MMGSY

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

1 Clearing and grubbing road land including uprooting 1.71 Hect. 34889.37

rank vegetation, grass bushes, shrubs, saplings and

trees girth up to 300 mm removal of stumps of tress

cut earlier and disposal of unserviceable materials.

(C) By Mechanical means in area of light jungle.

2 Earth work for embankment including breaking clods 12745.00 CMT 132.37

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 from

Borrow area within land width with all lead & lift.

3 Construction of Granular sub-base 100 mm thick by 1406.00 CMT 1413.26

providing coarse graded machine crushed B.T.

material satisfying MORTH specification of grading II

(B.T. stone aggregate 53 mm to 26.5 mm 43 %,

to 4.75 mm - 54 % and 4.75 mm below - 24 %)

including spreading in uniform layer on prepared

surface, mixing and compacting with vibratory roller

4 Providing and laying 100 mm thick Compacted 1406.00 CMT 1891.58

WBM ( Using loose volume, MCBT metal size 45 to

90 mm size 1.21 Cmt.B.T. Grit 11.2 mm size

cmt, Stone dust 0.069Cmt per Total 1 Cmt of

Compacted volume)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 course aggregate

watering and compacting etc. complete as per

Specification.

5 Providing and laying Compacted WBM Grading No. 2012.00 CMT 1780.80

1 Using loose volume, MCBT metal size 45 to

mm size 1.21 Cmt., B.T. Grit 13.2 mm size 0.12 cmt,

Stone dust 0.06 Cmt per Total 1 Cmt of Compacted

volume 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 course aggregate watering and

compacting etc. complete as per MORTH

Specification. ( 75 mm thick in two layer each)

6 Supplying and fixing reinforced concrete heavy duty 32.00 RMT 659.99

non-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. (morethan 10 ton)

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

7 Supplying and fixing reinforced concrete heavy duty 42.50 RMT 3469.26

non-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) 900mm dia. (morethan 10 ton)

8 Providing Hard side Solder of 100 mm thick for 368.00 CMT 1140.91

emabankment using quarry spall with all lead and lift

and including watering and rolling and consolidation

of subgrade in layers including filling the depressions

which occur during the process using power roller

9 Providing and laying Builtup spray grout base 37.50 980.00 MT 2404.08

mm thick in Single layer using asphalt grade VG

for tackcoat on WBM surface @ 4.00 kg / 10 smt,

and using B.T. stone aggregates as per MORT & H

gradation and specification with the asphalt of VG-30

grade at the rate of 1.99% i.e.19.90 Kg./M.T.

including heating and mixing asphalt and aggregate

by continuous drum mix plant, transporting the mix,

and spreading the same by paver finisher and

consolidation by vibrator roller of 80 to 100 KN Static

WT including cost of all materials, fuel, labours, tools

and plant etc using contractor's own machinaries etc.

10 Providing & laying bitumenious 25.00 mm Thick 687.00 MT 2941.08

Premixed asphalt Carpet using 0.66cmt. Aggregate

per 1 M.T.of total mix as per MORTH gradation and

specification with asphalt grade VG 30 for tackcoat

@ 2.5 Kgs./ 10 Smt. On BT surface and for 33.60kg.

per M.T. of total mix (i.e. 3.36%) for mixing, the

aggregate and asphalt by contioneous batching of

Drum mix plant including Loading transportiong and

spreading the same by paver finisher and

consolidation and by Vibratory Roller 80 to 100 KN

static weight including providing necessary

equipments, T & P, oil, kerosen,firewood, Labour

charges etc.complete with contractor's own

machinery.

11 Providing & laying bitumenious 0.18 cmt/10 smt 502.00 MT 3098.20

Sealcoat using M/C stone aggregate at the rate of

0.66 cum/MT and asphalt VG 30 for mixing @

Kg.per M T. of total mix (i.e. 4.50%), by contioneous

batching of Drum mix plant spreading the same by

paver finisher and consolidation and by Vibratory

Roller 80 to 100 KN static weight including fluishing

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

providing necessary equipments, T & P, oil,

kerosen,firewood, Labour charges etc.complete with

contractor's own machinery.

12 Providing TMT Bar FE 500D reinforcement for 399.00 Kg. 77.29

R.C.C. work including bending, binding and placing

in position complete upto floor two level.

