Remaining Work of Constg. of Rural Road Under MMGSY - 2022-23 Package No. - 13, Ta. - Modasa, Dist. - ARVALLI

Name of Work :- Remaining Work of Constg. of Rural Road Under MMGSY - 2022-23 Package No. -

13, Ta. - Modasa Dist. - Arvalli

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

1 Clearing and grubbing road land including 1.69 32361.25 Rupees Hect.

uprooting rank vegetation grass bushes, ThirtyTwo

shrubs, sapling and trees girth up to 300 Thousand

mm removal of stumps of trees cut earlier

and disposal of unserviceable materials (C)

By mechanical means in area of light TwentyFive

2 Earthwork for embankment including 6107.08 194.32 Rupees One Cum

breaking clods, dressing with all lead and Hundred

lift and including watering rolling and NinetyFour 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 with all lead and lift.

3 Providing, laying, and compacting Hard 672.00 358.33 Rupees Three Cum

murrum for Road side shoulders including Hundred

spreading in uniform thickness, including FiftyEight and

rolling with vibratory roller 80-100 kN static

wt. to proper grade and camber including

watering etc. complete.

4 Construction of Granular Sub Base (GSB) 1480.00 825.71 Rupees Eight Cum

by providing M.C. coarse graded material of Hundred

grading-I, spreading in uniform layers with TwentyFive

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, complete as

per MORTH specification.

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

5 Providing, laying, spreading and 987.00 945.97 Rupees Nine Cum

compacting stone aggregates of specific Hundred

sizes to water bound macadam (Grade-I) FourtyFive and

(B.T. Metal of size 45 to 90 mm)

specification including spreading in uniform

thickness, hand packing , rolling with

vibratory roller 80-100 kN static wt. to

proper grade and camber, applying and

brooming, stone screening / binding

materials to fill-up the interstices of coarse

aggregate, watering and compacting etc.

complete as per Specifcation.

6 Providing, laying, spreading and 1367.50 901.93 Rupees Nine Cum

compacting stone aggregates of specific Hundred One

sizes to water bound macadam (Grade-II) and Paisa

(M.C. Metal of size 40 to 63 mm)

specification including spreading in uniform

thickness, hand packing , rolling with

vibratory roller 80-100 kN static wt. to

proper grade and camber, applying and

brooming, stone screening / binding

materials to fill-up the interstices of coarse

aggregate, watering and compacting etc.

complete as per Specifcation. (45 to 63mm

size M.C. Metal)

7 Providing & laying 37.50mm thick 607.28 2081.51 Rupees Two M.T.

Bituminous grout base course with Thousand

Emulsion RS1 for tack coat @ 4.0 kg./ 10 EightyOne and

Sqmt WBM surface and using B.T. stone

aggregate as per required gradation with

asphalt of VG-30 grade at the rate of 1.99%

i.e. 19.90 Kg/ M.T. including heating &

mixing in drum mix plant transporting the

mix spreading the same by paver finisher

and consolidation by vibratory roller as per

MORT&H specification including cost of all

materials fuel, labours, tools and plant etc

using contractors own drum mix plant etc.

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

8 Providing and laying 25 mm thick premix 423.36 2821.60 Rupees Two M.T.

asphalt carpet using 0.66 cmt per 1 MT.mix Thousand

with M.C. stone agg. & Emulsion RS1 for Eight Hundred

tack coat @ rate of 2.50 kg / 10 smt. &

using asphalt VG-30 of 33.60 kg .ie.

3.36 % by Drum Mix Plant & spreading

the same by paver finisher with vibratory

roller 80 to 100 KN. static wt. incl. providing

all equipments tools and plants, fire wood,

oil, kerosene, labour charges etc. complete

with contractor's own machineries, etc.

9 Providing and laying bitumenous Seal coat 228.40 3193.23 Rupees Three M.T.

0.18 cmt / 10 smt. with machine crushed Thousand One

aggregate using 45.00 kg. VG-30 of Hundred

bitumen per M.T. of total weight of mix agg.

