MMGSY

Item Rate in

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book of specifications)

1 Clearing and grubbing road land including uprooting 1.55 Hectare 34889.38

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials(D) By

mechanical means in area of thorny jungle

2 Scarifying gravelled macadam or bitumen macadam 15560.00 Smt 41.60

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.

3 Box cutting the road surface to proper slope and camber 2820.00 Cum 215.62

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

4 Construction of 100mm Thick Granular Sub Base (GSB) 895.00 Cum 1526.58

by providing M.C. coarse graded material of grading-II,

spreading in uniform layers on prepared surface, mixing

and compacting with vibratory roller to achieve the

desired density, complete as per specification.

5 Providing & laying compacted 150mm thick(each Layer 1263.00 Cum 2010.67

75mm thick) WBM Grading-I using MCBT metal of size

45mm to 63mm in required layers including using 16%

stone screening, 13.2mm size and 8% stone dust as

filler including spreading, watering and consolidation by

vibratory roller as per MORTH specification etc complete

as directed by engineer in charge

6 Providing &laying compacted 75mm thick WBM of 891.00 Cum 1984.51

Grading-II MCBT metal of size 22.4mm to 53mm in

required layers include.using 16% stone screening,11.2

mm size and 8% stone dust as filler including spreading

watering & consolidation by vibratory roller etc. comp.

7 Providing and laying compacted Quarry spall for side 483.00 Cum 1386.76

shoulders including spreading, rolling with vibratory

roller 80-100 KN static weight to proper grade and

camber, wateringand compacting etc. complete as per

specification.

8 Supplying and fixing reinforced concrete heavy duty non- 80.00 Rmt 659.99

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 internal daimeters.(i)

300mm dia.

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9 Earth work for embankment including breaking clods 2490.00 Cum 160.14

dressing with all lead and lift and including watering

rolling and consolidation including filling the depression

which occur during the process of using vibratory rolling

80 to 100 KN static weight (A)from Borrow Pits/area

With All lead & Lift.

10 Providing & laying 37.50mm thick Compacted Bullt up 1382.00 MT 2546.64

spray grout in single layer using BT stone chips

considering wt of agg. 0.66 cmt prt MT mix material as

per MOST & H gradation and specification with bitumen

VG-30 for the tackcoat on WBM/BT surface @

2.98Kg/10sqm and bitumen VG-30 for mixing at the rate

of 19.90 kg / MT of total mix (i.e. 1.99 % of total mix )

mixing the asphalt and aggregate by continious batching

of Drum mix plant , transporting and spredaing the same

by Paver Finisher & consolidation with vibratory roller of

80 to 100 Kn static wt with necessary equipments tools

and plant oil, kerosene.firewood,labour charges etc.

complete with contractor own maehineries complete.

11 Providing & laying 37.50mm thick Compacted Bullt up 423.00 MT 2624.07

spray grout in single layer using BT stone chips

considering wt of agg. 0.66 cmt prt MT mix material as

per MOST & H gradation and specification with bitumen

VG-30 for the tackcoat on WBM surface @

Kg/10sqm and bitumen VG-30 for mixing at the rate of

19.90 kg / MT of total mix (i.e. 1.99 % of total mix )

mixing the asphalt and aggregate by continious batching

of Drum mix plant , transporting and spredaing the same

by Paver Finisher & consolidation with vibratory roller of

80 to 100 Kn static wt with necessary equipments tools

and plant oil, kerosene.firewood,labour charges etc.

complete with contractor own maehineries complete.

12 Providing & laying 25mm thick premixed asphalt carpet 1215.00 M.T. 3216.63

using 0.66 cmt aggregate per 1M.T of total mix as per

MORTH gradation and specification with bitumen VG-

30 for Tackcoat on BT surfac 2.5 Kg / 10 Smt and

asphalt For Mixing 33.60 kg.per M.T.of Total mix (i.e

3.36%)for mixing Including mixing the aggregate and

asphalt by continuous batching of Drum mix plant

including loading, transporting and spreading the same

by paver finisher and consolidation by Vibratory Roller

80 to 100 KN static weight including providing necessary

equipments, T & P , oil, kerosene, firewood,labour

charges etc. complete with contractor's own machinery.

