MMGSY 2026-27 (96-5054-04-796-02 SR 12) Construction of Various Road in Ahwa Taluka Dist. Dang. Package No- 4 (Total 3 Roads ,3.45 Km) (1) Resufacing of Main To Vihir Amba Faliya Don Road. km 0/0 To 1/200 (2) Resufacing of Main Road To Upla Faliya Mahalpada Road. km 0/0 To 0/900 (3)Resufacing of Vihiramba To Pabariya Mal Faliya Don. km 0/0 To 1/350 Ta. Ahwa Dist. Dang.

Name of work: MMGSY 2026-27 (96-5054-04-796-02 SR 12)

Construction of Various Road in Ahwa Taluka Dist. Dang. Package No- 4 (Total

Roads ,3.45 Km) (1) Resufacing of Main To Vihir Amba Faliya Don Road. km 0/0 To

1/200 (2) Resufacing of Main Road To Upla Faliya Mahalpada Road. km 0/0 To 0/900

(3)Resufacing of Vihiramba To Pabariya Mal Faliya Don. km 0/0 To 1/350 Ta. Ahwa

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 1.04 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 5400.00 Sq.mt. Scarifying gravelled macadam or bitumen macadam surface 43.77 Sq.mt.

6 cm to 10 cm.depth including stacking useful materials on

road side and disposing off remaining stuff.

3 3105.00 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.

4 135.00 Rmt Supplying fixing & joining reinforced concret heavy duty non 1968.38 Rmt

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

5 218.40 Cu.mt. Earthwork for embankment including breaking clods, 163.95 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

6 414.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum 849.61 Cu.mt.

including rolling and watering etc. Complete.

7 282.00 cu.mt. Construction of granular sub-base by providing coarse graded 1112.36 cu.mt.

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

8 359.00 Cu.mt. Construction of Granular Sub Base by providing coarse 1184.59 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.

9 868.00 Cu.mt. Providing, laying, spreading and compacting graded stone 1288.39 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.

10 6559.00 Sq.mt. Providing and applying evenly Priming coat with emulsion 59.93 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

11 907.10 M.Ton Providing and laying bituminous base course 37.5mm thick 3012.87 M.Ton

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 etc. complete.

12 435.40 M.Ton Providing and laying seal coat with B.T. aggregate as 4637.01 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 specification.

13 997.80 M.Ton Providing & laying 37.50mm. thick compacted Bituminous 3984.76 M.Ton

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. complete.

14 12094.00 Sq.mt. Providing and laying asphalt painting on B.T. surface with 47.84 Sq.mt.

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

spreading stone dust for painting surface at rate of

15 5.00 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.)

16 15.00 No. Providing and fixing Hectometer as per I.R.C. type design 356.50 No.

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

17 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)...

18 3.00 No Logo Board:- Providing and fixing MMGSY/VKY Logo 4545.00 No

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.

19 7.00 No. Village name/ Bump Ahed sign :-Providing and fixing sing 5045.36 No.

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)..

20 180.00 Rmt Providing and Fixing ‘W’ type safety double beam crush 3226.89 Rmt

barrier using M.S. iron channel 150mm x 75mm x 5mm size

erected at 1.50 Mt. center to Center and Providing ‘w’

shaped galvanized steel sheet guard rail 3mm thick for crash

barrier in single row as per detailed drawing with fabrication

and installation charges including providing foundation block

of size 0.60 x 0.60 x 0.75 Mt. in c. c. 1:2:4 and oil painting

two coats with one coat of red oxide etc complete.

21 711.70 Cu.Mt Excavation for foundation upto 1.5 m depth including sorting 266.77 Cu.Mt

out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

22 87.30 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

23 916.20 Cu.Mt Providing & casting in situ ordinary cement concrete M-150 3732.29 Cu.Mt

mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and finishing

complete with V-Groves.(A) Heightfrom 0.0 M. to 5.0 M.

24 92.50 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) 900mm dia.

25 90.00 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.

26 8.00 No. Providing and fixing 20cm. x 15cm x 2.5 cm. thick year plate 279.69 No.

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

engraving letters etc. complete.

27 389.56 Sq.mt. White washing with lime on wall surface (two coats) to give 13.34 Sq.mt.

an even shade including thoroughly booming the surface to

remove all dirt, dust; mortar drops and other foreign matter.

28 320.00 Sq.mt. Providing and laying - Fitter Media 600mm thick directed at 1342.40 Sq.mt.

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

29 4.07 M.Ton Providing and fixing in position ISI mark TMT (Fe-500) bar 73858.69 M.Ton

for temperature reinforcement for mass concrete

pier/abutment returns including cutting bending and tying as

required complete

30 320.00 No. Providing weep holes in abutment, returns using 100 mm. dia 91.32 No.

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)

31 16.50 Cu.mt. Providing and casting in situ controlled cement concrete M- 4647.02 Cu.mt.

300 for average 100 mm thick wearing coat laid as directed

dincluding tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete.

32 0.83 M.ton Providing and fixing in position FE 500D TMT bar 73243.02 M.ton

reinforement including cutting, bending and tying complete

as per detailed drawings. (A) R.C.C. Kerb. (B) R.C.C.

Footpath.(C) R.C.C. Approch slab.(D) Wearing Coat.

Rs. One Corer Eighty Six Lack Thirty Nine Thousand Nine Hundred Seventy Three and Paise Fifty 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

*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