(4.50 % of total weight of mix) by drum mix

plant and spreading the same by paver Only

finisher and consolidation with vibratory

roller 80 to 100 KN static wt. incl. providing

all materials equipments, tools and plants,

fire wood, oil, kerosene, labour charges etc.

comp & flushing sand @ rate of

10 Providing & fixing ordinary Kilometre stone 7.00 1051.13 Rupees One No.

of pre cast C.C. 1:2:4 including necessary Thousand

reinforcement per I.R.C type design fixing FiftyOne and

in C.C. 1:2:4 including painting, lettering

11 Providing and fixing Hectometer as per 22.00 321.63 Rupees Three No.

I.R.C. type design including painting, Hundred

lettering etc. complete.(ii) Fixing in C.C. TwentyOne

12 Providing and fixing indicator stone of 319.00 293.66 Rupees Two No.

approved stoneas per I.R.C. type design in Hundred

C.C. 1:4:8 including white washing etc. NinetyThree

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

13 Providing and fixing guard stone as per 118.00 239.06 Rupees Two No.

I.R.C. type design including white washing Hundred

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

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

14 Cautionary Warning Sign :-Providing and fixing 4.00 4326.84 Rupees Four No.

sing boards made out of 2mm aluminium sheet; Thousand

size 90 x 90 x 90 cms. equilateral triangle as per Three Hundred

design of IRC- 67-1977. Pre treated with TwentySix and

phospheting process & acid etching; coated with Paisa

one coat of epoxy primer and two coats of best EightyFour

quality epoxy paint ;reflectorised with retro Only

refiectivesheeting as per latest

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

postand frame fabricated from suitable sizeiron

angle of 35 x 35 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 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.(B) High Intensity Grade.

15 Informatory Signs :-Providing and fixing sing 4.00 5048.99 Rupees Five No.

boards made out of 2mm aluminium sheet; size Thousand

80 x 60cms. rectangle as per the design of IRC- FourtyEight

67-1977 pre treated with phospheting process & and Paisa

acid teching; coated with one coat of NinetyNine

epoxyprimer and two coats of best quality epoxy Only

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 3mm 75x 75x 6mm

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.(B) High Intensity Grade.

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

16 Regulatory/Mandatory signs :Providing and 4.00 3930.92 Rupees Three No.

fixing sing boards made out of 2mm aluminium Thousand Nine

sheet; size 60cms. diameter circle as per the Hundred Thirty

design of IRC-67- 1977 pre treated with and Paisa

phospheting process & acid eteching; coated NinetyTwo

with one coat of epoxy primer and two coats of Only

best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and

framefabricated 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 etc. complete under

the supervision of engineer in charge.(B)High

Intensity Grade

17 Direction sign (Junction board):-Providing and 4.00 22715.91 Rupees No.

fixing sing boards made out of 2mm aluminium TwentyTwo

sheet; size 244 x 122cms. rectangle as as per Thousand

the design of IRC-67- 1977 pre treated with Seven

phospheting process & acid etching; coated with Hundred

one coat of epoxy primer and two coats of best Fifteen and

quality epoxy paint; reflectorised with retro Paisa

refiective sheeting as per latest M.O.S.T. NinetyOne

Specifications; Letters and numerals should be Only

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 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.(B)High

Intensity Grade

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

18 Citizen' s information Board- Providing and fixing 2.00 10884.77 Rupees Ten No.

of typical MMGSY information board as per Thousand

instruction. Two MS plates of 1.6 mm thick, of Eight Hundred

900 mm x 750mm size fixed at top & bottom EightyFour and

duly welded with MS angles of 25 x 25 x 5 mm Paisa

thick M.S plate shall be welded by two vertical SeventySeven

M.S flats & four horizontal M.S flates 5 mm thick Only

to 75 mm x 75 mm of 12 SWG square tubes

posts duly embedded in cement concrete M-15

grade blocks of 600mm x 600mm x 75mm,

below ground level. Painting New letters & figure

of any shade with ready mixed synthetic

enample paint of superior quality in required

shade and colour, All sections of framed posts

and steel tube will be painted with primer and

two coats of epoxy paints as per drawing Clause

1701 and Annexure 1700.1 (10.16)

