Mukhya Mantri Adimjuth Utkarsh Yojna 2025-26.Const. of Molaamba Village Patel faliya tanka faliya to Smashan road Ch 0/0 to 1/200 Ta,Vansda Dist.Navsari.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Clearing and grubbing road land including uprooting 0.48 Hect 34889.38

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 Earthwork in cutting in all sorts of soil and soft murrum 821.00 Cum. 106.81

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 Supplying and fixing reinforced concrete heavy duty 15.00 rmt 1968.38

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) 600mm dia.

4 Earthwork for embankment including breaking clods, 1275.00 Cum. 173.67

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

5 Supplying, Stacking, Spreading & rolling of Hard 144.00 Cum. 684.58

Murrum on road side for hard side shoulder of work as

per specification including filling the mesure boxes of

standard size etc. complete.

6 Construction of granular sub-base by providing coarse 800.00 Cum. 858.16

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

7 Construction of Granular Sub Base by providing coarse 509.00 Cum. 905.78

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%

etc. complete.

8 Providing, laying, spreading and compacting graded 728.00 Cum. 985.97

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 Providing and applying evenly Priming coat with 4611.00 Sqmt 65.36

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 Providing and laying bituminous base course 37.5mm 345.80 MT 2332.12

thick compacted in one layer with tack coat of 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. complete.

11 Providing & laying 50 mm. thick compacted Bituminous 507.20 MT 2903.78

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.

12 Providing & laying 25 mm. thick SDBC using B.T. stone 265.10 MT 3537.11

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

plants, fire wood, oil, kerosene, labour charges using

contractor's own machineries etc. complete.

13 Providing and laying asphalt painting on B.T. surface 4611.00 Sqmt 33.08

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 Providing and fixing ordinary Kilometer stone of precast 2.00 Nos. 704.33

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.)

15 Providing and fixing Hectometer as per I.R.C. type 5.00 Nos. 356.50

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

Fixing in C.C. 1:5:10

16 Informatory Signs :-Providing and fixing sing boards 1.00 Nos. 3856.90

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)...

17 Village name/ Bump Ahed sign :-Providing and fixing 2.00 Nos. 5045.36

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

Grade(VR)...

18 Direction sign (Junction board):-Providing and fixing 2.00 Nos. 14831.71

sing boards made out of 2mm aluminium sheet; size

244 x 122cms. 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

x5mm 75x75x6mm as required; 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)...

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should

Be written in figures and words) of the estimated rate mentioned above Amount of my / our

tender works out as under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

Net Rs. …………………….… Total Rs. ………….…….........

In words ………………….……………………………. In words ………………….……………………

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works

directed by the Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

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 the reisa 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.

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Vansda Navsari

Signature of the contractor