Suvidhapath Yojana Year -2025-26 Construction of Various RCC Road in Navsari Taluka Dist. Navsari. Pkg-1 (Total 2 Roads, 0.620 Km) (1) Construction of RCC Road On Nagdhara Mahudi Puni Road .(CH:- 0/0 to 0/370) (M.D.R) (2) Construction of RCC Road On Ambada Sadlav Navatalav Road.(CH:- 2/2 to 3/2) (O.D.R) Tal. Navsari. Dist. Navsari.

Name of work: Suvidhapath Yojana Year -2025-26

Construction of Various RCC Road in Navsari Taluka Dist. Navsari. Pak-1

(Total 2 Roads, 0.620 Km) (1) Construction of RCC Road On Nagdhara

Mahudi Puni Road .(CH:- 0/0 to 0/370) (M.D.R) (2) Construction of RCC

Road On Ambada Sadlav Navatalav Road.(CH:- 2/2 to 3/2) (O.D.R) Tal.

Navsari. Dist. Navsari.

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total Amount

It. Quantities Item of work Estimated Unit Total Amount

No. estimated but In figures according to

may be more or Rs. Ps. estimated

1 0.31 Hect. Clearing and grubbing road land including 34889.38 Hect.

uprooting rank vegetation, grass bushes, shrubs,

saplings and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of

unserviceable materials.(D) By mechanical

means in area of thorny jungle.

2 2616.60 Cu.mt. Box cutting the road surface to proper slope and 106.81 Cu.mt.

camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 50Mt.lead.

3 4564.50 Sq.mt. Rolling and consolidation of soling including 22.75 Sq.mt.

filling in depression which occur during the

process, with power roler 8 tonne to 12 tonne.

4 30.00 Rmt Supplying and fixing reinforced concrete heavy 659.99 Rmt

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(iii)

5 119.00 Cu.mt. Providing and laying cement concrete 1:3:6 (1- 3060.65 Cu.mt.

Cement : 3- Coarse sand : 6- graded stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

6 503.00 Cu.mt. Construction of Granular Sub Base by providing 780.88 Cu.mt.

coarse graded machine crushed B. T. material

satisfying MOST Specification of Grading - I

using 53 mm to 26.5 mm @ 30% (M.C. Metal),

26.5 mm to 4.75 mm @ 60% (M.C.Metal),

mm below @ 10% (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.

7 480.00 Cu.mt. Providing, laying, spreading and compacting 1035.46 Cu.mt.

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC 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 density.

8 494.90 Cu.mt Construction of dry lean cement concrete Sub- 2907.74 Cu.mt

base over a prepared sub-grade with coarse and

fine aggregate conforming to IS: 383, the size of

coarse aggregate not exceeding 25 mm,

aggregate cement ratio not 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

days, mixed in a batching plant, transported to

site, laid with a paver with electronic sensor,

compacting with 8-10 tonnes vibratory roller,

finishing and curing.

9 832.40 Cu.mt Construction of un-reinforced,dowel jointed at 5623.47 Cu.mt

expansion and construction joint only,plain

cement concrete pavement thickness as per

design,over a prepared sub base with 43 grade

cement or any other type as per engineer

incharge directed M-30 (grade) using cement @

500.00kg per Cum coarse and fine aggregate

conforming to IS 363 maximum size of coarse

aggregate not exceeding 25mm size in a concrete

mixer of not less then 0.20cum.capacity and

appropriate weigh batcher using approved mix

design,laid in approved fixed side form work

(Steel channel,laying and fixing of 125 micron

thick polythene film,wedges,steel plates

including levelling the formwork as per

drawing),spreading the concrete with

shovels,rakes,compacted using needle,screened

and plate vibrators and finished in

continuous,operation including strips,primer

sealent,0.50mt long 25mm dia dowel bars and

construction joints,admixtures as approved

curing of concrete for 14 days,curing compound

(where specified) and water finishing to lines

and grade as per drawing and technical

specification clause

10 957.20 Sq.mt. Providing and fixing pre-cast Rubber Dye / steel 684.58 Sq.mt.

Dye inter locking concrete block 60mm thick

with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 :

including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and level

as per guidlines of IRC : SP 63-2018 etc.

11 2.00 No. Providing and fixing ordinary kilometer stone of 704.33 No.

precast C.C. 1:2:4 including necessary

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

1:4:8 including lettering and painting etc.

complete. (For OD.R. & V.R.)

12 2.00 No. Providing and fixing Hectometer stone as per 356.50 No.

I.R.C. type design including lettering and

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

13 2.00 No. Informatory sings: Providing and fixing sing 3856.90 No.

boards made out of 2mm aluminium sheet; size

80 x 60cms. rectangle as per the design of IRC-

67-1977 pre treated with phospheting process &

acid teching; coated with one coat of

epoxyprimer and two coats of best qualityepoxy

paint; reflectorised with retro refiective sheeting

as per latest M.O.S.T. Specifications; 3.1m long

stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy

coatings in black and whitebends. the details of

symbol for eachboard shall details of symbol for

eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be

in 1:2:4 CC block of size 45 x45 x 60cms. for

each leg. including excavation curing tec.

complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)..

14 3.00 No. Village name/ Bump Ahed sign :-Providing and 5045.36 No.

fixing sing boards made out of 2mm aluminium

sheet; size 90 x 60cms. rectangle as as per the

design of IRC-67-1977 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 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.(A)

Engineer Grade(VR)...

15 2.00 No. Direction sign (Junction board):-Providing and 14831.71 No.

fixing sing boards made out of 2mm aluminium

sheet; size 244 x 122cms. rectangle as as per the

design of IRC-67-1977 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 x5mm 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.(A) Engineer

16 120.00 Sq.mt. Road marking with hot applied thermoplastic 367.72 Sq.mt.

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excludingof 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 lifeduring 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.

17 109.00 No Cat Eye / Road Stud / RPM: Supplying of 217.40 No

Molded Twin Shanks Raised Pavement Markers

made of polycarbonate and ABS moulded body

and reflective panels with micro prismatic lens

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 DO III Dt

11.06. 1997. The height, width and length shall

not exceed 20mm, 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 strength of detachment of the

integrated cylindrical shanks, (of diameter not

less than 19 +/- 2 mm and height not less than

30+/- 2 mm) from the body is to be a minimum

value of 500 Kgf. Fixing will be by drilling holes

on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as

per manufacturers recommendation and The

color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

18 7.00 Nos Regulatory/Mandatory signs :Providing and 3439.81 Nos

fixing sing boards made out of 2mm aluminium

sheet; size 60cms. diameter circle as per the

design of IRC-67-1977 pre 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)

Engineering grade.

19 6.00 Nos STOP SIGN:-Providing and fixing sing boards 4676.06 Nos

made out of 2mm aluminium sheet; size 90 x

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

1977 pre treated with 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) Engineering grade.

20 4.00 No Supplying & fixing R.C.C. Benches of RCC 7575.00 No

1:2:4 Finished with chaina mozaq tiles chips and

etc. Complete.(As per M.R.)

Rs. Eighty Six Lack Fourty Eight Thousand One Hundred Fourty Seven and Paise Fifty Four Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent

should be written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender

works out as under.

*Estimated amount *Estimated amount

put to tender Rs. _____________ put to tender Rs. _______________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note 1:- The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

Note 2 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 3:- GST and Income tax TDS will be deducted at a source while making payments of bills

Note 4:- In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R.

therefore in R.C.C. items where there is a change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the

Signature of Bidder Executive Engineer

Panchayat (R&B) Division