MMGSY 2025-26 (96-5054-04-796-02 Sr.No 1-Earthen to BT) Construction of Baroliya Madhaldevi Faliya Chaudhari Maholla and Dhaneshbhai Maholla Road.(VR-NP) Km. 0/0 to 1/0 . [ Package : 07 ] , Tal. Dharampur, Dist. Valsad.

Name of work: MMGSY 2025-26 (96-5054-04-796-02 Sr.No 1-Earthen to BT)

Construction of Baroliya Madhaldevi Faliya Chaudhari Maholla and

Dhaneshbhai Maholla Road.(VR-NP) Km. 0/0 to 1/0 . [ Package : 07 ] , Tal.

Dharampur, Dist. Valsad.

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 may In figures according to

be more or less Rs. Ps. estimated

1 2 3 6 quantities

1 0.30 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.

2 810.00 Cu.mt. Earth work in cutting in all coats of soil and soft 104.04 Cu.mt.

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 22.50 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)

5 180.00 Cu.mt. Supplying, Stacking and Spreading the Hard 582.37 Cu.mt.

Murrum including rolling and watering etc.

6 742.00 cu.mt. Construction of granular sub-base by providing 578.16 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

7 713.80 Cu.mt. Construction of Granular Sub Base by providing 624.24 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.

8 652.00 Cu.mt. Providing, laying, spreading and compacting 702.06 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 4046.00 Sq.mt. Providing and applying evenly Priming coat 45.02 Sq.mt.

with emulsion asphalt at the rate of 7.50 Kg/

Sq.m on road surface using emulsion SS-1

(Himcol Made) pressure spreayer etc. complete

including the cost of asphalt

10 303.50 M.Ton Providing and laying bituminous base course 2190.74 M.Ton

37.5mm thick compacted in one layer with tack

coat of asphalt Emulsion RS-1 at the rate of

Kg / 10 Sqmt. and using B.T. stone aggregate or

required gradation and asphalt (VG-30) grade

for mixing @ 1.99 % by weight of total mix for

mixing 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

meterials, equipments, tools and plants, oil,

kerosene, fire wood, labour chrges etc. complete.

11 212.40 M.Ton Providing laying & rolling of 25 mm thick 2988.70 M.Ton

Open graded Premix bituminous carpet with

B.T. aggregate as specified and using RS1

Emulsion for tack coat at the rate of 2.5 kg/10

sq.mt. and using bitumen grade VG-30 for

Mixing with aggregate at the rate of 3.36 % i.e.

33.60 kg / M.T. of total mix including heating

and mixing in drum mix plant transporting and

spreading the same with paver finisher and

consolidation with vibratory roller including

necessary fire wood , oil , lubricant , labour

charges etc. using contractor's own drum mix

plant and equipment ,tool etc .complete in

accordance with the requirement of specification.

12 145.70 M.Ton Providing and laying seal coat with B.T. 3324.75 M.Ton

aggregate as specified using aggregate at the rate

of 0.24 Cu.mt./10 Sq. mt. and bitumen grade

VG-30 for mixing with aggregate at the rate of

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

including heating and mixing in drum mix plant

and transporting and spreading the same by

paver finisher and consolidation with vibratory

roller including necessary fire wood , oil

lubricant , labour charges using contractor's

own drum mix plant, machineries and

equipment tools etc. complete in accordance

with the requirement of specification .

13 4046.00 Sq.mt. Providing and laying asphalt painting on B.T. 34.47 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. / 10 sq.mt.

15 4.00 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

16 1.00 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)..

17 2.00 No. MMGSY Logo Board:- Providing and fixing 4545.00 No.

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, 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

x 60 cms for each leg, including excavation

curing etc. complete under the supervision of

Engineer-In-Charge (A)Engineering grade.

18 1.00 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)...

19 56.64 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.

20 117.40 Cu.Mt Excavation for 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.

21 12.50 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 complete.

22 104.70 Cu.Mt 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 complete.

23 15.00 Rmt 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

24 20.00 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

25 2.00 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.

26 74.84 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 matter.

27 34.00 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

28 0.49 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

29 34.00 No Providing weep holes in abutment, returns using 84.95 No

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)

30 31.20 Cu.Mt. Earth work for embankment including breaking 152.51 Cu.Mt.

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. Fourty Four Lack Eight Thousand Two Hundred Seventy Two and Paise Twenty Five 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

*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