Package No. 09/KAM/MMGSY/RES/1-RD/26-27 1) Parab Jodva Road KM. (0/00 To 2/600 KM) Ta. Kamrej Di. Surat.

Name of work: Package No. /KAM/MMGSY/RES/1-RD/26-27 1) Parab Jodva Road KM. (0/00 To 2/600 KM) Ta.

Kamrej 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 estimated

be more or less Rs. Ps. quantities

1 0.221 Hect. Clearing and grubbing road land, including 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 34889.38

2 492.60 Cu.mt. Box cutting the road surface to proper slope and camber for

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto 109.41

3 6187.50 Sq.mt. Scarifying gravelled macadam or bitumen macadam surface

cm to 10 cm.depth including stacking useful materials on road 42.76

side and disposing off remaining stuff.

4 255.00 Cu.mt. Earthwork in cutting in all sorts of soil and soft murrum

including conveying and putting the stuff in spoil bank

maintaining minimum distance of five meter between top edge 109.41

and cutting and toe of spoil bank.

5 45 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

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

following internal daimeters.(iii) 900mm dia.

6 336.58 Cu.mt. 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 177.91

process using power roller 8T to 10T.(E) From Borrow area

within 3.0KM. lead

7 175.50 Cu.mt. Supplying Stacking and Spreading the Hard Murrum including

rolling and watering etc. Complete. 596.10

8 159.00 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 with

rotavator at OMC, and compacting with vibratory roller to 726.68

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

9 131.00 Cu.mt. Construction of dry lean cement concrete Sub- base over a

prepared sub-grade with coarse and fine aggregate conforming to

IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per table 600-1, cement content not to be

less than 220 kg/ cum, optimum moisture content to be

determined during trial length construction, concrete strength not 2442.18

to be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, laid with a fixed form paver or conventional

method, compacting with 8-10 tonnes vibratory roller, finishing

and curing etc. complete.

10 1750.00 Sqmt Providing and fixing pre-cast steel Dye inter locking concrete

block 80 mm thick with grade of concrete M 350 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for 988.30

levelling and filling the joint with sand in proper line and level

as per guidlines of IRC : SP 63-2018 etc. Complete.

11 700.00 Rmt Providing and fixing pre-cast concrete kerb stone of gray cement

based concrete block 30cm length,30cm height and 15cm thick

of M200 grade concret as per approved design and including

excavation for fixing in proper line and level,filling the joint

with C:M 1:3 (1cement:3fine sand) etc complete.

12 213.00 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

7% stone dust as filler, including spreading, watering and 1141.76

cosolidation by vibratory roller as per MoRTH specifications etc

complete as directed by engineer in charge.

13 8268.75 Sq.mt. Providing & laying 37.50 mm thick compacted built up spray

grout base course in Single layers with bitumen grade (VG-30)

at rate of 4 kg per 10 sq.mt. with 0.50 cu.mt. stone aggregate for

first layer and 15 kg of bitumen and 0.50 cu.mt. stone aggreegate

per 10 sq.mt. of road surface for second layer and using

cu.mt. of key aggregate per 10 sq.mt. including consolidation 218.77

with vibratory roller and tack coat using asphalt (VG-30) at rate

of 2kg/10 sq.mt. etc. complete including the cost of asphalt and

cost of stone aggregate.

14 649.70 M.Ton Providing & laying 37.5mm. 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 weight of total mix hot laid process

with drum mix plant including consolidation with vibrating 3677.57

roller including operating plant and machinery cost of asphalt,

fuel, oil, lubricant and labour charges etc. complete.

15 283.50 M.Ton 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 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 .

16 7875.00 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.

17 2.00 No.s 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. 1:4:8 including lettering and painting etc. 704.33

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

18 11.00 No.s Providing and fixing Hectometer as per I.R.C. type design

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

19 2.00 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

x 3mm75x75x6mm as required; painted with best qualityepoxy

coatings in black and whitebends. the details of symbol for 3856.90

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)..

