Constg. of Rural Road Under MMGSY - 2022-23 Package No. - 12, Ta. - Modasa, Dist. - ARVALLI

Name of Work :- Constg. of Rural Road Under MMGSY - 2022-23 Package No. - 12, Ta. - Modasa Dist. -

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 1.21 32361.24 Rupees Hect.

uprooting rank vegetation grass bushes, ThirtyTwo

shrubs, sapling and trees girth up to 300 mm Thousand

removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle. TwentyFour

2 Earthwork for embankment including 8866.00 182.24 Rupees One Cum

breaking clods, dressing with all lead and lift Hundred

and including watering rolling and EightyTwo 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 479.00 354.40 Rupees Three Cum

murrum for Road side shoulders including Hundred

spreading in uniform thickness, including FiftyFour 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) by 2496.00 783.39 Rupees Seven Cum

providing M.C. coarse graded material of Hundred

grading-I, spreading in uniform layers with EightyThree

motor grader on prepared surface, mixing by

ThirtyNine Only

mix in place method with rotavator at OMC,

and compacting with vibratory roller to

achieve the desired density, complete as per

MORTH specification.

5 Providing, laying, spreading and compacting 1780.00 894.86 Rupees Eight Cum

stone aggregates of specific sizes to water Hundred

bound macadam (Grade-I) (B.T. Metal of NinetyFour and

Paisa EightySix

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.

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

6 Providing, laying, spreading and compacting 2581.00 853.87 Rupees Eight Cum

stone aggregates of specific sizes to water Hundred

bound macadam (Grade-II) (M.C. Metal of FiftyThree and

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 1074.00 2056.17 Rupees Two M.T.

Bituminous grout base course with Emulsion Thousand

RS1 for tack coat @ 4.0 kg./ 10 Sqmt FiftySix and

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.

8 Providing and laying 25 mm thick premix 752.00 2797.62 Rupees Two M.T.

asphalt carpet using 0.66 cmt per 1 MT.mix Thousand

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

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

using asphalt VG-30 of 33.60 kg .ie.

% 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. complete.

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

9 Providing and laying bitumenous Seal coat 397.00 3170.61 Rupees Three M.T.

0.18 cmt / 10 smt. with machine crushed Thousand One

aggregate using 45.00 kg. VG-30 of bitumen Hundred

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 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 of 6.00 1051.13 Rupees One No.

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

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

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

11 Providing and fixing Hectometer as per I.R.C. 16.00 321.63 Rupees Three No.

type design including painting, lettering etc. Hundred

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

12 Providing and fixing indicator stone of 231.00 293.66 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 88.00 239.06 Rupees Two No.

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

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

14 Cautionary Warning Sign :-Providing and fixing 6.00 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

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.

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

15 Informatory Signs :-Providing and fixing sing 6.00 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 epoxyprimer NinetyNine

and two coats of best quality epoxy paint; Only

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.

16 Regulatory/Mandatory signs :Providing and fixing 6.00 3930.92 Rupees Three No.

sing boards made out of 2mm aluminium sheet; Thousand Nine

size 60cms. diameter circle as per the design of Hundred Thirty

IRC-67- 1977 pre treated with phospheting and Paisa

process & acid eteching; coated with one coat of NinetyTwo

epoxy primer 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 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

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

17 Direction sign (Junction board):-Providing and 6.00 22715.91 Rupees No.

fixing sing boards made out of 2mm aluminium TwentyTwo

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

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

phospheting process & acid etching; coated with Fifteen and

one coat of epoxy primer and two coats of best Paisa

quality epoxy paint; reflectorised with retro NinetyOne

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

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 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

18 Citizen' s information Board- Providing and fixing 3.00 10884.77 Rupees Ten No.

of typical MMGSY information board as per Thousand

instruction. Two MS plates of 1.6 mm thick, of 900 Eight Hundred

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

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

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

& four horizontal M.S flates 5 mm thick to 75 mm Only

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

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

19 MMGSY "LOGO" Board : Providing and fixing of MMGSY 3.00 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 of Only

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 3.00 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 per FiftyFive and

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

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

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 1573.00 161.18 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 431.70 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 142.50 3862.80 Rupees Three Rmt

heavy duty non pres-sure pipes with collars Thousand

for culverts incl. Setting and joining the Eight Hundred

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 1613.00 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 10721.00 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. raft 301.00 304.40 Rupees Three Cum

in layers including ramming and watering Hundred Four

complete. and Paisa

27 Providing and laying Weep hole in abutment 518.00 55.07 Rupees No.

and return by using PVC. pipe of 100 mm FiftyFive and

dia including laying in proper grade and Paisa Seven

joining complete etc as per details

28 White washing with lime on wall surface (two 1244.00 8.08 Rupees Eight Sqmt

coats) to give an even shade including and Paisa

thoroughly booming the surface to remove all Eight Only

dirt, dust; mortar drops and other foreign

29 Dismentalling the existing structure including 4.00 5050.00 Rupees Five No.

removing & stacking the dismentalled Thousand Fifty

materials as and where directed. Only

30 Providing & casting in situ Controlled 382.00 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 concrete 2544.00 63.04 Rupees Sqmt

road by trimix process providing extra labour SixtyThree and

charges for the trimix vacum dewatering Paisa Four

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.

32 Demolation & disposal of unserviceable 1.00 10100.00 Rupees Ten No.

materials with all lead & lift. (ii) Un- reinforced Thousand One

cement concrete. Hundred Only

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

33 Excavation for foundation in sand, Gravel, 205.00 324.7 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 126.00 4303.34 Rupees Four Cum

cement concrete M-250 for RCC raft and cut Thousand

off walls including shuttering, laying, Three Hundred

vibrating, ramming, and curing complete.

ThirtyFour Only

35 Providing and casting in situ controlled 22.00 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 4.00 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

37 Providing and casting in-situ controlled 2.80 3720.80 Rupees Three Cum

cement concrete M-250 for kerb/kerb blocks Thousand

including formwork, curing and finishing Seven Hundred

38 Providing and casting in-situ controlled 31.80 4103.84 Rupees Four Cum

cement concrete M-300 for approach slab Thousand One

including formwork curing and finishing Hundred Three

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

39 Providing and placing in position FE 14.00 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.

Paisa EightySix

40 Providing and fixing post and pipe railing as 31.00 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 8.00 157.80 Rupees One No.

spouts including necessary iron gratings as Hundred

per drawings. FiftySeven and

42 Providing and fixing in position 12 mm thick 12.80 768.65 Rupees Seven Sqmt

permoulded joint filler in expansion joint for Hundred

fixed ends of simply supported span, covered SixtyEight and

Paisa SixtyFive

with sealant complete as per drawing and

technical specifications.

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

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

45 Providing Diversion may be necessary for 1.00 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.

Qty. Estimated Rate

Item according to

Item Of Work but may In Figure Unit

Be Less Rs. And In words

46 Dismentaling the existing structure including 270.00 590.62 Rupees Five Cum

removing and stacking the dismentelled Hundred Ninety

materials as and where directed. (A) R.C.C. and Paisa

Rupees Two Crore FourtyFour Lakh Seven Thousand Two Hundred Seventy and Paisa TwentySix

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 ___________

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