Package No. 10 /BAR/MMGSY/RES/1-RD/25-26 (1) Mota Malthan Faliya Road 2.00 km (W/S 0/00 To 1/600 KM)Total Length:1/600 km Ta. Bardoli Di. Surat.

Name of work: Package No. 10 /BAR/MMGSY/RES/1-RD/25-26 (1) Mota Malthan Faliya Road

2.00 km (W/S 0/00 To 1/600 KM) Ta. Bardoli Di. Surat.

Memorandum showing items of works to be carried out

It. No. Quantities Item of work Estimated Total Amount

It. No. Quantities Item of work Estimated Total Amount

estimated but may In figures according to

be more or less Rs. Ps. estimated

1 Clearing and grubbing road land, including

uprooting rank vegetation, grass bushes, shrubs,

saplings, and trees girths up to 300 mm, removal

0.14 Hect. of stumps of trees cut earlier, and disposal of 34889.38

unserviceable materials(D) By mechanical

means in area of thorny jungle

2 Box cutting the road surface to proper slope and

camber formaking a base for road work

including removing the excavated stuff and

1559.25 Cu.mt. depositing on the road side slope as directed 109.41

upto 50Mt.lead.

3 Earthwork for embankment including breaking

clods, dressing with all lead and lift and

including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry

1116.00 Cu.mt. density including filling the depression which 169.44

occur during the process using power roller 8T

to 10T.(E) From Borrow area within 3.0KM.

4 Supplying Stacking and Spreading the Hard

Murrum including rolling and watering etc.

5 Construction of granular sub-base by providing

coarse graded material grading-II, spreading in

uniform layers with motor grader on prepared

surface, mixing by mix in place method with

87.75 Cu.mt. rotavator at OMC, and compacting with 703.61

vibratory roller to achieve the desired density,

complete as per clause 401.B

6 Providing and laying 150mm thick W.B.M of

Grading-II in two layer each of 75mm using

B.T.M.C. metal of size 45mm to 63mm in layers

including 13% sone screening 13.2mm size and

74.25 Cu.mt. 7% stone dust as filler, including spreading, 1113.20

watering and cosolidation by vibratory roller as

per MoRTH specifications etc complete as

directed by engineer in charge.

7 Construction of granular sub-base 150 mm thick

layer by providing machine crushed B.T.

material satisfying MORT&H specification

(Fifth revision) of Grading I 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.

8 Providing, laying, spreading and compacting

graded 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,

519.75 Cu.mt. laying in uniform layers with paver in sub- base / 844.36

base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density.

9 Providing and applying evenly Priming coat with

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m

3150.00 Sq.mt. on road surface using emulsion SS-1 (Himcol 98.21

Made) pressure spreayer etc. complete including

the cost of asphalt

10 Providing and laying bituminous base course

37.5mm thick compacted in one layer with tack

coat of asphalt Emulsion RS-1 at the rate of

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

236.30 M.Ton asphalt by drum mix plant and spreading the 2925.06

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 and rolling 25mm thick

bituminous carpet with B.T. aggregate as

specified and using bitumen for mixing with

aggregateat the rate of 3.36%i.e. 33.60 kg/M.T.

of totalmix including heating and mixing

indrummixplant and spreading the same with

252.00 M.Ton paver finisher and consolidation with power 3932.44

roller including necessary firewood, oil,

lubricants, labour charges etc.using contractor's

own drummix plant and equipment, tool etc.

completed in accordance with the requirement of

12 Providing and laying seal coat with B.T.

aggregate as specified using aggregate at the rate

of 0.18 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

129.60 M.Ton paver finisher and consolidation with vibratory 4418.04

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 Providing and laying asphalt painting on B.T.

surface with bitumen VG-30 at rate 5.00Kg /

4800.00 Sq.mt. 10Sq.mt. including spreading stone dust for 46.61

painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

14 Providing and fixing ordinary kilometer stone of

precast C.C. 1:2:4 including necessary

2.00 No.s reinforcement as per I.R.C. type design in C.C. 704.33

1:4:8 including lettering and painting etc.

complete. (For OD.R. & V.R.)

15 Providing and fixing Hectometer as per I.R.C.

type design including lettering and painting etc.

7.00 No.s complete. (ii) Fixing in C.C. 1:5:10 356.50

16 Informatory Signs :-Providing and fixing sing

boards 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

1.00 No.s required; painted with best qualityepoxy 3856.90

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 sing boards 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

2.00 No.s long (2 nos) stand post and frame fabricated 5045.36

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

18 Direction sign (Junction board):-Providing and

fixing 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

1.00 No.s from suitable size iron angle of 50 x 50 x5mm 14831.71

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)...

19 Chevron sign :-Providing and fixing sign boards

made out of1.5mm aluminium sheet / 3mm ACP

(Aluminum compositePanel); size 60x50cm

rectangular as per design ofIRC-67-2012. Pre

treated with phospheting process & acidetching;

coated with one coat of epoxy primer and two

coats ofbest quality epoxy paint ; reflectorised

with High IntensityPrismatic Grade retro

refiectivesheeting of Type-4 as perASTM D-

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

longstand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MSPipe as required and frame

3.00 No.s fabricated from suitable size ironngle 3711.75

of35x35x3mm; painted with bestquality epoxy

coatingsin black and white bends. the details of

symbol or inscription /numerals for each board

shall be as per the instruction ofengineer in

charge. The fixing at site shall be in 1:2:4

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

includingexcavation, curing etc.complete under

the supervision ofengineer in charge. A warranty

for 7 years for the Retroreflective sheeting from

original manufacturer & a

20 Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

74.00 Cu.Mt materials and disposing off the excavated stuff 260.57

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

21 Providing & filling in foundation with ordinary

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing

22 Providing & filling in foundation with ordinary

cement concrete M 150 mix and providing

60.20 Cu.Mt necessary vertical pin headers including 3695.35

formwork vibrating ramming & curing

23 Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

15.00 Rmt specifications including setting the pipes in C.M. 3469.26

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(v)

