Package No.8/BAR/MMGSY/RES/2-RD/25-26 (1) Bhamni Halpativas Orgam Road 2.400 km. (W/S 0/000 To 2/115 KM) (2) Junvan Main road to dhariya pipla road 1 KM. (0/000 To 1/000 KM)Total length:3/115 km Ta.Bardoli,Di.Surat

Name of work: Package No.8/BAR/MMGSY/RES/2-RD/25-26 (1) Bhamni Halpativas Orgam

Road 2.400 km. (W/S 0/000 To 2/115 KM) (2) Junvan Main road to dhariya

pipla road 1 KM. (0/000 To 1/000 KM) Total 3.115 km Tal. Bardoli Dist.

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 0.27 Hect. Clearing and grubbing road land, including 34889.38

uprooting rank vegetation, grass bushes, shrubs,

saplings, and trees girths 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 1353.15 Hect. Box cutting the road surface to proper slope and 109.41

camber formaking a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 50Mt.lead.

3 7381.00 Sq.mt. Scarifying gravelled macadam or bitumen 42.76

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff.

4 274.05 Cu.mt. Earthwork in cutting in all sorts of soil and soft 109.41

murrum 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.

5 407.03 Cu.mt. Supplying Stacking and Spreading the Hard 643.80

Murrum including rolling and watering etc.

6 716.86 Cu.mt. Providing and laying 150mm thick W.B.M of 1162.49

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

7% stone dust as filler, including spreading,

watering and cosolidation by vibratory roller as

per MoRTH specifications etc complete as

directed by engineer in charge.

7 769.96 cu.mt. Construction of granular sub-base 150 mm thick 798.85

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.

8 273.00 M.Ton Providing and laying bituminous base course 2914.15

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

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.

9 228.00 M.Ton Providing and laying seal coat with B.T. 4407.94

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

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 .

10 194.10 M.Ton Providing & laying 25 mm. thick SDBC using 4585.23

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

batching drum mix plant & spreading the same

by paver finisher 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

11 973.00 M.Ton Providing & laying 37.50mm. thick compacted 3824.03

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 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.

12 11805.00 Sq.mt. Providing and laying asphalt painting on B.T. 46.81

surface 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.

13 3.00 No.s Providing and fixing ordinary kilometer stone of 704.33

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

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

1:4:8 including lettering and painting etc.

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

14 13.00 No.s Providing and fixing Hectometer as per I.R.C. 356.50

type design including lettering and painting etc.

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

15 2.00 No.s Informatory sings: Providing and fixing sing 3856.90

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 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)..

16 4.00 No.s Village name/ Bump Ahed sign :-Providing and 5045.36

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

17 2.00 No.s Direction sign (Junction board):-Providing and 14831.71

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 Grade(VR)...

18 6.00 No.s Chevron sign :-Providing and fixing sign boards 3711.75

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

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

19 720.00 Cu.Mt Excavation for foundation up to 1.5m depth 260.57

including sorting out and stacking of useful

material and disposing off the excavated stuff as

directed by Engineer in charge with all lead and

lift in (2) Dense or hard Soil.

20 54.00 Cu.Mt Providing & filling in foundation with ordinary 3325.30

cement concrete M 100 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

21 900.00 Cu.Mt Providing & making Gabion structure with 2767.50

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

openings per meter of mesh perpendicular to

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

22 102.00 Sq.mt. Providing and laying Fitter Media 600mm thick 1311.18

directed at the back of abutments, returns and

wing walls as per detailed specifications

23 102.00 No Providing amd laying weep hole in abutment, 89.20

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

Diamieter including laying in propar grade and

joining etc. complete As per detailed

24 345.50 Cu.Mt. Excavation for foundation in sand, gravel, clay, 526.15

soft, soils and murrum etc. including sorting

strutting and dewatering as necessary and

disposing off the excavated stuff as directed. (A)

Depth upto 3.0 mtr.

25 133.10 Cu.Mt. Providing and filling rubble for appron including 1083.81

hand packing and filling in the interstics etc

26 34.70 Cu.Mt. Providing and filling sand below R.C.C. raft in 504.42

layers including ramming and watering

27 39.70 Cu.Mt. Providing and casting in situ ordinary cement 3695.35

concrete M - 150 for R.C.C. raft and cut off

walls including necessary shuttering laying,

vibrating ramming and curing complete.

28 45.00 Cu.Mt. Providing and casting in situ Controlled cement 5270.32

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

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

including centering shttring scaffolding where

necessary laying vibrating curing and finishing

29 241.40 Cu.Mt. Providing and casting in-situ ordinary cement 3901.36

concrete M150 mix and providing necessary pin

headers including shuttering, scaffolding, laying,

vibrating and finishing without V-grooves ( A )

Height from 0.0 to 5 Mt.

30 40.60 Cu.Mt. Providing and casting in situ controlled cement 5410.94

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

centering, scaffolding, curing and finishing

31 57.70 Cu.Mt. Providing and casting in situ Controlled cement 4663.10

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

including necessary shuttering laying, vibrating

ramming and curing complete.

32 11.20 Cu.Mt. Providing and casting in situ Controlled cement 4917.69

concrete M 400 for kerb / kerb block including

form work curing and finishing etc complete.

33 8.10 Rmt Providing and casting situ Controlled cement 5660.71

concrete M.400 for averge 100mm. Thick

wearing coat laid as directed including tamping

vibrating finishing curing and filling in joints

with bitumen complete.

34 15.56 M.T. Providing and laying in position FE 500/500D 73243.02

TMT bar reinforcement including cutting,

bending, hooking and tying complete as per

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

35 50.00 Rmt Providing Diversion of road 3.75 mt width 1739.73

(having 5.50mt formation width)for structure by

providing & spreding Earth work,600 mm GSB-

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

depend on site condition etc as directed by

Engineer in Charge

36 36.00 Cu.Mt. Dismentaling the existing structure including 955.41

removing and stacking the dismentelled

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

37 177.20 Sq.mt. Wall painting two coats with Plastic emulsion 84.37

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

Rs. One Corer Fifty Seven Lack Ninty Nine Thousand Seven Hundred One Nine and Paise Seventy 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. 15799719.76 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

Signature of Bidder Deputy Executive Engineer Executive Engineer

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