Package No.13 /KAM/MMGSY/RES/2-RD/26-27 (1) Sevni PHC Approach road KM. (0/00 To 0/800 KM)(2)Haldaru, Ashramshala Road KM. (0/00 To 2/000 KM) Ta. Kamrej Di. Surat.

Name of work: Package No.13 /KAM/MMGSY/RES/2-RD/26-27 1) Sevni PHC Approach road KM. (0/00 To 0/800 KM)

,2) Haldaru, Ashramshala Road KM. (0/00 To 2/000 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 0.252 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 thorny 34889.38

2 146.40 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 10050.00 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 1809.00 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 and cutting and toe of 109.41

5 65.00 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.

6 789.04 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 process using power

roller 8T to 10T.(E) From Borrow area within 3.0KM. lead 177.91

7 252.00 Cu.mt. Supplying Stacking and Spreading the Hard Murrum including

rolling and watering etc. Complete. 565.61

8 643.00 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 achieve the 711.30

desired density, complete as per clause 401.B

9 66.00 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 and curing

10 660.00 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

levelling and filling the joint with sand in proper line and level as 988.30

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

11 70.00 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 765.71

mix in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

12 272.30 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 @

% 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 2794.27

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

fire wood, labour chrges etc. complete.

13 883.00 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 including

operating plant and machinery cost of asphalt, fuel, oil, lubricant 3659.76

and labour charges etc. complete.

14 385.30 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 4251.26

drum mix plant, machineries and equipment tools etc. complete in

accordance with the requirement of specification .

15 10702.50 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. 44.82

16 2.80 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 OD.R. &

17 12.00 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

18 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 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 3856.90

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)..

19 4.00 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, 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 4545.00

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.

20 6.00 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

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 5045.36

60cms. for each leg. including excavation curing etc. complete

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

21 10.00 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

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 14831.71

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)...

22 296.65 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 367.72

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.

23 563.00 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 the

integrated cylindrical shanks, (of diameter not less than 19 +/- 2 217.40

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 the IRC 35-2015 and as

directed by Engineer-in-charge.

24 6.00 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 75 x 6mm as required; painted with

bestquality epoxy coatings in black andwhite bends. The details of

symbol foreach board shall be as per theinstruction of engineer in 3808.66

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x

x 60 Cms. for each leg.including excavation, curing etc.complete

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

25 9.00 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 3711.75

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 certifiedcopy of 3 year

outdoor exposure test report from third partytest lab for the product

offered shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective sheetin

26 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 3439.81

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).

27 4.00 No.s Hazard Marker Sign :-Providing and fixing sign boards made out

of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite

Panel); size 90x30 cms. rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint

; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings in black and white bends. The 3518.69

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 blockof

size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective

28 4.00 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 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.

29 240.00 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 395.86

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

30 126.00 Cu.Mt. Supply & Laying of Mechanically Woven Double Twisted

Hexagonal Shaped Wire Mesh Gabion Boxes of required size,

Mesh Type 10x12cm, Zinc and PVC coated, Mesh Wire dia.

2.7/3.7mm (ID/OD), mechanically edged/selvedged,with heavy

coating of galvanizationas per EN10223-3/ASTMA975 with

partitions at every 1 m interval and properly packed with approx

200mm size rubble including transportion and placing at indicated

place as per direction of engineer in charge including tools, plants,

labour, material, royalty charge etc in all respect and stiching with

lacing wire of dia 2.2/3.2mm(ID/OD), including all safty

precautions and with all lead lift.

31 99.00 sqmt Providing and laying of thermally bonded non woven geotextile of

approved brand and quality beneath the Gabian wall as directed

32 50.00 Cu.Mt Excavation for foundation up to 1.5m depth including sorting out

and stacking of useful material and disposing off the excavated

stuff up to 50 mt lead (1) Loose or soft soil .

33 7420.13 Sqm. 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

sq.mt. of road surface for second layer and using 0.13 cu.mt. of key

aggregate per 10 sq.mt. including consolidation 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

Rs. One Corer Fourteen Lack Fourty Eight Thousand Four Hundred Seventy and Paise Twenty 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. 11448470.25 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