MMHUY Year : 2025-26 Construction of Various Road in Gandevi Taluka Dist. Navsari. Construction of Ambheta Kolchivas Road (V.R-N.P) 1.400 KM Tal. Gandevi. Dist. Navsari

Name of work: MMHUY Year : 2025-26Construction of Various Road in Gandevi Taluka Dist.

Navsari. Construction of Ambheta Kolchivas Road (V.R-N.P) 1.400 KM Tal.

Gandevi. 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 0.30 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 4200.00 Sq.mt. Scarifying gravelled macadam or bitumen macadam 41.74 Sq.mt.

surface 6 cm to 10 cm depth including stacking of useful

materials on road side and disposing off remaining stuff

3 1183.00 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.

4 30.00 Rmt Supplying and fixing reinforced concrete heavy duty 2108.86 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.

5 119.00 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.

6 122.00 Cu.mt. Supplying Stacking and Spreading the Hard murram of 507.02 Cu.mt.

150 mm thick Compacted including filling the measure

boxes of standard size including rolling and watering

etc. complete as per directed.

7 305.90 cu.mt. Construction of Granular Sub Base of 100 mm thick by 491.31 cu.mt.

providing coarse graded machine crushed B. T. material

satisfying MOST Specification of Grading - II using

26.50 mm to 4.75 mm @ 75% (M.C.Metal), 2.36 mm

below @ 25% (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 etc. complete.

8 234.00 Cu.mt. Construction of Granular Sub Base of 150 mm thick by 538.79 Cu.mt.

providing coarse graded machine crushed B. T. material

satisfying MOST Specification of Grading - I using

(M.C.Metal), 2.36 mm below @ 20% (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 etc. complete.

9 713.00 Cu.mt. Providing, laying, spreading and compacting graded 607.64 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 10529.00 Sq.mt. Providing and applying hincol made or eqvivalent grade 62.45 Sq.mt.

priming coat with emulsion (SS-1) at the rate of

kg/ 10 Sq.mt. including cost of asphalt and preparing

the surface heating, and applying etc. complete.

11 555.00 M.Ton Providing and laying bituminous base course 37.5mm 2086.56 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.

12 278.00 M.Ton Providing laying & rolling of 25 mm thick Open 2808.31 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.

13 148.00 M.Ton Providing and laying seal coat with B.T. aggregate 3124.87 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.

14 5279.00 Sq.mt. Providing and laying asphalt painting on B.T. surface 32.02 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.

15 3.00 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 N.H., S.H. and

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

6.00 No. Providing No.

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

Fixing in C.C. 1:5:10

17 1.00 No. Facility Informatory Sign :-Providing and fixing sign 3856.90 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

18 1.00 No MMHUY 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

19 42.50 Cu.Mt grade.

Excavation for foundation upto 1.5 m depth including 198.92 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 4.60 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 18.80 Cu.Mt Providing & casting in situ ordinary cement concrete M- 3882.07 Cu.Mt

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete with V-Groves.(A) Heightfrom

22 15.00 Rmt Supplying and fixing reinforced concrete heavy duty 3271.56 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 10.00 No. Providing and fixing guard stone as per I.R.C. type 100.44 No.

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

24 1.00 No. Providing and fixing 20cm. x 15cm x 2.5 cm. thick year 306.14 No.

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

and engraving letters etc. complete.

25 30.86 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.

26 34.00 No. Providing and Fixing indicator stone of approved stone 343.27 No.

as per I.R.C. type design in CC 1:4:8 including white

washing etc. complete (ii) fixing in CC 1:5:10

Rs. Fourty Five Lack Sixty Seven Thousand Five Hundred Seventy Nine and Paise Sixty 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