MMGSY Year 2025-26 Construction of Various Road in Navsari Taluka Dist. Navsari.(Pak-29), (Total 3 Roads, 1.53 Km) (1) Construction of Khadsupa Village to Joining Navagam Barediya DivisionRoad. (2) Construction of Astgam Choki to Naher Joining Sim Road (3) Construction of NagdharaVillage M.D.R. to Mota House to Joining Tokarva Road Tal. Navsari. Dist. Navsari

Name of work: MMGSY Year 2025-26

Construction of Various Road in Navsari Taluka Dist. Navsari.(Pak-29), (Total

Roads, 1.53 Km) (1) Construction of Khadsupa Village to Joining Navagam Barediya

Division Road. (2) Construction of Astgam Choki to Naher Joining Sim Road (3)

Construction of Nagdhara Village M.D.R. to Mota House to Joining Tokarva Road

Tal. Navsari. Dist. Navsari

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 0.46 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 1377.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum 106.81 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 45.00 Rmt Supplying and fixing reinforced concrete heavy duty 1968.38 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.(iii) 600mm dia.

4 1345.52 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.

5 184.00 Cu.mt. lead

Supplying Stacking and Spreading the Hard Murrum 667.55 Cu.mt.

including rolling and watering etc. Complete.

6 748.00 cu.mt. Construction of granular sub-base by providing coarse 646.63 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

8 983.00 Cu.mt. Providing, laying, spreading and compacting graded 767.93 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

9 6098.00 Sq.mt. Providing and applying evenly Priming coat with 64.46 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

10 457.32 M.Ton asphalt

Providing and laying bituminous base course 37.5mm 2113.71 M.Ton

thick compacted in one layer with tack coat of asphalt

Emulsion RS1 at the rate of 2.50 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.

11 320.20 M.Ton complete.

Providing laying & rolling of 25 mm thick Open 2844.71 M.Ton

graded 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 specification.

12 164.60 M.Ton Providing and laying seal coat with B.T. aggregate 3145.77 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 6097.50 Sq.mt. Providing and laying asphalt painting on B.T. surface 32.51 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.

14 5.00 No. Providing and fixing ordinary Kilometer stone of 1293.39 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 N.H., S.H. and

15 M.D.R.) and fixing Hectometer as per I.R.C. type

7.00 No. Providing No.

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

Fixing in C.C. 1:5:10

16 3.00 No. Facility Informatory Sign :-Providing and fixing sign 3990.64 No.

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 80 x 60 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T.Specifications; 3.6mtr long

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

Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality 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 blockof size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

17 3.00 No MMGSY Logo Board:- Providing and fixing Logo 5050.00 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

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

18 4.00 No. Village name Sign :-Providing and fixing sign boards 6397.43 No.

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90x60 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM

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

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

Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality 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 blockof

size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer &

19 111.00 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

20 9.90 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.

21 117.90 Cu.Mt Providing & casting in situ ordinary cement concrete M- 3957.22 Cu.Mt

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete with V-Groves.(A) Heightfrom

22 22.50 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.

23 30.00 No. Providing and fixing guard stone as per I.R.C. type 350.80 No.

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

24 3.00 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.

25 112.26 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.

Rs. Sixty Lack Twenty Three Thousand Seven Hundred Thirty Six and Paise Twenty Eight 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