24 Providing and fixing Guard stone as per I.R.C.

20.00 No. type design including white washing etc. 350.80

complete (II) Fixing in C.C. 1:5:10

25 Providing and fixing 20cm x 15cm x 2.5cm thick

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

2.00 No. including Finishing and engraving letters, etc. 279.69

26 White washing with lime on wall surface (two

coats) to give an even shade including

74.84 Sq.mt. thoroughly booming the surface to remove all 13.03

dirt, dust; mortar drops and other foreign matter.

27 Excavation for foundation up to 1.5m depth

including sorting out and stacking of useful

360.00 Cu.Mt material and disposing off the excavated stuff as 260.57

directed by Engineer in charge with all lead and

lift in (2) Dense or hard Soil.

28 Providing & Filling in Foundation with Ordinary

cement concrete M100 mix and providing

27.00 Cu.Mt necessary vertical pin headers including 3325.30

formwork, vibrating ramming and curing

29 Providing & making Gabion structure with

Mechanically Woven Double Twisted

Hexagonal Shaped Wire mesh Gabion Boxes as

per IS 16014 : 2012, MORTH Clause 2500, of

required size, Mesh Type 10 X 12 (0 = 100 mm

with tolerance of ± 2%) G.I., Mesh wire

diameter 3.0 mm, mechanically edged /

selvedged with partitions at every 1m interval

and shall have minimum 10 numbers of

450.00 Cu.Mt openings per meter of mesh perpendicular to 2767.50

twist, tying with lacing wire of diameter 2.2mm,

supplied @ 3% by weight of Gabion boxes,

filled with boulders with least dimension of

mm, as per drawing, all complete as per

direction of Engineer-in-charge. Details cost of

one Gabion box / Crates of size 2.00m X 1.00m

30 Providing and laying Fitter Media 600mm thick

directed at the back of abutments, returns and

130.20 Sq.mt. wing walls as per detailed specifications 1311.18

31 Providing amd laying weep hole in abutment,

and returning by using A.C. pipe of 100 mm.

131.00 No Diamieter including laying in propar grade and 89.20

joining etc. complete As per detailed

32 Excavation for foundation in sand, gravel, clay,

soft, soils and murrum etc. including sorting

707.60 Cu.Mt. strutting and dewatering as necessary and 526.15

disposing off the excavated stuff as directed. (A)

Depth upto 3.0 mtr.

33 Providing and filling rubble for appron including

318.70 Cu.Mt. hand packing and filling in the interstics etc 1083.81

34 Providing and filling sand below R.C.C. raft in

82.20 Cu.Mt. layers including ramming and watering 504.42

35 Providing and ordinary in situ ordinary Cement

Concrete M-150 for R.C.C. Raft and cutt-off

80.00 Cu.Mt. walls including necessary shuttering laying, 3695.35

vibrating, ramming and curing complete.

36 Providing and casting in situ Controlled cement

concrete M.250 for R.C.C. work in , walls ,piers

, abutment and R.C.C.return as per drawing

120.20 Cu.Mt. including centering shttring scaffolding where 5270.32

necessary laying vibrating curing and finishing

37 Providing and casting in situ ordinary Cement

Concrete M-150 mix and providing necessary

pin headers including shuttering, scaffolding

vibrating, curing and finishing complete.

Without v-Grooves.(A) Height from 0.0 to

38 Providing and casting in situ controlled cement

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

39 Providing and casting in situ Controlled cement

concrete M.250 for R.C.C.raft and cut off walls

163.90 Cu.Mt. including necessary shuttering laying, vibrating 4663.10

ramming and curing complete.

40 Providing and casting in situ Controlled cement

concrete M 400 for kerb / kerb block including

29.70 Cu.Mt. form work curing and finishing etc complete. 4917.69

41 Providing and casting in situ ordinary cement

concrete M-400 for average 100 mm thick

21.40 Cu.Mt. wearing coat laid as directed including 5660.71

temping,Vibrating,finishing ,Curing and filling

in joints with bitumine Complete.

42 Providing and laying in position FE 500/500D

TMT bar reinforcement including cutting,

42.71 MT bending, hooking and tying complete as per 73243.02

detailed drawings .(A) Solid Slab. (upto 10 ton)

43 Providing Diversion of road 3.75 mt width

(having 5.50mt formation width)for structure by

providing & spreding Earth work,600 mm GSB-

50.00 Rmt II 200 mm.GSB-I 200mm,The length of road is 1739.73

depend on site condition etc as directed by

Engineer in Charge

44 Dismentaling the existing structure including

removing and stacking the dismentelled

36.00 Cu.Mt. materials as and where directed. (A) R.C.C. 955.41

45 Wall painting two coats with Plastic emulsion

paintApproved brand and manufacture brushing,

interiour to give an even shade including

333.90 Sq.mt. cleaning the surface an even shade including 84.37

cleaning the surface of all dirt, dust, and other

Rs. One Corer Fourty One Lack Ninty Thousand Three Hundred Fourty Five and Paise Sixty One 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. 14190345.61 put to tender Rs.14190345 .61

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note : Credit Amount of Rs.41070 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

Signature of Bidder Deputy Executive Engineer Executive Engineer

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