Package No.4/KAM/MMGSY/RES/1-RD/26-27 1) vav to Join. Nansad jokha morthana road KM. (0/00 To 3/400 KM) Ta. Kamrej Di. Surat..

Name of work: Package No.4/KAM/MMGSY/RES/1-RD/26-27 1) vav to Join. Nansad jokha morthana road KM. (0/00

To 3/400 KM) Ta. Kamrej Di. Surat.

Memorandum showing items of works to be carried out

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

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

estimated but may In figures to estimated quantities

be more or less Rs. Ps.

1 0.306 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

2 834.00 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 9937.50 Sq.mt. Scarifying gravelled macadam or bitumen macadam surface 6 cm

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

and disposing off remaining stuff. 42.76

4 303.75 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 and cutting 109.41

and toe of spoil bank.

5 15.00 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 following 3469.26

internal daimeters.(iii) 900mm dia.

6 299.30 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

7 306.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum including

rolling and watering etc. Complete. 608.12

8 218.00 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 742.07

rotavator at OMC, and compacting with vibratory roller to

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

9 138.00 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

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

10 1375.00 and curing and

Sqmt Providing etc. cpmplete.

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.

11 500.00 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 395.86

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

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

12 304.00 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 1160.80

cosolidation by vibratory roller as per MoRTH specifications etc

complete as directed by engineer in charge.

13 145.00 cu.mt. Construction of granular sub-base 100 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 796.48

vibratory roller to achieve the desired density etc. complete.

14 948.00 M.Ton Providing and laying bituminous base course 37.5mm thick

compacted in one layer with tack coat of asphalt Emulsion RS1 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 @

% by weight of total mix for mixing including heating the

aggregate and asphalt by drum mix plant and spreading the same 2850.93

by paver finisher and consolidation with vibratory roller including

providing all meterials, equipments, tools and plants, oil,

kerosene, fire wood, labour chrges etc. complete.

15 974.50 M.Ton Providing & laying 37.5mm. thick compacted Bituminous

Macadam with using VG-30 asphalt for tack coat at 2.50 Kg /

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 3683.32

including operating plant and machinery cost of asphalt, fuel, oil,

lubricant and labour charges etc. complete.

16 425.30 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 .

17 11812.50 Sq.mt. Providing and laying asphalt painting on B.T. surface with

bitumen VG-30 at rate 5.00Kg / 10Sq.mt. including spreading 44.92

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

18 4.00 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. complete. (For 704.33

19 14.00 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

20 1.00 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 35 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)..

21 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 3 mm, 4545.00

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 60 cms

for each leg, including excavation curing etc. complete under the

supervision of Engineer-In-Charge (A)Engineering grade.

22 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 in 5045.36

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 4.00 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) 14831.71

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

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

24 311.10 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 130 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 years.

25 564.00 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 detachment of 217.40

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

26 4.00 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)

27 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

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 3711.75

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

28 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).

29 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

x 3mm 75x75x6mm 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 tec. complete under the

supervision of engineer in charge.(A) Engineering grade.

Rs. One Corer Twenty Four Lack Three Thousand Nine Hundred Twenty Eight and Paise Twelve 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. 12403928.12 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

Dy.Executive Engineer Executive Engineer

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