MMGSY 2026-27 (96-5054-04-796-02 SR 12) Construction of Various Road in Ahwa Taluka Dist. Dang. Package No- 2 (Total 2 Roads ,0.80 Km) (1)Resufacing of Wanzttemrun V.A. Road. km 0/0 To 0/600 (2) Resufacing of Murambari V.A. Road (Morzira) . km 0/0 To 0/200 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- 2 (Total 2 Roads ,0.80 Km) (1)Resufacing of

Wanzttemrun V.A. Road. km 0/0 To 0/600 (2) Resufacing of Murambari V.A. Road

(Morzira) . km 0/0 To 0/200 . km 0/0 To 0/300 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 0.30 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

2 389.30 Cu.mt Box cutting the road surface to proper slope and camber for making 112.02 Cu.mt

a base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead.

3 1530.00 Sq.mt. Scarifying gravelled macadam or bitumen macadam surface 6 cm to 43.77 Sq.mt.

10 cm.depth including stacking useful materials on road side and

disposing off remaining stuff.

4 900.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum including 112.02 Cu.mt.

conveying and putting the stuff in spoil bank maintaining minimum

distance of five meter between top edge and cutting and toe of spoil

5 52.50 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

6 15.60 Cu.mt. Earthwork for embankment including breaking clods, dressing with 163.95 Cu.mt.

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

7 120.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum including 849.61 Cu.mt.

rolling and watering etc. Complete.

8 209.00 cu.mt. Construction of granular sub-base by providing coarse graded 1117.69 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

9 173.00 Cu.mt. Construction of Granular Sub Base by providing coarse graded 1164.19 Cu.mt.

machine crushed B. T. material satisfying MOST Specification of

Grading - I using 53 mm to 26.5 mm @ 30% (M.C. Metal),

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.

10 408.00 Cu.mt. Providing, laying, spreading and compacting graded stone aggregate 1231.27 Cu.mt.

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.

11 2528.00 Sq.mt. Providing and applying evenly Priming coat with emulsion asphalt 59.92 Sq.mt.

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

12 279.60 M.Ton Providing and laying bituminous base course 37.5mm thick 2970.82 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.

13 134.20 M.Ton Providing and laying seal coat with B.T. aggregate as specified 4595.74 M.Ton

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.

14 307.60 M.Ton Providing & laying 37.50mm. thick compacted Bituminous 3948.65 M.Ton

Macadam with using RS1 Emulsion for tack coat at 2.50 Kg /

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.

15 3728.20 Sq.mt. Providing and laying asphalt painting on B.T. surface with bitumen 47.64 Sq.mt.

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 2.00 No. Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 704.33 No.

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

17 5.00 No. Providing and fixing Hectometer as per I.R.C. type design including 356.50 No.

painting, lettering etc. complete.(ii) Fixing in C.C. 1:5:10

18 2.00 No. Informatory Signs :-Providing and fixing sing boards made out of 3856.90 No.

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 Logo Board 4545.00 No

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

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.

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

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)..

21 106.60 Cu.Mt Excavation for foundation upto 1.5 m depth including sorting out 266.77 Cu.Mt

and stacking of useful materials and disposing off the excavated

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

22 12.00 Cu.Mt Providing and filling in foundation with ordinary Cement concrete 3362.25 Cu.Mt

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

23 106.00 Cu.Mt Providing & casting in situ ordinary cement concrete M-150 mix 3732.29 Cu.Mt

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 20.00 Rmt Supplying and fixing reinforced concrete heavy duty non-pressure 3469.26 Rmt

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 20.00 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. 1:5:10

26 2.00 No. Providing and fixing 20cm. x 15cm x 2.5 cm. thick year plate of 279.69 No.

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

letters etc. complete.

27 74.84 Sq.mt. White washing with lime on wall surface (two coats) to give an 13.34 Sq.mt.

even shade including thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign matter.

28 18.00 Sq.mt. Providing and laying - Fitter Media 600mm thick directed at the 1342.40 Sq.mt.

back of abutments, returns and wing walls as per detailed

29 0.25 M.Ton Providing and fixing in position ISI mark TMT (Fe-500) bar for 73858.69 M.Ton

temperature reinforcement for mass concrete pier/abutment returns

including cutting bending and tying as required complete

30 18.00 No. Providing weep holes in abutment, returns using 100 mm. dia A.C. 91.32 No.

pipe with C.I. grating including cutting, placing the pipe in required

slope and position as directed etc. complete. (As per detailed

Rs. Fourty Nine Lack Eighty Four Thousand Nine Hundred Seventy One and Paise Twenty Four 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