20 2.00 No.s MMGSY Logo Board:- Providing and fixing MMGSY Logo

Board made out of 2mm aluminium sheet, as per the drawing &

design. Pre treated with phospheting process and acid etching

coated with one coat of epoxy primer and two coat of best

quality epoxy paint, refloctrorized with retro reflective sheeting

as per the latest M.O.S.T. specification, 3.1 Mt. long stand post

and frame fabricated from suitable size iron angle of 35 x 35 x

mm, 75 x 75 x 6 mm as required painted with best quality epoxy

coatings in black and white bends. The details of symbol 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

cms for each leg, including excavation curing etc. complete

under the supervision of Engineer-In-Charge (A)Engineering

21 2.00 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 5045.36

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)...

22 2.00 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

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)...

23 245.55 Sq.mt. Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excludingof surface applied glass beds as

per IRC:35- 2015. The finished surface to be level, uniform and

free from streaks and holes. zebra patta /bump patta lane/center

line/ edge line/cut patta. The white color marking should provide

liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux

during the service lifeduring the day time. The marking should

meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of

IRC 35-2015. Warranty for the Retro reflectivity should be two

24 432.00 No.s Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering

the lens face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width

and length shall not exceed 20mm, 130 mm and 130 mm and

with minimum reflective area of 13 Sqcm on each side and the

slope to the base shall be 35 +/- 5 degree. The strength of 217.40

detachment of the integrated cylindrical shanks, (of diameter not

less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from

the body is to be a minimum value of 500 Kgf. Fixing will be by

drilling holes on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as per manufacturers

recommendation and The color of the marker should be as per

25 3.00 No.s Cautionary Warning Sign :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 90 x 90 x 90 cms.

equilateral triangle as per 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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x35 x 3mm, 75 x

x 6mm as required; painted with bestquality epoxy coatings in 3808.66

black andwhite bends. The details of symbol foreach board shall

be as per theinstruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)

26 6.00 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 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 3711.75

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

27 2.00 No.s Regulatory/Mandatory signs :Providing and fixing sing

boardsmade out of 2mm aluminium sheet; size 60cms. diameter

circle asper the design of IRC-67-1977 pre treated with

phospheting process & acid eteching; 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; 3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best quality epoxy coatings in black and

white bends. the details of symbol 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).

28 2.00 No.s STOP SIGN:-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 90cms. rectangle as per the design of

IRC-67-1977 pre treated with phospheting process & acid

teching; 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; 3.1m long stand

post and frame fabricated from suitable size iron angle of 35 x

35 x 3mm 75x75x6mm as required; painted with best quality

epoxy coatings in black and white bends. the details of symbol 4676.06

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 tec.

complete under the supervision of engineer in charge.(A)

Engineering grade.

29 52.80 Cu.Mt Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated

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

30 4.10 Cu.Mt Providing & filling in foundation with ordinary cement concrete

M 100 mix and providing necessary vertical pin headers

including formwork vibrating ramming & curing complete.

31 36.70 Cu.Mt Providing & filling in foundation with ordinary cement concrete

M 150 mix and providing necessary vertical pin headers

including formwork vibrating ramming & curing complete.

32 26.90 Cu.Mt. Construction of Granular Sub Base (for Around the pipe of

C.D.Works) by providing coarse graded machine crushed B. T.

material satisfying MOST Specification of Grading - I using

mm to 26.5 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.

33 12.00 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

34 1.00 No. 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. complete

35 46.22 Sq.mt. White washing with lime on wall surface (two coats) to give an

even shade including thoroughly booming the surface to remove

all dirt, dust, mortar drops and other foreign matter.

Rs. Ninty Six Lack Five Thousand Five Hundred Ninty Seven and Paise Sixty Five 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. 9605598.04 put to tender Rs.

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

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

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