Suvidhapath Yojana Year -2025-26 Constructing Various C.C. roads in Dharampur Taluaka , Package No. 5 ( 2 No Road. , 0.750 Km Length) (1) C.C. road on Asura Tetupada Road. Km (0/0 to 0/400) (2) C.C. road on Virval Desai Faliya to Smasanbhumi Road. (VR-NP) Km (3/6 to 4/00) Ta. Dharampur, Dist. Valsad

Name of work: Suvidhapath Yojana Year -2025-26

Constructing Various C.C. roads in Dharampur Taluaka , Package No. 5 ( 2 No Road.

0.750 Km Length) (1) C.C. road on Asura Tetupada Road. Km (0/0 to 0/400) (2) C.C. road

on Virval Desai Faliya to Smasanbhumi Road. (VR-NP) Km (3/6 to 4/00) Ta. Dharampur,

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Rates Unit Total Amount

It. Quantities Item of work Estimated Rates Unit Total Amount

No. estimated but In figures according to

may be more or Rs. Ps. estimated

1 0.15 Hect. Clearing and grubbing road land including 34889.38 Rs. Thirty Hect.

uprooting rank vegetation grass Four

bushes,shrubs,sapling and trees girth up to 300 Thousand

mm removal of stumps of trees cut earlier and Eight

disposal of unserviceable materials(D) By Hundred

mechanical means in area of thorny jungle Eighty Nine

2 2590.20 Cu.mt. Box cutting the road surface to proper slope and 104.04 Rs. One Cu.mt.

camber for making a base for road work Hundred

including removing the excavated stuff and Four and

depositing on the road side slope as directed upto Paise Four

50Mt.lead. Only.

3 4504.00 Sq.mt. Rolling and consolidation of soling including 22.36 Rs. Twenty Sq.mt.

filling in depression which occur during the Two and

process, with power roler 8 tonne to 12 tonne. Paise Thirty

4 30.00 Rmt Supplying and fixing reinforced concrete heavy 1952.00 Rs. One Rmt

duty non-pressure pipes with collars for culverts Thousand

carrying heavy traffic as per IS 458-1991 Nine

specifications including setting the pipes in C.M. Hundred

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

class NP3 of following internal daimeters.(iii) Only.

5 360.00 Cu.mt. Filling with hard murrum on side of paver block 494.90 Rs. Four Cu.mt.

in layer of 20cm thickness including watering, Hundred

ramming and consolidating etc. complete. Ninty Four

6 17.00 cu.mt. Consructing of granular sub-base Gr-II by 543.38 Rs. Five cu.mt.

providing course graded B.T. machine crushed Hundred

material satisfying MOST specification of Fourty Three

(grading II) using materials (26.5 mm to 4.75 and Paise

mm@ 75 per cent,2.36 mm below@25 per cent) Thirty Eight

including spreading in uniform layer with motor Only.

grader on prepared surface, mixing by mix in

place method with rotavator at OMC and

compacting with vibratory roller to achieve the

desired density etc. complete.

7 435.00 Cu.mt. Construction of Granular Sub Base by providing 667.04 Rs. Six Cu.mt.

coarse graded machine crushed B. T. material Hundred

satisfying MOST Specification of Grading - I Sixty Seven

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

26.5 mm to 4.75 mm @ 60% (M.C.Metal), 2.36 Four Only.

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.

8 619.00 Cu.mt. Providing and laying wet mix macadam base 749.82 Rs. Seven Cu.mt.

course 150mm thick as per MORTH Hundred

specification using machine crushed B.T. chips Fourty Nine

as per required gradation, mixing with required and Paise

optimum quantity of water, conveying the mix to Eighty Two

site of work, spreading in to grade and camber Only.

with paver/mechanical means and consolidation

each layer with vibratory roller to aschieve the

desired density including cost of material labour

plant and equipment etc. complete.