Description of Item

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13 Providing & laying bituminious 0.24 cmt/10 smt seal coat 857.00 M.T. 3462.89

using M/C stone aggregate at the rate of 0.66 cum/MT

and for mixing @ 45.00 kg.per M.T.of Total mix (i.e

4.5%), Including Using Mterial Of Asphalt ,mixing by

continuous batching of Drum mix plant & spreading the

same by paver finisher and consolidation by Vibratory

roller 80 to 100 KN static weight including flushing sand

or stone dust @ rate of 0.30 cmt/ 100smt.etc.complete

including T & Ps. fire wood,oil,fuel,labour charges

etc.complete using contractor's own machinery.

14 Excavation for foundation upto 1.5 m depth including 31.00 Cum 122.94

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

15 Providing and filling in foundation with ordinary Cement 5.00 Cum 3345.58

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and

curing complete.

16 Providing and casting in situ Ordinary cement concrete 79.00 Cum 3737.47

M-150 for R.C.C. Raft and cut-off walls including

necessary shuttering laying, vibrating, ramming and

curing complete.

17 Supplying and fixing reinforced concrete heavy duty non- 10.00 Rmt 3469.26

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 internal daimeters.(v)

900mm dia.

18 Providing TMT Bar FE 500D reinforcement for R.C.C. 13233.00 Kg 77.29

work including bending, binding and placing in position

complete upto floor two level

19 Excavation for foundation in sand, gravel, clay soft soils 341.00 Cum. 511.11

and murrum etc. including shoring, strutting dewatering

as necessary and disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and lead upto 100m for

20 Providing and Casting in situ controlled Cement 233.00 Cum. 4553.37

Concrete M-200 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

21 Providing and laying Weep hole in abutment and return 185.00 Nos 48.11

by using A.C./PVC pipe of 100 mm dia including laying

in proper grade and joining complete etc as per details

specification .

22 Filling available excavated earth (excluding rock) 466.20 Cmt 136.92

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth consolidating

each disposited layer by ramming and watering.

Description of Item

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book of specifications)

23 Providing and fixing ordinary K. M. stone of precast C. 3.00 No 704.33

C. 1 : 2 : 4 including necessary reinforcement as per I.

R. C. type design fixing in C. C. 1 : 4 : 8 including

painting and lettering etc. complete (for O. D. R and V.

24 Providing and fixing hectometer as per I. R. C. type 18.00 No 356.50

design including painting lettering etc. complete (ii)

Fixing in C. C. 1 : 5 :

25 Providing and fixing guard stone as per I. R. C. type 194.00 No 350.80

design including white washing etc. complete(ii) Fixing

26 Providing & Fixing Junction sign board made of 16 12.00 No 4503.59

gauge 1.6mm GI Sheet size 120x90 cms rectangular

with message on both side of the Board, as per the

design of IRC, pretreated with Phosphetic process &

acid etching with one coat of epoxy primer and two

coats of best quality epoxy paint, Front side reflectorised

with High Intensity Micro Prismatic Grade Type-IV retro

reflective sheeting as per the IRC-67 and latest MOST

specifications and back side message / lettering shall be

painted with ready mixed synthetic enamel paints of

superior quality in required shade and color as specified

, mounted on 2 Nos. of 3.1mt long stand post of iron

angle 50x50x6mm and frame fabricated from suitable

MS Angle of 40x40x3mm as required, painted with best

quality epoxy coating in black and white bends. The

details of the letters /symbols for board shall be as per

the instruction of engineer in chage. The fixing at site

shall be in 1:2:4 CC block of size 45x45x60cms for each

leg, including excavation,, curing etc. complete under

the supervision of Engineer in charge.

27 Village name/ Bump Ahed sign :-Providing and fixing 11.00 No 2750.23

sing boards made out of 16 gauge 1.6mm GI 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 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..............................