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

13 Excavation for foundation up to 1.5 M Depth 99.00 CMT 157.16

including sorting out and stacking of useful materials

and disposing of the excavated stuff up to 50 meter

lead (B) Dense or Hard soil

14 Providing and filling in foundation with ordinary 15.00 CMT 3345.58

Cement concrete M-100 mix and providing

necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

15 Providing and casting in situ Ordinary cement 132.45 CMT 3737.47

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

including necessary shuttering laying, vibrating,

ramming and curing complete.

16 Providing and fixing ordinary K. M. stone of precast 4.00 No 704.33

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

per I. R. C. type design fixing in C. C. 1 : 4 :

including painting and lettering etc. complete (for O.

D. R and V. R.)

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

design including painting lettering etc. complete (ii)

Fixing in CC

18 Providing and fixing guard stone as per I. R. C. type 510.00 No 350.80

design including white washing etc. complete (ii)

Fixing in C. C. 1 : 4 :

19 Providing & fixing Junction sign board made of 4mm 13.00 No 6977.08

ACP sheet size 120x90cms recangular 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 specification and back side

massage/ lettering shall be painted with ready mixed

sunthetic enamel paints of superior quality in

required shade and color as specified, mounted on

No. of 3.1mt. long stand post of iron angle

50x50x6mm and frame fabricated from suitable

M.S.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 instruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC block of side

45x45x60cms for each leg, including excavation,

curing etc complete under the supervision of

Engineer in charge.

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

20 Providing & fixing Village Name sign board having 9.00 No 3750.13

both side covered with 4mm ACP sheet size

60x45cms recanggular with message as per the

design, pretreated with Phosphetic Process & acid

etching with One coat of epoxy primer and two coats

of best quality epoxy paint, reflectorised with High

Intensity Micro Prismatic Grade Type-IV retro

reflective sheeting, as per the IRC 67 and latest

MOST specification, 3.1mt. long stand post of iron

angle 75x75x6mm and frame fabricated from

suitable square Hollow section of 40x40x2.6mm, as

required, painted with best quality epozxy coating in

black and white bends. The details of the

letters/symblos for board shall be screen printed on

both the side of the board with approved colour as pr

design and as directed by manufacturer of the rectro

reflective sheeting and instructions of engineer in

charge. The fixing at site shall be in 1:2:4 CC block

of side 45x45x60cms, including excavation, curing

etc complete under the supervision of Engineer in

21 Supplying and fixing road sign board of m. s. plates 24.00 No 3072.99

and angle iron including painting lettering etc.

complete including fixing in C.C 1:4:8 with necessary

excavation etc. complete as per i.r.c. type design. (ii)

Retro Reflective type

22 Informatory signs : Providing & fixing sign boards 4.00 No 3856.90

Made out of 2 mm aluminium sheet size 80 x

cms. rectangle as per the design of IRC - 67 -

Pre treated with phospheting process & acid etching

; coated with on e coat of epoxy primer and two

coats of best quality epoxy pinte reflectorised with

retro reflective sheeting as per lates M.O.S.T.

Specifications : 3.1 m. long Stand post and frame

fabricated from suitable size iron angle of 35 x 35 x

mm . 75 x 75 x 6 mm as required ; painted with best

quality epoxy coatings in black and white bends. The

details of symbole 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 60 cms.

for each leg. including excavation curing etc.

complete under the supervision of engineer in

charge.(A) Engineer Grade.

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

23 Cautionary Warning Sign :-Providing and fixing sing 18.00 No 3379.00

boards 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

x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of

engineer in charge.(A) Engineer Grade

24 Supplying and fixing cat eye (Stimsonite) made out 437.00 No 375.72

from 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 grade)

25 Road Marking with Hot Applied Thermoplastic 712.00 Smt 367.72

compound with Reglectorising Glass Bends on

Bituminous surface Providing and laying of hot

applied thermoplastic compound 1.5mm thick

including reflectorising glass beads@ 250 gms per

sqm area. thickness of 1.5 mm is exclusive of

surface applied glass beads as per IRC:35. 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

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

26 Citizen' s information Board- Providing and fixing of 4.00 No 12429.06

typical MMGSY information board as per instruction.

Two MS plates of 1.6 mm thick, of 900 mm x 750mm

size fixed at top & bottom duly welded with MS

angles of 25 x 25 x 5 mm thick M.S plate shall be

welded by two vertical M.S flats & four horizontal M.S

flates 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. 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)

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

27 MMGSY "LOGO" Board : Providing and fixing of 4.00 No 5935.77

MMGSY LOGO informatory sign board with Logo as

per section 1700 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 17001.3. The top most plate will be of 3mm

ACP 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 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 TOTAL =

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 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

Borsad Anand