MMGSY Year 2025-26 (86-5054-04-337-15 Sr. No. 1) (ER TO BT) Construction Of Supa Village S wami Vivekanand Netra Mandir Hospital To Vaghech Village Joining Road (VR NP) (1st Re-invite)

Name of work: MMGSY Year 2025-26 (86-5054-04-337-15 Sr. No. 1)(ER TO BT)

Construction Of Supa Village Swami Vivekanand Netra Mandir Hospital To

Vaghech Village Joining Road (VR NP)

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 0.45 Hect. Clearing and grubbing road land including uprooting 34889.38 Hect.

rank vegetation grass bushes,shrubs,sapling 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 1648.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft 106.81 Cu.mt.

murrum including conveying and putting the stuff in

spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil bank.

3 65.00 Rmt Supplying fixing & joining reinforced concret heavy 1968.38 Rmt

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 600mm dia

4 2067.98 Cu.mt. Earthwork for embankment including breaking clods, 173.67 Cu.mt.

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 48.00 Cu.mt. Providing and laying cement concentrate 1:3:6 (1 3080.90 Cu.mt.

cement : 3 coarse sand : 6 hand broken stone

aggregates 40 mm nominal size) and curing complete

excluding cost of form work in (A) Foundation and

6 168.40 Cu.mt. Providing and laying cement concrete work 1:2:4 (1- 3713.67 Cu.mt.

Cement :2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost

of formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base or columns

and Mass concrete

7 8420.00 K.g Providing TMT Bar FE 500D reinforcement for R.C.C. 77.29 K.g

work including bending, binding and placing in

position complete upto floor two level

8 120.00 Cu.mt. Filling in foundation and plinth with murrum or 296.29 Cu.mt.

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc. complete

9 212.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 819.11 Cu.mt.

including rolling and watering etc. Complete.

10 1297.90 cu.mt. Construction of granular sub-base by providing coarse 750.68 cu.mt.

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

11 1326.70 Cu.mt. Construction of Granular Sub Base by providing coarse 798.30 Cu.mt.

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. complete.

12 1421.90 Cu.mt. Providing, laying, spreading and compacting graded 875.29 Cu.mt.

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

13 9029.00 Sq.mt. Providing and applying evenly Priming coat with 71.93 Sq.mt.

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

14 677.20 M.Ton Providing and laying bituminous base course 37.5mm 2284.52 M.Ton

thick compacted in one layer with tack coat of

Emulsion RS1 at the rate of 2.5 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

15 325.10 M.Ton Providing and laying seal coat with B.T. aggregate 3396.63 M.Ton

as specified using aggregate at the rate of

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.

16 744.90 M.Ton Providing & laying 37.50mm. thick compacted 2956.82 M.Ton

Bituminous Macadam with using RS1 Emulsion for

tack coat at 2.50 Kg / 10 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.

17 9029.00 Sq.mt. Providing and laying asphalt painting on B.T. surface 34.97 Sq.mt.

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.

18 3.00 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

painting,lettering etc. complete (For O.D.R and V.R.)

19 6.00 No. Providing and fixing Hectometer as per I.R.C. type 356.50 No.

design including painting, lettering etc. complete.(ii)

Fixing in C.C. 1:5:10

20 1.00 No. Informatory Signs :-Providing and fixing sing boards 3856.90 No.

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)...

21 1.00 No MMGSY Logo Board:- Providing and fixing MMGSY 5050.00 No

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 45 x

cms for each leg, including excavation curing etc.

complete under the supervision of Engineer-In-Charge

(A)Engineering grade.

22 2.00 No. Village name Sign :-Providing and fixing sign boards 5045.36 No.

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel);size 90x60 cms.

rectangular as per design of IRC-67-2012. Pretreated

with phospheting process & acid etching; coated with

onecoat of epoxy primer and two coats of best quality

epoxy paint ;reflectorised with High Intensity Prismatic

Grade retrorefiectivesheeting of Type-4 as per ASTM

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

stand post of Iron Angle 75 x75 x 6mm / 65NB

Circular MS Pipe as required and framefabricated from

suitable size iron angle of 35 x 35 x 3mm; paintedwith

bestquality epoxy coatings in black and white bends.

thedetails of symbol or inscription / numerals for each

board shall be asper the instruction of engineer in

charge. The fixing at site shall bein 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg

includingexcavation, curing etc.complete under the

supervision of engineer incharge. A warranty for 7

years for the Retro reflective sheeting fromoriginal

23 327.50 Cu.Mt Excavation for foundation upto 1.5 m depth including 254.36 Cu.Mt

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

24 36.60 Cu.Mt Providing and filling in foundation with ordinary 3304.02 Cu.Mt

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

25 465.60 Cu.Mt Providing & filling in foundation with ordinary cement 3957.22 Cu.Mt

concrete M 150 mix and providing necessary vertical

pin headers including formwork vibrating ramming &

curing complete.

26 45.00 Rmt Supplying and fixing reinforced concrete heavy duty 3469.26 Rmt

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.(v) 900mm dia.

27 32.00 No. Providing and fixing guard stone as per I.R.C. type 350.80 No.

design including white washing etc. complete.(ii)

Fixing in C.C. 1:5:10

28 3.00 No. Providing and fixing 20cm. x 15cm x 2.5 cm. thick 279.69 No.

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

finishing and engraving letters etc. complete.

29 121.06 Sq.mt. White washing with lime on wall surface (two coats) to 12.73 Sq.mt.

give an even shade including thoroughly booming the

surface to remove all dirt, dust; mortar drops and other

foreign matter.

30 202.50 Sq.mt. Providing and laying - Fitter Media 600mm thick 1279.96 Sq.mt.

directed at the back of abutments, returns and wing

walls as per detailed specifications

31 1.67 M.Ton Providing and fixing in position ISI mark TMT (Fe- 73858.69 M.Ton

500) bar for temperature reinforcement for mass

concrete pier/abutment returns including cutting

bending and tying as required complete

32 203.00 No. Providing weep holes in abutment, returns using 100 87.07 No.

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)

33 1120.00 Sq.mt. Finishing wall with weather proof exterior emulsion 117.40 Sq.mt.

paint on wall surface (two coats) to give an required

shape even shade after thoroughly brushing the surface

to remove all dirt, and remains of loose powdered

materials.etc complete

34 500.00 Cu.Mt Earth work for embankment including breaking clods 156.33 Cu.Mt

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 Fourty Two Lack Fifty Eight Thousand Six Hundred Fifty Eight and Paise Sixty 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

*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