Description of Item

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28 Cautionary Warning Sign :-Providing and fixing sing 36.00 No 3379.00

boards made out of 2mm aluminium sheet; size 90 x

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 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.(A) Engineer Grade(VR)

29 Informatory Signs :-Providing and fixing sing boards 4.00 No 3856.90

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 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)...

30 Road marking with hot applied thermoplastic paints with 1010.00 Smt 367.72

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound

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.

Description of Item

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31 Supplying and fixing cat eye (Stimsonite) made out from 400.00 No 375.72

Acrilo beautile sterine injuction high compressed

molding with reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with bituminous

adhesive 100g. with each unit for fixing. (High Intensity

32 Citizen' s information Board- Providing and fixing of 4.00 No 10796.68

typical MMGSY information board as per instruction.

gauge 1.6mm GI Sheet, of 900 mm x 750mm size fixed

at top & bottom duly rivetted with MS angles of 25 x

x 5 mm thick M.S angle shall be welded by two vertical

M.S angle of 5 mm thick 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. The letters & figure of any shade

reflectorised with High Intensity Prismatic Grade Retro

Reflective Sheeting of Type-4 as per ASTM D-4956 and

latest MORD specifications; 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). (A) Class-B High intensity

Grade Retro Reflective sheeting

33 MMGSY "LOGO" Board : Providing and fixing of MMGSY 4.00 No 5020.57

LOGO informatory sign board with Logo as per section

of MORD specifications and drawing. The top most plate will

be of 16 gauge 1.6mm GI Sheet in diamond shape of

600x600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The Lower plate

will be of 16 gauge 1.6mm GI Sheet 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 GI 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.

Description of Item

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34 MMGSY Project Information Board: Providing and fixing of 4.00 No 11067.18

typical PMGSY Project informatory sign board with Logo as

per 1700 of MORD specifications and drawing. The board will

be a composite unit consisting of Three Plates 16 gauge

1.6mm GI Sheet, material specificaitons as per clause

17001.3. The top most plate will be of 16 gauge 1.6mm GI

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

angle iron frame of 25mmx25mmx5mm size on back on

edges. The middle 16 gauge 1.6mm GI Sheet plate of will be

1200x150mm size riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The main

gauge 1.6mm GI Sheet 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 GI should be made

up of Retro Reflective sheeting of Type-1 AEGP Class-A

35 grade as per

Providing theerecting

and latest MORD section

a "W" metal1700 and crash

beam IRC 67-2012

barrier 176.00 Rmt 3354.21

comprising of 3 mm thick corrugated sheet metal beam

rail, 70 cm above road / ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm spaced

m centre to centre, 1.8 m high, 1.1 m below ground /

road level, all steel parts and fitments to be galvanized

by hot dip process, all fittings to conform to IS: 1367 and

IS: 1364, metal beam rail to be fixed on the vertical post

with a spacer of channel section 150 x 75 x 5 mm,

mm long including oil painting black & white zebra on

inside of w-web complete as per clause

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

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

of my / our tender works out as under

Estimated amount put to Estimated amount put to

Tender Rs. __________________ Tender Rs. __________________

Deduct ________ % below Rs. ____________ Add _______ % above Rs.___________

Net Rs. _______________________________ Total Rs. _________________________

In words ______________________________ In words ________________________

(* Please strike out whichever is not applicable)

Description of Item

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1. All work shall be carried out as per public works Department Handbook and other specifications of

Division or as directed.

2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be

struck by the contractor under his signature.

3. Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and

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

4. To be Continued on additional sheets, if found necessary.

5. The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.

6. For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No.

PARACH / 102008 / 61 / C, Dt. 03/05/2008 attached with tender papers.

7. The contractor is totally responsible to bare all applicable taxes i.e. G.S.T. etc. & Department will not

entertain any contractor representation to reimburse any financial burden due to applicable taxes, i.e.

G.S.T. etc.

Signature of Deputy Executive Engineer Executive Engineer

the Contractor. Panchayat (R&B) Sub Division Panchayat (R&B) Division

PETLAD Anand