MMGSY 2026-27 (96-5054-04-796-02 SR 12) Construction of Various Road in Ahwa Taluka Dist. Dang. Package No- 9 (Total 2 Roads ,2.20 Km) (1)Resufacing of Garkhadi Dam Faliya To Upla Faliya Road . km 0/0 To 1/000 (2) Resufacing of Main Road to Narandev faliya Dholiyaumbar . km 0/0 To 1/200Ta. Subir Dist. Dang

Name of work: MMGSY 2026-27 (96-5054-04-796-02 SR 12) Construction of Various Road in Subir

Taluka Dist. Dang. Package No- 9 (Total 2 Roads ,2.20 Km) (1)Resufacing of

Garkhadi Dam Faliya To Upla Faliya Road . km 0/0 To 1/000 (2) Resufacing of Main

Road to Narandev faliya Dholiyaumbar . km 0/0 To 1/200Ta. Subir 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 0.66 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 5131.20 Sq.mt. Scarifying gravelled macadam or bitumen macadam 43.77 Sq.mt.

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.

3 1980.00 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 90.00 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

5 526.23 Cu.mt. Earthwork for embankment including breaking clods, 179.71 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.

6 264.00 Cu.mt. lead

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

including rolling and watering etc. Complete.

7 230.00 cu.mt. Construction of granular sub-base by providing coarse 1213.75 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

8 279.40 Cu.mt. Construction of Granular Sub Base by providing coarse 1266.39 Cu.mt.

graded machine crushed B. T. material satisfying

MOST Specification of Grading - I using 53 mm to

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%

9 726.00 Cu.mt. Providing, laying, spreading and compacting graded 1277.86 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

10 5271.00 Sq.mt. Providing and applying evenly Priming coat with 61.76 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

11 546.10 M.Ton Providing and laying bituminous base course 37.5mm 3043.85 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 etc.

12 160.20 M.Ton complete.

Providing and laying seal coat with B.T. aggregate 4742.75 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.

13 662.50 M.Ton Providing & laying 37.50mm. thick compacted 4020.35 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. complete.

14 205.90 M.Ton Providing & laying 25 mm. thick SDBC using B.T. 4911.76 M.Ton

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.

15 complete. and laying asphalt painting on B.T. surface 48.16 Sq.mt.

8030.00 Sq.mt. Providing

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.

16 4.00 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.)

17 9.00 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

18 2.00 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)...

19 2.00 No Logo Board:- Providing and fixing MMGSY/VKY 4545.00 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

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

20 4.00 No. Village name/ Bump Ahed sign :-Providing and fixing 5045.36 No.

sing boards made out of 2mm aluminium sheet; size

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

21 160.00 Rmt Providing and Fixing ‘W’ type safety double beam 3191.45 Rmt

crush 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

x 0.75 Mt. in c. c. 1:2:4 and oil painting two coats with

one coat of red oxide etc complete.

22 527.90 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 Hard soil

23 65.70 Cu.Mt Providing and filling in foundation with ordinary 3362.25 Cu.Mt

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

24 646.10 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

25 75.00 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.

26 74.00 No. Providing and fixing guard stone as per I.R.C. type 350.80 No.

design including white washing etc. complete.(ii) Fixing

27 5.00 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.

28 187.10 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.

29 64.40 Cu.mt Dismentaling the Existing Structure including removing 978.15 Cu.mt

and stacking the dismentalled materials as and where

directed. (B) R.C.C Wall

30 428.40 Sq.mt. Providing and laying - Fitter Media 600mm thick 1342.40 Sq.mt.

directed at the back of abutments, returns and wing

walls as per detailed specifications

31 3.19 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

32 345.00 No. Providing weep holes in abutment, returns using 100 91.32 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)

33 171.60 Cu.mt. Excavation for foundation in sand, gravel, clay soft soils 538.67 Cu.mt.

and murrum etc. including shoring, strutting dewatering

as necessary and disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and lead upto 100m for

34 43.90 Cu.mt. Excavation in large boulders and soft rock by welding 754.14 Cu.mt.

including shoring, strutting and dewatering as necessary

and disposing of the excavated stuff as directed.

35 96.30 Cu.mt. Excavation in hard rock by dry-wet blasting and 902.91 Cu.mt.

chiselling including dewatering preparing foundation

base by proper benching and stepping and disposing of

the excavated stuff as directed.(A) General blasting

36 40.00 Cu.mt. Providing and casting in situ Ordinary cement concrete 3816.69 Cu.mt.

M-150 for R.C.C. Raft and cut-off walls including

necessary shuttering laying, vibrating, ramming and

curing complete.

37 151.70 Cu.mt. Providing and Casting in situ controlled Cement 4745.99 Cu.mt.

Concrete M-250 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

38 51.20 Cu.mt. Providing and casting in situ controlled cement concrete 5770.53 Cu.mt.

M-250 for R.C.C. solid slab including centering,

scaffolding, curing and finishing complete.

39 40.90 Cu.mt. Providing and casting in situ controlled cement concrete 5284.22 Cu.mt.

M-250 for Kerb/ kerb blocks including formwork curing

and finishing, complete.

40 15.60 Cu.mt. Providing and casting in situ controlled cement concrete 5426.02 Cu.mt.

M-250 for average 75 mm thick wearing coat laid as

directed dincluding tamping, vibrating, finishing, curing

and fillingin joints with bitumen complete.

41 222.10 Cu.mt. Providing and casting in situ ordinary cement concrete 4414.10 Cu.mt.

M. 250 mix and providing necessary pin headers

including shuttring scaffolding laying vibrating curing

and finishing complete. Without V-Grooves. (A)

Height from 0.0 M to 5.0. M

42 21.47 M.Ton Providing and laying in position FE-500/500D (TMT) 72289.94 M.Ton

bar reinforcement including cutting, bending, hooking

and tying complete as per detailed drawings for the

following.(A) Box Cell

43 12.80 No Providing and filling rubbles including hand packing 1101.71 No

and filling interstices with quarry spalls behind

abutments and between returns as directed.

44 384.90 Cu.mt. Providing and filling sand behind abutments and 571.92 Cu.mt.

between returns in layers as directed

45 16.00 Nos. Provding P.V.C. 100 mm diameter water spouts 159.37 Nos.

including necessary iron gratings as per drawings.

46 171.00 Sq.mt. Supplying Pre - Moulded Bituminious Joint Filler. (iii) 611.13 Sq.mt.

47 117.00 Cu.mt Earth work for embankment including breaking clods 163.95 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 Eighty Four Lack Thirty One Thousand Five Hundred Sixty Five and Paise Seven 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