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 0.52 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 5289.00 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 530.00 Cum 1466.49

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 838.00 Cum 1931.65

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 427.00 Cum 1910.31

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 117.00 Cum 1324.95

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- 18.00 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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8 Providing & laying 37.50mm thick Compacted Bullt up spray 376.00 MT 2554.78

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.

9 Providing & laying 25mm thick premixed asphalt carpet using 264.00 M.T. 3140.28

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 183.00 M.T. 3380.51

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 9.00 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 67.00 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.

Description of Item

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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

15 Providing TMT Bar FE 500D reinforcement for R.C.C. work 4526.00 Kg 77.29

including bending, binding and placing in position complete

upto floor two level

16 Excavation for foundation in sand, gravel, clay soft soils and 111.00 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

17 Providing and casting in situ ordinary cement concrete M-150 15.00 Cum. 3737.47

for R.C.C. raft and cut off walls including necessary shuttering

laying, vibrating, ramming and curing complete.

18 Providing and Casting in situ controlled Cement Concrete M- 76.00 Cum. 4553.37

200 for R.C.C. Raft and cutt-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

19 Providing and laying Weep hole in abutment and return by 60.00 Nos 48.11

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

grade and joining complete etc as per details specification .

20 Filling available excavated earth (excluding rock) in 151.20 Cmt 136.92

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

21 Providing and fixing ordinary K. M. stone of precast C. C. 1 : 2 1.00 No 704.33

: 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. R.)

22 Providing and fixing hectometer as per I. R. C. type design 6.00 No 356.50

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

Description of Item

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book of specifications)

23 Providing and fixing guard stone as per I. R. C. type design 65.00 No 350.80

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

24 Providing & Fixing Junction sign board made of 16 gauge 4.00 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 charge.

25 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out 2.00 No 2750.23

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

26 Cautionary Warning Sign :-Providing and fixing sing boards made out of 12.00 No 3379.00

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

Cms. for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)

Description of Item

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book of specifications)

27 Informatory Signs :-Providing and fixing sing boards made out of 2mm 1.00 No 3856.90

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

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)...

28 Road marking with hot applied thermoplastic paints with reflectorising glass 302.00 Smt 367.72

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

100 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.

29 Citizen' s information Board- Providing and fixing of typical MMGSY 1.00 No 10796.68

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

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

30 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO 1.00 No 5020.57

informatory sign board with Logo as per section 1700 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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(with brief specification and reference to Quantity Unit Amount

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book of specifications)

31 MMGSY Project Information Board: Providing and fixing of typical PMGSY 1.00 No 11067.18

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 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

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.

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.

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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