Package No.5/BAR/MMGSY/RES/3-RD/25-26 (1) Bardoli isroli village ramdevji temple to NH -53 joining Road 1.200 KM (W/S 0/00 To 1/120 KM) ,(2) Bardoli Isroli Village Isroli Gram Panchayat to Afva Gram Panchayat Joining Road 1 KM. (W/S 0/00 To 0/960KM),(3)Ten Chanakayapuri road joining old age home 1.2 KM (W/S 0/00 To 0/920 KM )Total length:3/000 km Ta.Bardoli Di. Surat

Name of work: Package No.5/BAR/MMGSY/RES/3-RD/25-26 (1) Bardoli isroli village ramdevji temple to NH -

53 joining Road 1.200 KM (W/S 0/00 To 1/120 KM) ,(2) Bardoli Isroli Village Isroli Gram

Panchayat to Afva Gram Panchayat Joining Road 1 KM. (W/S 0/00 To 0/960KM),(3)Ten

Chanakayapuri road joining old age home 1.2 KM (W/S 0/00 To 0/920 KM ) Ta. Bardoli Di.

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 Hect. Clearing and grubbing road land, including uprooting rank

vegetation, grass bushes, shrubs, saplings, and trees girths up to

0.27 300 mm, removal of stumps of trees cut earlier, and disposal of 34889.38

unserviceable materials(D) By mechanical means in area of

2 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum

including conveying and putting the stuff in spoil bank

4559.00 maintaining minimum distance of five meter between top edge 109.41

and cutting and toe of spoil bank.

3 Cu.mt. Supplying Stacking and Spreading the Hard Murrum including

410.40 rolling and watering etc. Complete. 586.07

4 Cu.mt. 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

697.50 with rotavator at OMC, and compacting with vibratory roller to 719.00

achieve the desired density, complete as per clause 401.B

5 Cu.mt. 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.

6 cu.mt. 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

2219.93 7% stone dust as filler, including spreading, watering and 1125.53

cosolidation by vibratory roller as per MoRTH specifications

etc complete as directed by engineer in charge.

7 M.Ton 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 4.0 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

976.00 heating the aggregate and asphalt by drum mix plant and 2860.30

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.

8 M.Ton Providing, laying and rolling 25mm thick open graded

premixed 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 paver

684.00 finisher and consolidation with power roller including necessary 4003.78

firewood, oil, lubricants, labour charges etc.using contractor's

own drummix plant and equipment, tool etc. completed in

accordance with the requirement of specification.

9 M.Ton 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 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 Sq.mt. Providing and laying asphalt painting on B.T. 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.

11 No.s Providing and fixing ordinary kilometer stone of precast C.C.

1:2:4 including necessary reinforcement as per I.R.C. type

3.92 design in C.C. 1:4:8 including lettering and painting etc. 704.33

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

12 No.s Providing and fixing Hectometer as per I.R.C. type design

13.00 including lettering and painting etc. complete. (ii) Fixing in 356.50

13 No.s 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 best

7.00 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)..

14 No.s 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 Grade(VR)...

15 No.s 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

8.00 50 x 50 x5mm 75x75x6mm as required; painted with best 14831.71

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)...

16 No.s 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

25.00 and frame fabricated from suitable size ironngle of35x35x3mm; 3711.75

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

Cms. for each leg includingexcavation, curing etc.complete

under the supervision ofengineer in charge. A warranty for

years for the Retroreflective sheeting from original

manufacturer & a

17 Cu.Mt Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

137.00 excavated stuff upto 50 Meter lead.(B) Dense or Hard soil 260.57

18 Cu.Mt Providing & filling in foundation with ordinary cement concrete

M 100 mix and providing necessary vertical pin headers

3.30 including formwork vibrating ramming & curing complete. 3325.30

19 Cu.Mt Providing & filling in foundation with ordinary cement concrete

M 150 mix and providing necessary vertical pin headers

30.10 including formwork vibrating ramming & curing complete. 3695.35

20 Rmt Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in

7.50 C.M. 1:2 watering and laying (to level or slopes) of class NP3 3469.26

of following internal daimeters.(v) 900mm dia.

21 Cu.Mt 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

0.00 in uniform layer with motor grader on prepared surface, mixing 0.00

by mix in place method with rotavator at OMC and compacting

with vibratory roller to achieve the desired density etc.

22 No Providing and fixing guard stone as per I.R.C. type design

including white washing etc. complete.(ii) Fixing in C.C. 1:5:10

23 No Providing and fixing 20cm. x 15cm x 2.5 cm. thick year plate

1.00 of marble stone set in C.M. 1:4 including finishing and 279.69

engraving letters etc. complete.

24 Sq.mt. White washing with lime on wall surface (two coats) to give an

even shade including thoroughly booming the surface to remove

37.42 all dirt, dust; mortar drops and other foreign matter. 13.03

25 Cu.Mt. Excavation for foundation up to 1.5m depth including sorting

out and stacking of useful material and disposing off the

0.00 excavated stuff as directed by Engineer in charge with all lead 0.00

and lift in (2) Dense or hard Soil.

26 Cu.Mt. Providing & Filling in Foundation with Ordinary cement

concrete M100 mix and providing necessary vertical pin

14.90 headers including formwork, vibrating ramming and curing 3325.30

27 Cu.Mt. Providing and casting in-situ ordinary cement concrete M150

mix and providing necessary pin headers including shuttering,

216.20 scaffolding, laying, vibrating and finishing without V-grooves ( 3988.04

A ) Height from 0.0 to 5 Mt.

28 Sq.Mt. Providing and laying - Fitter Media 600mm thick directed at

129.00 the back of abutments, returns and wing walls as per detailed 1311.18

29 M.T. Providing and fixing in position ISI mark TMT (Fe-500) bar for

temperature reinforcement for mass concrete pier/abutment

1.03 returns including cutting bending and tying as required 73858.69

30 No Providing weep holes in abutment, returns using 100 mm. dia

A.C. pipe with C.I. grating including cutting, placing the pipe

129.00 in required slope and position as directed etc. complete. (As per 89.20

detailed specification)

31 Cu.Mt. Earth work for embankment including breaking clods dressing

with all lead & lifts and including watering rolling and

consolidation of sub grade in layers of O.M.C. to required dry

density including filling in depressions which occure during the

process using vibratory roller 80 to 100 KN (E) From borrow

area within 3.00 Km Lead Having C.B.R. More than 5.00%

Rs. One Corer Fourty Five Lack Thirty Five Thousand Twenty Four and Paise Fourty Eight 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. 14535024.48 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