 No. Providing and fixing Hectometer Stone as per 356.50 Rupees Three No.

I.R.C. type design including lettering and Fifty Only

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

13 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 Hundred Fifty

per specification fixed over aluminiam Six and Paise

sheeting two mm thick as logo board with Ninety Only

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]

Enginnering Grade.

14 1.00 No. Village name / Bump Ahead Sign: Providing & 5045.36 Rupees Five No.

Fixing sign boards made out of 2 mm Forty Five and

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.

15 1.00 No. Direction Sign (Junction Board): Providing and 14831.71 Rupees No.

fixing sing boards made out of 2mm Thousand

aluminium sheet; size 244 x 122cms. Eight

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

pre treated with phospheting process & acid and Paise

etching; coated with one coat of epoxy primer Seventy One

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.

16 81.00 Sq.mt. Road marking with Hot Applied 367.72 Rupees Three Sq.mt.

Thermoplastic Paints with reflectorising glass

beads on bitumin surface providing and laying Paise Seventy

a hot applied thermoplastic compound 2.5 Two Only

mm 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.

17 34.00 No. Cat Eye / Road Stud / RPM: Supplying Raised 217.40 Rupees Two No.

Pavement Marker smade of polycarbonate

and ABS moulded body and reflectivepanels and Paise

with Micro prismatic lens (No Glass bead lens) Forty Only

capable of providing total internal reflection

of the light entering the lens face and shall

support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and

complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97 Ð

DO III Dt 11.06. 1997. The height, width and

length shall not exceed 20 mm, 130 mm and

130 mm and with minimum reflective area of

13 Sqcm on each side and the slope to the

base shall be 35 +/- 5 degree. The body of the

marker should having finger grip for easy and

accurate placement and application with

epoxy / bituminous Adhesive as

recommended by the manufacturer of the

marker. The color of the marker should be as

per the IRC 35-2015 and as directed by

Engineer-in-charge.

18 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 Thirty Nine

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

treated with phospheting process & acid Eighty One

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.

19 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

1977 pre treated with phospheting process & and Paise Six

acid teching; coated with one coat of epoxy Only

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 Twenty Four Lakhs Ninety One Thousand Six Hundred Ninety Seven and Paise Seventy

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. 2491697.73 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