Package No. 2 /BAR/MMGSY/RES/2-RD/25-26 (1) Madhi Bedi Faliya to Mandli joining Road Road KM. (0/00 To 1/200 KM) (2) Bhesudla Dondi Faliya Road 2.5 KM. (w/s 0/00 to 1/050 )Total Length:2/250 km Ta. Bardoli Di. Surat.

Name of work: Package No. 2 /BAR/MMGSY/RES/2-RD/25-26 (1) Madhi Bedi Faliya to Mandli joining Road Road

KM. (0/00 To 1/200 KM) (2) Bhesudla Dondi Faliya Road 2.5 KM. (w/s 0/00 to 1/050 ) Ta. Bardoli

Memorandum showing items of works to be carried out

It. No. Quantities estimated Item of work Estimated Total Amount

It. No. Quantities estimated Item of work Estimated Total Amount

but may be more or less In figures according to

Rs. Ps. estimated

Clearing and grubbing road land, including uprooting rank vegetation,

grass bushes, shrubs, saplings, and trees girths up to 300 mm, removal

1 0.203 Hect. of stumps of trees cut earlier, and disposal of unserviceable materials(D) 34889.380

By mechanical means in area of thorny jungle

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

2 7650.00 Sq.mt. cm.depth including stacking useful materials on road side and disposing 42.76

off remaining stuff.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

3 52.500 Rmt specifications including setting the pipes in C.M. 1:2 watering and 3469.260

laying (to level or slopes) of class NP3 of following internal

daimeters.(iii) 900mm dia.

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 density including filling the

depression which occur during the process using power roller 8T to

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

Supplying Stacking and Spreading the Hard Murrum including rolling

5 310.50 Cu.mt. and watering etc. Complete. 584.64

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

6 11.10 cu.mt. grader on prepared surface, mixing by mix in place method with 1546.80

rotavator at OMC and compacting with vibratory roller to achieve the

desired density etc. complete.

Providing & laying 25 mm. thick SDBC using B.T. stone 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

7 259.00 M.Ton batching drum mix plant & spreading the same by paver finisher 4754.89

including rolling & consolidation with 10 - 12 tonnes vibratory roller &

providing tools 7 plants, fire wood, oil, kerosene, labour charges using

contractor's own machineries etc. complete. (As per R. A.)

Providing & laying 37.50mm. thick compacted Bituminous Macadam

with using VG-30 asphalt 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

8 631.00 M.Ton weight of total mix hot laid process with drum mix plant including 3794.51

consolidation with vibrating roller including operating plant and

machinery cost of asphalt, fuel, oil, lubricant and labour charges etc.

Providing and laying seal coat with B.T. aggregate as specified

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

9 142.00 M.Ton transporting and spreading the same by paver finisher and consolidation 4416.12

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 .

Providing and laying asphalt painting on B.T. surface with bitumen VG-

10 7650.00 Sq.mt. 30 at rate 5.00Kg / 10Sq.mt. including spreading stone dust for 46.66

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

Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4

including necessary reinforcement as per I.R.C. type design in C.C.

11 3.00 No.s 1:4:8 including lettering and painting etc. complete. (For OD.R. & V.R.) 751.29

Providing and fixing Hectometer as per I.R.C. type design including

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

Informatory sings: 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 required; painted with

13 4.00 No.s best qualityepoxy coatings in black and whitebends. the details of 3856.90

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)..

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 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

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 from suitable size iron angle of 50 x 50 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

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 fabricated from suitable size ironngle of35x35x3mm; painted

with bestquality epoxy coatingsin black and white bends. the details of

16 8.00 No.s symbol or inscription /numerals for each board shall be as per the 3711.75

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

Excavation for foundation up to 1.5m depth including sorting out and

stacking of useful material and disposing off the excavated stuff as

17 517.00 Cu.Mt directed by Engineer in charge with all lead and lift in (2) Dense or hard 279.22

Providing & filling in foundation with ordinary cement concrete M

18 39.30 Cu.Mt mix and providing necessary vertical pin headers including formwork 3604.52

vibrating ramming & curing complete.

