M.M.G.S.Y. 2026-27 Resurfacing & Strengthening of Various Roads Of Valsad Taluka Dist. Valsad -Total 3 Roads 6.00 Km. (Package No. 8)

Name of work :- Resurfacing & Strengthening of Various Roads Of Valsad Taluka Dist.

Valsad -Total 3 Roads 6.00 Km. (Package No. 8)

Estimated Estimate

Rate Total amount

Rate Total amount

Sr. according to

but may Item of work Unit

No. In figures estimated

1 0.19 Clearing and grubbing road land including 28393.04 Hect.

uprooting trunk vegetation, grass bushes,

shrubs, sapligs and trees girth upto 300 mm

removal of stumps of trees cut earlier &

disposal of unserviceable material. (C) By

Mechanical means in area of light jungle.

2 427.00 Earth work in cutting in all sorts of soil and 128.07 Cum.

soft murrum including conveying and

spreading the stuff,embankment as and

where directed within 200 meters from the

end of the cutting wirh all required lead and

3 18000.00 Scarifying gravelled macadam or bitumen 40.72 Sqm.

macadam surface 6cm to 10 cm depth

including stacking useful materials on road

side and disposing off remaining stuff.

4 795.00 Earthwork for embankment including 169.44 Cum.

breaking clods, dressing with all lead and lift

and including watering rolling, 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

5 196.00 Consructing of granular sub-base Gr-II by 648.42 Cum.

providing course graded B.T. machine

crushed material satisfying MOST

specification of (grading II) using materials

(26.5 mm to 4.75 mm@ 75 per cent,2.36 mm

below@25 per cent) including spreading in

uniform layer with motor grader on prepared

surface, mixing by mix in place method with

rotavator at OMC and compacting with

vibratory roller to achieve the desired density

6 3434.00 Providing and laying wet mix macadam base 768.46 Cum.

course as per MORTH specification using

machine crushed B.T. chips as per required

gradation, mixing with required optimum

quantity of water, conveying the mix to site of

work, spreading in to grade and camber with

paver/mechanical means and consolidation

each layer with vibratory roller to aschieve

the desired density including cost of material

labour plant and equipment etc. complete.

7 22125.00 Providing and applying priming coat with 22.52 Sqm.

emulsion (SS-2) at the rate of 2.5 kg/

Sq.mt. including cost of asphalt and

preparing the surface heating, and applying

8 811.00 Supplying, stacking & spreading Hard 440.36 Cum.

Murrum on road side for hard side shoulder

of work as per specification including rolling

& watering complete.

9 45.00 Supplying, fixing & joining reinforced 1952.00 Rmt.

concrete heavy duty non pressure pipe with

colars for culverts carryig heavy traffic as per

Indian Railway Standard Specifications

including setting and joining the pipe in

cement mortar 1:2 watering and laying ( to

level or slope) of I.S. class NP-3 600 mm

10 1870.00 Providing & laying 37.50 mm thick 3289.99 MT

bituminous macadam with 0.66 cum stone

chips for one M.T. using the asphalt

kg/M.T. (i.e 3.40%) for mixing and emulsion

for tack coat 2.5 kg/10sqmt heating the

asphalt and agg by continues batching of hot

mix plant & spreading the same by pavers

finisher and consolidation with power roller of

80 to 100 KN with necessary equipment, oil,

kerosene, fire, wood, labour charges etc.

complete with contractor's own machinary.

11 1296.00 Providing and laying 25 mm thick compacted 3984.87 MT

Semi Dense Bituminous Concrete using

stone chips as per MORT&H gradation & VG-

30 grade asphalt for mixing @ 5.0% by

weight of total mix for binder including

heating the aggregate and asphalt by drum

mix plant and spreading the same by paver

finisher and consolidation with vibratory roller

including providing all materials, equipments,

tools and plants, oil, kerosene, fire wood,

labour charges etc. complete

12 22500.00 Providing and laying asphalt painting on B.T. 26.80 Sqm.

surface with bitumen VG-30 at rate 3.00Kg /

10Sq.mt. and spreading stone dust for

painting surface at rate of 0.03 cu.mt. /

13 421.50 Excavation for foundation upto 1.5 m. depth 149.83 Cum.

including sorting out and stacking of useful

material and disposing off the excavated

stuff as directed by Engineer in charge with

all lead and lift in (B) Dense or hard soil

murrum etc. complete

14 43.40 Providing & filling in foundation with ordinary 3240.34 Cum.

cement concrete M 100 mix & providing

necessary vertical pin headers including

formwork, vibrating ramming and curing

15 70.80 Provading & casting in situ ordinary cement 3610.75 Cum.