19 MMGSY "LOGO" Board : Providing and fixing of MMGSY 2.00 5048.99 Rupees Five No.

LOGO informatory sign board with Logo as per section 1700 Thousand

of MORD specifications and drawing. The board will be a

composite unit consisting of Two Plates of ACM (Aluminum

Composite Material), material specifications as per clause and Paisa

17001.3. The top most plate will be of 3mm ACP in diamond NinetyNine

shape of 600x600mm size, riveted with MS angle iron frame Only

of 25mmx25mmx5mm size on back on edges. The Lower

plate will be of 4mm ACP of 1100x300mm size riveted with

MS angle iron frame of 25mmx25mmx5mm size on back on

edges. Riveting of all the sheets over angle and flat iron

frame will be done neatly to have plain surface on one side.

The angle iron frame of Both the plates will be welded to a

75mm x75mmx6mm Mild steel post at Centre and this post

will be embeded in cement concrete M15 grade block of

450x450x600mm below ground level. The height of the

bottom of the lower plate will be 1200mm from normal

ground level. The spacing between the diamond shaped

plate and Lower Plate is kept 150mm. MMGSY logo, letters

and numerals on the ACM should be made up of Retro

Reflective sheeting of Type-1 AEGP Class-A grade as per

the latest MORD section 1700 and IRC 67-2012

specifications. Al the section of the frame and posts shall be

painted with primer and two coats of epoxy paint. The

design, painting and lettering shall be done as per the

MMGSY Logo sign Design and as directed by Engineer in-

charge. A warranty for 5 years for the Retro reflective

sheeting for Type-1 Class-A from original manufacturer shall

be submitted by contractor.

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

20 MMGSY Project Information Board: Providing and fixing of 2.00 11655.40 Rupees Eleven No.

typical PMGSY Project informatory sign board with Logo as Thousand Six

per 1700 of MORD specifications and drawing. The board

will be a composite unit consisting of Three Plates ACM

(Aluminum Composite Material), material specificaitons as FiftyFive and

per clause 17001.3. The top most plate will be of 3mm ACM Paisa Fourty

in diamond shape of 600x600mm size, riveted with MS Only

angle iron frame of 25mmx25mmx5mm size on back on

edges. The middle 4mm ACM plate of will be 1200x150mm

size riveted with MS angle iron frame of 25mmx25mmx5mm

size on back on edges. The main 4mm ACM lower most

plate will be 1500mmx600mm size, riveted with MS angle

iron frame of 25mmx25mmx5mm size. Riveting of all the

sheets over angle and flat iron frame will be done neatly to

have plain surface on one side. The angle iron frame of

lower most plate and flat iron frame of the middle plate will

be welded to two nos. 75mm x75mm (12 SWG) sheet tubes

posts placed at 1125mm apart centre to centre. the top of

the middle plate will be flushed with the top of 75mm dia

medium steel tube posts and these posts will be embeded in

cement concrete M15 grade block of 450x450x600mm

below ground level. The height of the bottom of the lower

plate will be 1200mm from normal ground level and the

bottom of the middle plate will be 100mm above the top

level of the lower most plate. the diamond shaped plate

mounted over flat angle iron frame will be connected to

middle plate by square steel section of 47mmx47mm,

thickness 12SWG having a spacing of 100mm between the

diamond shaped plate and middle plate and this square

section will be riveted to the bottom point of the diamond

shaped plate. MMGSY logo, letters and numerals on the

ACM should be made up of Retro Reflective sheeting of

Type-1 AEGP Class-A grade as per the latest MORD

section 1700 and IRC 67-2012 specifications. Al the section

of the frame and posts shall be painted with primer and two

coats of epoxy paint. The design, painting and lettering shall

be done as per the MMGSY Signage Guide and as directed

by Engineer-In-charge. . A warranty for 5 years for the Retro

reflective sheeting for Class-A respectively, from original

manufacturer shall be submitted by contractor.