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

mm, mechanically edged / selvedged with partitions at every 1m

interval and shall have minimum 10 numbers of openings per meter of

19 600.00 Cu.Mt mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, 2767.50

supplied @ 3% by weight of Gabion boxes, filled with boulders with

least dimension of 200 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 X 1.00m = 2.00 cum

Providing & filling in foundation with ordinary cement concrete M

20 30.100 Cu.Mt mix and providing necessary vertical pin headers including formwork 7390.700

vibrating ramming & curing complete.

Providing and fixing Guard stone as per I.R.C. type design including

22 10.00 No. white washing etc. complete (II) Fixing in C.C. 1:5:10 701.60

Providing and fixing 20cm x 15cm x 2.5cm thick year plate of marble

stone set in C.M. 1:4 including Finishing and engraving letters, etc.

White washing with lime on wall surface (two coats) to give an even

shade including thoroughly booming the surface to remove all dirt, dust;

24 37.420 Sq.mt. mortar drops and other foreign matter. 26.060

Providing and laying Fitter Media 600mm thick directed at the back of

abutments, returns and wing walls as per detailed specifications

Providing amd laying weep hole in abutment, and returning by using

26 151.00 No A.C. pipe of 100 mm. Diamieter including laying in propar grade and 89.20

joining etc. complete As per detailed specification

Excavation for foundation in sand, gravel, clay, soft, soils and murrum

etc. including sorting strutting and dewatering as necessary and

27 546.30 Cu.Mt. disposing off the excavated stuff as directed. (A) Depth upto 3.0 mtr. 526.15

Providing and filling rubble for appron including hand packing and

28 207.70 Cu.Mt. filling in the interstics etc compltete 1083.81

Providing and filling sand below R.C.C. raft in layers including

29 54.50 Cu.Mt. ramming and watering complete. 504.42

Providing and Casting in situ Controlled Cement Concrete M-150 for

30 63.00 Cu.Mt. R.C.C. Raft and cutt-off walls including necessary shuttering laying, 3695.35

vibrating, ramming and curing complete.

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

31 48.00 Cu.Mt. drawing including centering shttring scaffolding where necessary laying 5270.32

vibrating curing and finishing complete.

Providing and casting in situ ordinary Cement Concrete M-150 mix and

providing necessary pin headers including shuttering, scaffolding

32 314.60 Cu.Mt. vibrating, curing and finishing complete. Without v-Grooves.(A) Height 3901.36

from 0.0 to 5.0 mt

Providing and casting in situ controlled cement concrete M-250 for

R.C.C. solid slab including centering, scaffolding, curing and finishing

33 61.20 Cu.Mt. completed. 5410.94

Providing and casting in situ Controlled cement concrete M.400 for

R.C.C.raft and cut off walls including necessary shuttering laying,

vibrating ramming and curing complete.

Providing and casting in situ Controlled cement concrete M 40 for kerb

/ kerb block including form work curing and finishing etc complete.

Providing and casting in situ controlled cement concrete M-250 for

average 75mm thick wearing coat laid as directed including tamping,

36 12.70 Cu.Mt. vibrating, finishing, curing and filling in joints with bitumen complete. 5343.53

Providing and laying in position FE 500/500D TMT bar reinforcement

including cutting, bending, hooking and tying complete as per detailed

37 21.39 Cu.Mt. drawings .(A) Solid Slab. (upto 10 ton) 73243.02

Providing Diversion of road 3.75 mt width (having 5.50mt formation

width)for structure by providing & spreding Earth work,600 mm GSB-II

38 100.00 Rmt 200 mm.GSB-I 200mm,The length of road is depend on site condition 1739.73

etc as directed by Engineer in Charge

Dismentaling the existing structure including removing and stacking the

dismentelled materials as and where directed. (A) R.C.C. work

Wall painting two coats with Plastic emulsion paintApproved brand

and manufacture brushing, interiour to give an even shade including

cleaning the surface an even shade including cleaning the surface of all

dirt, dust, and other foreign matter

Rs. One Corer Twenty Nine Lack Fifty Eight Thousand Two Hundred Seventy Four and Paise Fourty Seven 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 under.

*Estimated amount *Estimated amount

put to tender Rs. 12958274.47 put to tender Rs.

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 of input rate mentioned in all the tender.

Signature of Bidder

Deputy Executive Engineer Executive Engineer

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