9 479.60 Cu.mt Construction of dry lean cement concrete Sub- 2617.11 Rs. Two Cu.mt

base over a prepared sub-grade with coarse and Thousand

fine aggregate conforming to IS: 383, the size of Six Hundred

coarse aggregate not exceeding 25 mm, Seventeen

aggregate cement ratio not to exceed 15:1, and Paise

aggregate gradation after blending to be as per Eleven

table 600-1, cement content not to be less than Only.

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.

10 844.30 Cu.mt Construction of un-reinforced,dowel jointed at 5388.15 Rs. Five Cu.mt

expansion and construction joint only,plain Thousand

cement concrete pavement thickness as per Three

design,over a prepared sub base with 43 grade Hundred

cement or any other type as per engineer Eighty Eight

incharge directed M-30 (grade) using cement @ and Paise

500.00kg per Cum coarse and fine aggregate Fifteen

conforming to IS 363 maximum size of coarse Only.

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

11 900.00 Sq.mt. Providing and fixing pre-cast Rubber Dye / steel 686.90 Rs. Six Sq.mt.

Dye inter locking concrete block 60mm thick Hundred

with grade of concrete M300 pnumatic Eighty Six

compressed / vibrated mechanically and as per and Paise

approved design Confirming to IS 15658 : 2006 Ninty Only.

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.

12 4.00 No. Providing and fixing ordinary kilometer stone of 704.33 Rs. Seven No.

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

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

1:4:8 including lettering and painting etc. Paise Thirty

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

13 2.00 No. Providing and fixing Hectometer stone as per 356.50 Rs. Three No.

I.R.C. type design including lettering and Hundred

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

14 2.00 No. Informatory sings: Providing and fixing sing 3856.90 Rs. Three No.

boards made out of 2mm aluminium sheet; size Thousand

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

67-1977 pre treated with phospheting process & Hundred

acid teching; coated with one coat of Fifty Six and

epoxyprimer and two coats of best qualityepoxy Paise Ninty

paint; reflectorised with retro refiective sheeting Only.

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)..

15 4.00 No. Logo Board:- Providing and fixing Logo Board 5050.00 Rs. Five No.

made out of 2mm aluminium sheet, as per the Thousand

drawing & design. Pre treated with phospheting Fifty Only.

process and acid etching coated with one coat of

epoxy primer and two coat of best quality epoxy

paint, refloctrorized with retro reflective

sheeting as per the latest M.O.S.T. specification,

3.1 Mt. long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3 mm,

75 x 75 x 6 mm 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)Engineer

16 2.00 No. Village name/ Bump Ahed sign :-Providing and 6397.43 Rs. Six No.

fixing sing boards made out of 2mm aluminium Thousand

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

design of IRC-67-1977 pre treated with Hundred

phospheting process & acid etching; coated with Ninty Seven

one coat of epoxy primer and two coats of best and Paise

quality epoxy paint; reflectorised with retro Fourty Three

refiective sheeting as per latest M.O.S.T. Only.

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)...

17 2.00 No. Providing & fixing junction boards made out of 6754.88 Rs. Six No.

4mm ACP sheet size 120 X 90 cms rectangle Thousand

with massage on both side of board, as per the Seven

design of IRC. Pre treated with phospheting Hundred

process and acid etching with one coat of epoxy Fifty Four

primer and two coats of best quality epoxy and Paise

paint,front side reflectorised with high intensity Eighty Eight

Micro Prismatic Grade Type -IV retro reflective Only.

sheeting as per the IRC-67 and latest MOST

specification and back side message / lettering

shall be painted with ready mix synthetic enemal

paints of superior quality in required shade and

color as specified, mounted on 2 nos of 3.6mt

long stand stand pst of iron angle 50x50x6mm

and frame fabricated from suitable MS angle of

40x40x3mm as required,painted with best

quality epoxy coating in black and white

bends.The details of the letters / symbols for

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 45x45x60 cms for each leg,

including excavation, curingetc complete under

the supervision of Engineer in charge.

18 150.00 Sq.mt. Road marking with hot applied thermoplastic 367.72 Rs. 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 and Paise

reflectorising glass beads @ 250gms per sqm Seventy Two

area, thickness of 2.5mm is excludingof surface Only.

