MMGSY

Item Rate in

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

1 Clearing and grubbing road land including uprooting rank 0.60 Hectare 34889.38

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 Earth work for embankment including breaking clods dressing 4359.00 Cum 160.14

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.

3 Construction of 100mm Thick Granular Sub Base (GSB) by 614.00 Cum 1456.54

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.

4 Providing & laying compacted 150mm thick(each Layer 75mm 1008.00 Cum 1918.33

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

5 Providing &laying compacted 75mm thick WBM of Grading-II 532.00 Cum 1897.90

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.

6 Providing and laying compacted Quarry spall for side 135.00 Cum 1315.02

shoulders including spreading, rolling with vibratory roller 80-

100 KN static weight to proper grade and camber,

wateringand compacting etc. complete as per specification.

7 Supplying and fixing reinforced concrete heavy duty non- 24.00 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.

8 Providing & laying 37.50mm thick Compacted Bullt up spray 436.00 MT 2549.55

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 @ 4.00 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.

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9 Providing & laying 25mm thick premixed asphalt carpet using 305.00 M.T. 3135.13

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

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.

10 Providing & laying bituminious 0.24 cmt/10 smt seal coat 211.00 M.T. 3375.42

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 4.50%), 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.

11 Excavation for foundation in sand, gravel, clay soft soils and 62.00 Cum 511.11

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 (10

12 Providing and filling in foundation with ordinary Cement 10.00 Cum 3345.58

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

13 Providing and casting in situ Ordinary cement concrete M-150 68.00 Cum 3737.47

for R.C.C. Raft and cut-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

14 Supplying and fixing reinforced concrete heavy duty non- 15.00 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.

15 Providing TMT Bar FE 500D reinforcement for R.C.C. work 270.00 Kg 77.29

including bending, binding and placing in position complete

upto floor two level

16 Providing and fixing hectometer as per I. R. C. type design 8.00 No 356.50

including painting lettering etc. complete (ii) Fixing in C. C. 1 :

17 Providing and fixing guard stone as per I. R. C. type design 75.00 No 350.80

including white washing etc. complete(ii) Fixing in C. C. 1 : 5 :

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18 Providing & Fixing Junction sign board made of 16 gauge 3.00 No 4503.59

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

19 Village name/ Bump Ahed sign :-Providing and fixing sing 4.00 No 2750.23

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..............................

20 Cautionary Warning Sign :-Providing and fixing sing boards 12.00 No 3379.00

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 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)

21 Providing & fixing All in One Desktop of various brand 2.00 No 75750.00

providing Intel 13th Gen Core i5,16 GB DDR5,life time

licenced of windows 11,1000 GB SSD,Office Latest licence

version,27 inch sceen,including color printer as directed

Engineer in charge.etc comp.

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book of specifications)

22 Informatory Signs :-Providing and fixing sing boards made out 2.00 No 3856.90

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)...

23 Road marking with hot applied thermoplastic paints with 342.00 Smt 367.72

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 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.

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book of specifications)

24 Citizen' s information Board- Providing and fixing of typical 2.00 No 10796.68

MMGSY information board as per instruction. 16 gauge

1.6mm GI Sheet, of 900 mm x 750mm size fixed at top &

bottom duly rivetted with MS angles of 25 x 25 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

(10.16). (A) Class-B High intensity Grade Retro Reflective

25 MMGSY "LOGO" Board : Providing and fixing of MMGSY 2.00 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.

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book of specifications)

26 MMGSY Project Information Board: Providing and fixing of typical PMGSY Project 2.00 No 11067.18

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

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 16 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 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.

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)

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

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.

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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