concrete M 150 mix and providing

necessary pinheaders including , shuttering

scaffolding laying vibrating and finishing

without V-Grooves. (A) Heigth from 0.0 m to

5.0m for head wall of causeway

16 43.50 Consructing of granular sub-base Gr-II by 656.20 Cum.

providing course graded B.T. machine

crushed material satisfying MOST

specification of (grading II) using materials

(26.5 mm to 4.75 mm@ 75 per cent,2.36 mm

below@25 per cent) including spreading in

uniform layer with motor grader on prepared

surface, mixing by mix in place method with

rotavator at OMC and compacting with

vibratory roller to achieve the desired density

17 30.00 Supplying, fixing & joining reinforced 3446.50 Rmt.

concrete heavy duty non pressure pipe with

colars for culverts carryig heavy traffic as per

Indian Railway Standard Specifications

including setting and joining the pipe in

cement mortar 1:2 watering and laying ( to

level or slope) of I.S. class NP-3 900 mm

18 123.84 Wall painting two coats with plastic emulsion 80.35 Sqm.

paint of approved brand and manufacturer on

wall surfaces to give an even shade

including thoroughly brushing the surface to

remove all dirt, dust, mortar drops and other

foreign matter.

19 379.80 Providing and casting in situ ordinary cement 4183.42 Cum.

concrete M.200 mix and providing

necessary pin headers including shuttering,

scaffolding, laying, vibrating and finishing

without "V" grooves height 0.0 mt. to 5.00 mt.

20 2.80 Providing and fixing in position ISI mark TMT 56589.93 Kg.

(Fe-415) bar for temperature reinforcement

for mass concrete pier/abutment returns

including cutting bending and tying as

required complete

21 319.00 Providing and laying weep hole in abutment 84.95 No.

and return by using P.V.C. pipes of 100mm

diameter with laying in proper grade and

jointing complete etc. as per detailed

22 319.00 Providing and laying filter media 600 mm 792.85 Sqm.

thick as directed at the back of abutments

and returns and wing walls as per detailed

specifications.

23 8.00 Providing and fixing ordinary Kilometer stone 1290.57 No.

of precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in

C.C. 1:4:8 including letter and paints etc.

24 26.00 Providing & Fixing Hectometer stone as per 356.50 No.

I.R.C. type design including painting,

lettering etc. complete (i) Fixing in C.1:5:10

25 3.00 Village name Sign :-Providing and fixing sign 6397.43 No.

boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

90x60 cms. rectangular as per design of IRC-

67-2012. Pre treated with phospheting

process & acid etching; coated with one coat

of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

x 35 x 3mm; painted with bestquality 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 blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing

etc.complete under the supervision of

engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year

outdoor exposure test report from third party

test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

26 3.00 Providing & fixing junction boards made out 7106.36 No.

of 4mm ACP sheet size 120 X 90 cms

rectangle with massage on both side of

board, as per the design of IRC. Pre treated

with phospheting process and 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 message /

lettering shall be painted with ready mix

synthetic enemal paints of superior quality in

required shade and color as specified,

mounted on 2 nos of 3.6mt long stand stand

pst 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 charge.The fixing at site shall be

in 1:2:4 CC block of size 45x45x60 cms for

each leg, including excavation, curingetc

complete under the supervision of Engineer

27 3.00 MMGSY Logo Board:- Providing and fixing 5050.00 No.

MMGSY Logo Board made out of 2mm

aluminium sheet, as per the drawing &

design. Pre treated with phospheting

process and acid etching coated with one

coat of epoxy primer and two coat of best

quality epoxy paint, refloctrorized with retro

reflective sheeting as per the latest M.O.S.T.

specification, 3.1 Mt. long stand post and

frame fabricated from suitable size iron

angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm 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 60 cms for each leg, including

excavation curing etc. complete under the

supervision of Engineer-In-Charge

(A)Engineer grade.

Deputy Executive Engineer

Executive Engineer

Panchayat ( R & B) Sub

Division(R&B) Division

I/we am/are/ willing to carry out the work at ………………….% below / Above

……………………………………….percent below / Above

(should be written in figures and words)

Tendered amount mentioned above amount of my / our tender works out as under.

Tendered Amount

Rs……………………… Tendered Amount

Deduct………. % below Rs……………………. Add…………% Above Rs………………….

Net Amount Rs………………………………. Net Amount Rs……………………………….

Net Amount in words in Rs……………………………………………………………………………………….

Special Note :-

Contractor Shall give only rebate in tendered amount mentioned above and contractor shall

state " NIL" Percentage, if no reduction is offered.

Note :- 1 All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

Note :- 2 All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

Note :- 3 Rate quated 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.

Note :- 4 To be continued on additional sheet,if found necessary.