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.

19 101.00 No Cat Eye / Road Stud / RPM: Supplying of 217.40 Rs. Three No

Molded Twin Shanks Raised Pavement Markers Hundred

made of polycarbonate and ABS moulded body Sixty Seven

and reflective panels with micro prismatic lens and Paise

capable of providing total internal reflection of Seventy Two

the light entering the lens face and shall support Only.

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.

20 6.00 Nos Chevron sign :-Providing and fixing sign boards 3711.75 Rs. Three Nos

made out of 1.5mm aluminium sheet / 3mm ACP Thousand

(Aluminum composite Panel); size 60x50cm Seven

rectangular as per design of IRC-67-2012. Pre Hundred

treated with phospheting process & acid etching; Eleven and

coated with one coat of epoxy primer and two Paise

coats of best quality epoxy paint ; reflectorised Seventy Five

with High Intensity Prismatic Grade retro Only.

refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.3 mtr

long stand post of Iron Angle 75 x75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle

of35x35x3mm; painted with bestquality 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

blockof 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

21 6.00 No report

Hazardfrom thirdSign

Marker party:-Providing

test lab forand

fixing sign 2423.74 Rs. Two No

boards made out of 2.0 mm aluminium sheet / 4 Thousand

mm ACP (Aluminum composite Panel); size Four

90x30 cms. rectangular as per design of IRC-67- Hundred

2012. Pre treated with phospheting process & Twenty

acid etching; coated with one coat of epoxy Three and

primer and two coats of best quality epoxy paint Paise

; reflectorised with High Intensity Prismatic Seventy Four

Grade retro refiectivesheeting of Type-4 as per Only.

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 bestquality 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

blockof 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

22 6.00 No Supplying & fixing R.C.C. Benches of RCC 7575.00 Rs. Seven No

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

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

23 49.00 Cu.Mt Excavation for foundation up to 1.5m depth 149.83 Rs. One Cu.Mt

including sorting out and stacking of useful Hundred

material and disposing off the excavated stuff as Fourty Nine

directed by Engineer in charge with all lead and and Paise

lift in (2) Dense or hard Soil. Eighty Three

24 6.00 Cu.Mt Providing & filling in foundation with ordinary 3240.34 Rs. Three Cu.Mt

cement concrete M 100 mix and providing Thousand

necessary vertical pin headers including Two

formwork vibrating ramming & curing complete. Hundred

25 31.00 Cu.Mt Provading & casting in situ ordinary cement 3610.75 Rs. Three Cu.Mt

concrete M 150 mix and providing necessary Thousand

pinheaders including , shuttering scaffolding Six Hundred

laying vibrating and finishing without V- Ten and

Grooves. (A) Heigth from 0.0 m to 5.0m for Paise

head wall Seventy Five

26 10.00 Rmt Supplying fixing & joining reinforced concret 5530.94 Rs. Five Rmt

heavy duty non pressure pipe carrying indian Thousand

railway standard with collars for culverts carring Five

heavy traffic as per Indian railway standard Hundred

specification including setting and joining the Thirty and

pipe in cement mortar 1:2 watering or laying (to Paise Ninty

level and slope )of I.S.class NP-3 1200mm dia Four Only.

27 0.30 M.T. Providing and fixing in position ISI mark TMT 56589.60 Rs. Fifty Six M.T.

(Fe-415) bar for temperature reinforcement for Thousand

mass concrete pier/abutment returns including Five

cutting bending and tying as required complete Hundred

28 41.28 Sqm. Wall painting two coats with plastic emulsion 80.35 Rs. Eighty

paint of approved brand and manufacturer on and Paise

wall surfaces to give an even shade including Thirty Five

thoroughly brushing the surface to remove all Only.

dirt, dust, mortar drops and other foreign matter.

Rs. Eighty Two Lack Twenty Nine Thousand Seven Hundred Twenty Seven and Paise Eighty Six 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.

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 rate of input rate mentioned in all the tender.

Signature of Bidder Executive Engineer

Panchayat (R&B) Division