MMGSY 2025-26 (96-5054-04-796-02 SR 12) Construction of Various Road in Ahwa Taluka Dist. Dang. Package No- 4 (Total 3 Roads ,4.0 Km) (1) Construction Of Wawanda Kuva Towards Road . km 0/0 To 2/000 (2) Construction Of Isdar ( Chikatiya) Village Road . km 0/0 To 1/000 (3) Construction Of Nadagkhadi Upla Faliya Road . km 0/0 To 1/000 Ta. Ahwa Dist. Dang.

Name of work: MMGSY 2025-26 (96-5054-04-796-02 SR 12) Construction of Various Road in Ahwa

Taluka Dist. Dang. Package No- 4 (Total 3 Roads ,4.0 Km) (1) Construction Of Wawanda

Kuva Towards Road . km 0/0 To 2/000 (2) Construction Of Isdar ( Chikatiya) Village

Road . km 0/0 To 1/000 (3) Construction Of Nadagkhadi Upla Faliya Road . km 0/0 To

1/000 Ta. Ahwa Dist. Dang.

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Unit Total

No. estimated but In figures Amount

may be more or Rs. Ps. according to

1 1.60 Hect. Clearing and grubbing road land including uprooting rank 34889.38 Hect.

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 3600.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum 112.02 Cu.mt.

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 82.50 Rmt Supplying fixing & joining reinforced concret heavy duty 1968.38 Rmt

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 internal

4 2984.82 Cu.mt. Earthwork for embankment including breaking clods, 182.14 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. lead

5 480.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 689.58 Cu.mt.

including rolling and watering etc. Complete.

6 1599.20 cu.mt. Construction of granular sub-base by providing coarse 945.31 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

7 1488.30 Cu.mt. Construction of Granular Sub Base by providing coarse 998.71 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.

8 2038.80 Cu.mt. Providing, laying, spreading and compacting graded stone 1090.34 Cu.mt.

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 12392.00 Sq.mt. Providing and applying evenly Priming coat with emulsion 59.34 Sq.mt.

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

10 929.40 M.Ton Providing and laying bituminous base course 37.5mm 3028.74 M.Ton

thick compacted in one layer with tack coat of Emulsion

RS1 at the rate of 4.0 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.

11 650.60 M.Ton Providing laying & rolling of 25 mm thick Open graded 4032.13 M.Ton

Premix bituminous carpet with B.T. aggregate as

specified and using Emulsion RS1 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

12 417.70 M.Ton Providing and laying seal coat with B.T. aggregate as 4521.43 M.Ton

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

13 12392.00 Sq.mt. Providing and laying asphalt painting on B.T. surface with 47.23 Sq.mt.

bitumen VG-30 at rate 5.00Kg / 10Sq.mt. including

spreading stone dust for painting surface at rate of

14 7.00 No. Providing and fixing ordinary Kilometer stone of precast 704.33 No.

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.)

15 16.00 No. Providing and fixing Hectometer as per I.R.C. type design 356.50 No.

including painting, lettering etc. complete.(ii) Fixing in

16 3.00 No. Informatory Signs :-Providing and fixing sing boards made 3856.90 No.

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 3.00 No MMGSY Logo Board:- Providing and fixing 4545.00 No

MMGSY/VKY 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 60 cms for each leg,

including excavation curing etc. complete under the

supervision of Engineer-In-Charge (A)Engineering grade.

18 6.00 No. Village name/ Bump Ahed sign :-Providing and fixing 5045.36 No.

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 55.20 Cu.Mt Excavation for foundation upto 1.5 m depth including 266.77 Cu.Mt

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(B) Dense or

20 6.40 Cu.Mt Providing and filling in foundation with ordinary Cement 3362.25 Cu.Mt

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and

curing complete.

21 52.40 Cu.Mt Providing & casting in situ ordinary cement concrete M- 3732.29 Cu.Mt

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete with V-Groves.(A) Heightfrom 0.0 M.

22 7.50 Rmt Supplying and fixing reinforced concrete heavy duty non- 3469.26 Rmt

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)

23 10.00 No. Providing and fixing guard stone as per I.R.C. type design 350.80 No.

including white washing etc. complete.(ii) Fixing in C.C.

24 1.00 No. Providing and fixing 20cm. x 15cm x 2.5 cm. thick year 279.69 No.

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

and engraving letters etc. complete.

25 37.42 Sq.mt. White washing with lime on wall surface (two coats) to 13.34 Sq.mt.

give an even shade including thoroughly booming the

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

foreign matter.

26 18.00 Sq.mt. Providing and laying - Fitter Media 600mm thick directed 1342.40 Sq.mt.

at the back of abutments, returns and wing walls as per

detailed specifications

27 0.26 M.Ton Providing and fixing in position ISI mark TMT (Fe-500) 73858.69 M.Ton

bar for temperature reinforcement for mass concrete

pier/abutment returns including cutting bending and tying

as required complete

28 18.00 No. Providing weep holes in abutment, returns using 100 mm. 91.32 No.

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)

Rs. One Corer Fifty Seven Lack Thirty Seven Thousand Nine Hundred Twenty One and Paise Twenty One 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 : Credit Amount of Rs.21060.00 of Serviceable Material shall be deducted from 1st Running Bill.

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