21 Excavation for foundatiuon upto 1.5 m 584.00 161.18 Rupees One Cum

depth incl. Sorting out & stacking of useful Hundred

material & disposing of the excavated stuff SixtyOne and

upto 50m. Lead. (B) Dense or hard soil.

22 Providing and filling in foundation with 164.49 2216.42 Rupees Two Cum

ordinary cement concrete M- 100 mix and Thousand Two

providing necessary vertical pin headers Hundred

including formwork, vibrating, ramming and

curing complete.

23 Supplying and fixing reinforced concrete 37.50 3862.80 Rupees Three Rmt

heavy duty non pres-sure pipes with Thousand

collars for culverts incl. Setting and Eight Hundred

joining the pipes in C.M. 1:2 watering &

laying (two level or slope ) of 900mm dia.

NP3 pipe internal diametre of IS 458 /

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

24 Providing and filling in foundation with 527.83 2673.15 Rupees Two Cum

ordinary cement concrete M- 150 mix and Thousand Six

providing necessary vertical pin headers Hundred

including formwork, vibrating, ramming and

curing complete.

25 Providing TMT Bar FE 500/500D 3856.53 72.43 Rupees Kg.

reinforcement for R.C.C. work including SeventyTwo

bending, binding and placing in position and Paisa

complete upto floor two level.

26 Provinding and filling sand below R.C.C. 30.99 304.40 Rupees Three Cum

raft in layers including ramming and Hundred Four

watering complete. and Paisa

27 Providing and laying Weep hole in 345.00 55.07 Rupees No.

abutment and return by using PVC. pipe of FiftyFive and

100 mm dia including laying in proper grade Paisa Seven

and joining complete etc as per details

28 White washing with lime on wall surface 859.00 8.08 Rupees Eight Sqmt

(two coats) to give an even shade including and Paisa

thoroughly booming the surface to remove Eight Only

all dirt, dust; mortar drops and other foreign

29 Dismentalling the existing structure 1.00 5050.00 Rupees Five No.

including removing & stacking the Thousand Fifty

dismentalled materials as and where Only

30 Providing & casting in situ Controlled 150.00 4036.01 Rupees Four Cum

cement concrete M - 250 for Cement Thousand

Concrete Road laid as directed including ThirtySix and

tamping, vibrating, finishing, curing, and

filling in joints with bitumen complete.

31 Compaction and finishing of cement 994.00 63.04 Rupees Sqmt

concrete road by trimix process providing SixtyThree and

extra labour charges for the trimix vacum Paisa Four

dewatering service process on cement

concrete road surface by using vacum

dewatering pump floater surface vibrator

including making rough finish to surface as

per in including levelling the complete.

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

32 Road marking with hot applied 1198.00 299.36 Rupees Two Sqmt

thermoplastic paints with reflectorising Hundred

glass beads on bitumin surface providing NinetyNine and

Paisa ThirtySix

and laying a hot applied thermoplastic

compound 2.5 mm thick including

reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding

of 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

mcd/m2/lux during the service life during

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.

33 Excavation for foundation in sand, Gravel, 7.51 324.7 Rupees Three Cum

Clay, Soft soil and Murrum etc., including Hundred

shorting, strutting and dewatering as TwentyFour

necessary and disposing of the excavated

stuff as directed.

