Mukhyamantri Bordar Village Sarvangi Utkars Yojna-2025-26 Construction Of Various Road in Kaprada Taluka Dist. Valsad. (Total 4 Roads, 4.80 Km) (1) Karchond main road to Savarset faliya to Adimjuth Ratanbhai Ganvajibhai Savras Maholla to Joning Ketaki Village (VR-NP) km 0/0 To 2/0 (2) Tiskari jungle main road to Kosimpada faliya to Seltichimali mal mandir Road. (VR-NP) km 0/0 To 1/0 (3) Madhuban Roi faliya to Samsanbhumi Road. (VR-NP) km 0/0 To 0/800 (4) Raymal Dungari Faliya main road to Primary school to Anganwadi to Smasanbhumi Road. (VR-NP) km 0/0 To 1/00. Tal. Kaparada, Dist. Valsad

Name of work: Mukhyamantri Bordar Village Sarvangi Utkars Yojna-2025-26

Construction Of Various Road in Kaprada Taluka Dist. Valsad. (Total 4 Roads,

4.80 Km) (1) Karchond main road to Savarset faliya to Adimjuth Ratanbhai

Ganvajibhai Savra's Maholla to Joning Ketaki Village (VR-NP) km 0/0 To 2/0 (2)

Tiskarijungle main road to Kosimpada faliya to Seltichimali mal mandir Road.

(VR-NP) km 0/0 To 1/0 (3) Madhuban Roi faliya to Samsanbhumi Road. (VR-NP)

km 0/0 To 0/800 (4) Raymal Dungari Faliya main road to Primary school to

Anganwadi to Smasanbhumi Road. (VR-NP) km 0/0 To 1/00. Tal. Kaparada, Dist.

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total

No. estimated but Amount

may be more or according to

1 1.20 Hect. Clearing and grubbing road land including 34796.29 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 4266.00 Cu.mt. Earth work in cutting in all coats of soil and 104.04 Cu.mt.

soft murrum including conveying and putting

the stuff in spoil bank maintaining minimum

distance of five meter between top edge of

cutting and top of spoil bank.

3 52.50 Rmt Supplying and fixing reinforced concrete heavy 1952.00 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) 600mm dia.

4 5789.06 Cu.mt. Earthwork for embankment including breaking 169.44 Cu.mt.

clods, dressing with all lead and lift and

including watering rolling and consolidation of

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

density including filling the depression which

occur during the process using power roller 8T

to 10T.(E) From Borrow area within 3.0KM.

5 576.00 Cu.mt. lead

Supplying, Stacking and Spreading the Hard 706.70 Cu.mt.

Murrum including rolling and watering etc.

6 2295.00 cu.mt. Construction of granular sub-base by providing 705.07 cu.mt.

coarse graded material grading-II, spreading in

uniform layers 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,

complete as per clause 401.B

7 2244.10 Cu.mt. Construction of Granular Sub Base by 751.33 Cu.mt.

providing 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), 2.36 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.

8 3009.00 Cu.mt. complete.

Providing, laying, spreading and compacting 832.88 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.

9 18622.00 Sq.mt. Providing and applying evenly Priming coat 43.51 Sq.mt.

with emulsion asphalt at the rate of 7.50 Kg/

10 Sq.m on road surface using emulsion SS-1

(Himcol Made) pressure spreayer etc. complete

including the cost of asphalt

10 1536.40 M.Ton Providing & laying 37.50 mm. thick 2670.93 M.Ton

compacted Bituminous Macadam with using

RS1 Emulsion for tack coat at 2.50 Kg /

Sq.Mt. using stone aggregate as per gradation

and aspahlt grade VG-30 at 3.40 % by weight

of total mix hot laid process with drum mix

plant including consolidation with vibrating

roller including operating plant and machinery

cost of asphalt, fuel, oil, lubricant and labour

charges etc. complete.

11 1070.80 M.Ton Providing & laying 25 mm. thick SDBC using 3321.01 M.Ton

B.T. stone chips as per MORTH gradation and

specification with asphalt VG-30 at the rate of

50.00 kg. / M.Tone of total wt. for mix i.e.

(5.00 % ) by weight of total mix of bitumen

including mixing aggregates & asphalt by

continuous batching drum mix plant &

spreading the same by paver finisher including

rolling & consolidation with 10 - 12 tonnes

vibratory roller & providing tools 7 plants, fire

wood, oil, kerosene, labour charges using

contractor's own machineries etc. complete.

12 18622.00 Sq.mt. Providing and laying asphalt painting on B.T. 31.98 Sq.mt.

surface with bitumen VG-30 at rate 5.00Kg /

10Sq.mt. including spreading stone dust for

painting surface at rate of 0.03 cu.mt. /

Providing and fixing ordinary kilometer stone 704.33 No.

of 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.)

14 19.00 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.

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)..

16 4.00 No. TASP/VKY Logo Board:- Providing and 4545.00 No.

fixing MMGSY Logo Board made out of 2mm

aluminium sheet, as per the drawing & design.

Pre treated with phospheting 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,

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)Engineering grade.

17 8.00 No. Village name/ Bump Ahed sign :-Providing 5045.36 No.

and 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

18 102.95 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 130 mcd/m2/lux and Asphalt road shall be

min 100 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

19 365.10 Cu.Mt should be two

Excavation foryears.

foundation up to 1.5m depth 248.16 Cu.Mt

including sorting out and stacking of useful

material and disposing off the excavated stuff

as directed by Engineer in charge with all lead

and lift in (2) Dense or hard Soil.

20 41.10 Cu.Mt Providing & filling in foundation with ordinary 3240.34 Cu.Mt

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing

21 347.00 Cu.Mt complete.

Providing & filling in foundation with ordinary 3610.39 Cu.Mt

cement concrete M 150 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing

22 70.00 Rmt complete.

Supplying fixing & joining reinforced concret 3446.50 Rmt

heavy duty non pressure pipe carrying indian

railway standard with collars for culverts

carring heavy traffic as per Indian railway

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

900mm dia internal

23 70.00 No. Providing and fixing Guard stone as per I.R.C. 349.11 No.

type design including white washing etc.

complete (II) Fixing in C.C. 1:5:10

24 7.00 No. Providing and fixing 20cm x 15cm x 2.5cm 279.69 No.

thick year plate of marble stone set in C.M. 1:4

including Finishing and engraving letters, etc.

25 261.94 Sq.mt. White washing with lime on wall surface (two 12.41 Sq.mt.

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust, mortar drops and other foreign

26 68.00 Sq.mt. Providing and laying - Fitter Media 600mm 1248.74 Sq.mt.

thick directed at the back of abutments, returns

and wing walls as per detailed specifications

27 0.96 M.T. Providing and fixing in position ISI mark TMT 73217.53 M.T.

(Fe-500) bar for temperature reinforcement for

mass concrete pier/abutment returns including

cutting bending and tying as required complete

28 68.00 No Providing weep holes in abutment, returns 84.95 No

using 100 mm. dia A.C. pipe with C.I. grating

including cutting, placing the pipe in required

slope and position as directed etc. complete.

(As per detailed specification)

29 54.00 Cu.Mt. Earth work for embankment including 152.51 Cu.Mt.

breaking clods dressing with all lead & lifts

and including watering rolling and

consolidation of sub grade in layers of O.M.C.

to required dry density including filling in

depressions which occure 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%

Rs. One Corer Eighty Eight Lack Ninty Two Thousand Eight Hundred Twenty Six and Paise Fourty Nine O

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 rate of input rate mentioned in all the tender.

Signature of Bidder Executive Engineer

Panchayat (R&B) Division