34 Providing and casting in-situ controlled 3.28 4303.34 Rupees Four Cum

cement concrete M-250 for RCC raft and Thousand

cut off walls including shuttering, laying, Three Hundred

vibrating, ramming, and curing complete.

35 Providing and casting in situ controlled 0.94 5102.30 Rupees Five Cum

cement concrete M - 300 for R.C.C. solid Thousand One

slab including centering, scaffolding, curing Hundred Two

& finishing comp..(including Apoxy Painting

of Exterior Surface)

36 Providing and casting in-situ controlled 0.84 4231.75 Rupees Four Cum

cement concrete M-300 for average 75mm Thousand Two

thick wearing cost laid as directed including Hundred

tamping, vibrating finishing curing and

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

37 Providing and casting in-situ controlled 0.01 3720.80 Rupees Three Cum

cement concrete M-250 for kerb/kerb Thousand

blocks including formwork, curing and Seven

finishing complete.

38 Providing and casting in-situ controlled 0.00 4103.84 Rupees Four Cum

cement concrete M-300 for approach slab Thousand One

including formwork curing and finishing Hundred Three

39 Providing and placing in position FE 10.43 71636.86 Rupees M.T.

500/500D bar reinforcement for following SeventyOne

items including cutting bending hooking and Thousand Six

tying complete as per detailed drawing.

40 Providing and fixing post and pipe railing as 28.00 1364.38 Rupees One Rmt

per detailed drawing including 3 coats of Thousand

painting to steel works complete. Three Hundred

41 Provding P.V.C. 100 mm diameter water 0.00 157.80 Rupees One No.

spouts including necessary iron gratings as Hundred

per drawings. FiftySeven and

42 Providing and fixing in position 12 mm thick 6.80 768.65 Rupees Seven Sqmt

permoulded joint filler in expansion joint for Hundred

fixed ends of simply supported span, SixtyEight and

Paisa SixtyFive

covered with sealant complete as per

drawing and technical specifications.

43 Providing and laying rubble for appron 17.00 734.88 Rupees Seven Cum

(each stone weighing not less than 40 Kg.) Hundred

including packing & filling in the interestices ThirtyFour and

with quarry spall.

44 Providing and laying filter media 600 mm 40.00 786.62 Rupees Seven Sqmt

thick as directed at the back of abutments, Hundred

returns and wing walls as per detailed EightySix and

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

45 Providing Diversion may be necessary for 0.00 10100.00 Rupees Ten No.

traffic and maintaining the same for the Thousand One

period as may be necessary as directed by Hundred Only

engineer in charge.

46 Cat Eye / Road Stud / RPM: Supplying of 1244.00 364.61 Rupees Three No.

Molded Twin Shanks Raised Pavement Hundred

Markers made of polycarbonate and ABS SixtyFour and

moulded body and reflective panels with Paisa SixtyOne

micro prismatic lens capable of providing total Only

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 20 mm, 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 mm and height not less than 30+/-

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-

Rupees One Crore Thirty Lakh SixtyEight Thousand Nine Hundred Nineteen and Paisa NinetyFour

I / We / am/are willing to carry out the work at ________________________________% above / below

percent (should be written in figure and words) of the estimated rates mentioned above. Amount of my/our

tender Works out as under.

Estimated Amount Estimated Amount

put to tender Rs. _________ put to tender Rs. _________

Deduct_______% below Add_______% above

Net Rs._________ Net Rs._________

in words ___________ in words ___________

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

1 All works shall be carried out as per Public Works Department Handbook and Other Specification of

Division or as directed

2 All the columns is schedule should be filled in ink and the total entries in the last column should be

struck by the contractor under this signeture.

3 Rates quotes include clearance of site (prior commencement of work and at its close)in all respects

and hold good for work under all conditions ,site,moisture ,weather etc.

4 To be continude on additional sheets, if found necessary

Signature of Contractor

Dy. Executive Engineer Executive Engineer

Panchayat R.&B. Sub Division Panchayat R.&B.Division