S.R. (7 Years Resurfacing) Name of work Resurfacing of of Parvasa Dhankhai Falia to Kalaben Maholla Road Ta- Pardi Dist-Valsad

Name of work :-

Resurfacing of of Parvasa Dhankhai Falia to Kalaben Maholla Road Ta- Pardi Dist-Valsad .

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

1 0.16 Clearing and grubbing road land including 28393.04 Rupees Twenty Hect

uprooting trunk vegetation, grass bushes, Eight Thousand

shrubs, sapligs and trees girth upto 300 mm Three Hundred

removal of stumps of trees cut earlier & Ninety Three and

disposal of unserviceable material. (C) By Paise Four Only

Mechanical means in area of light jungle.

2 378.00 Earth work in cutting in all sorts of soil and 128.07 Rupees One Cu.mt

soft murrum including conveying and Hundred Twenty

spreading the stuff,embankment as and Eight and Paise

where directed within 200 meters from the Seven Only

end of the cutting wirh all required lead and

3 135.00 Supplying, stacking & spreading Hard 441.37 Rupees Four Cu.mt

Murrum on road side for hard side shoulder of Hundred Forty One

work as per specification including rolling & and Paise Thirty

watering complete. Seven Only

4 3750.00 Scarifying gravelled macadam or bitumen 40.72 Rupees Forty and Sq.mt

macadam surface 6cm to 10 cm depth Paise Seventy Two

including stacking useful materials on road Only

side disposing of the remaining stuff.

5 608.00 Consructing of granular sub-base Gr-II by 595.90 Rupees Five Cu.mt

providing course graded B.T. machine Hundred Ninety

crushed material satisfying MOST Five and Paise

specification of (grading II) using materials Ninety Only

(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

6 593.00 Providing and laying wet mix macadam base 704.98 Rupees Seven Cu.mt

course 150mm thick as per MORTH Hundred Four and

specification using machine crushed B.T. Paise Ninety Eight

chips as per required gradation, mixing with Only

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 3750.00 Providing and applying priming coat with 36.87 Rupees Thirty Six Sq.mt

emulsion (SS-1) at the rate of 7.50 kg/ 10 and Paise Eighty

Sq.mt. including cost of asphalt and preparing Seven Only

the surface heating, and applying etc.

8 282.00 Providing & laying bituminious base course 1751.34 Rupees One MT

37.50 mm thick compacted layer asphalt VG- Thousand Seven

30 grade at 1.99 % by weight of mix for Hundred Fifty One

mixing and 2.5kg/10 smt RS-1 for tack coat & and Paise Thirty

using B.T. chips of required gradation Four Only

including cleaning and heating asphalt,

premix material by drum mix process in

proper gradation and laying with paver

finisher including rolling and consolidation

with 8-10 tonne vibratory roller and providing

all material equipment, tools, and plants, fire

wood, oil, kerosene labour charges etc.

complete using contractor's own machinaries,

drum mix plant and paver finisher etc.

9 318.00 Providing & laying 37.50mm thick bituminous 2265.43 Rupees Two MT

macadam with 0.66 cum stone chips for one Thousand Two

M.T. using the asphalt (VG-30) 34 kg/M.T. Hundred Sixty Five

(i.e 3.40%) for mixing and RS-1 for tack coat and Paise Forty

2.5 kg/10sqmt heating the asphalt and agg by Three Only

continues Drum 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.

10 102.00 Providing & laying seal coat with B.T. agg. as 2617.92 Rupees Two MT

specifed using agg. at the rate of 0.18 Thousand Six

cu.mt/10Sq.Mt.and bitumen VG-30 for mixing Hundred

agg. at the rate of 4.50% i.e. 45.00 kg/M.T. of Seventeen and

total mix for binder including heating & Paise Ninety Two

mixing in hot / drum mix plant & transporting Only

& sreading the same by paver finisher &

consolidation with vibratory roller incl.

necessary firewoood, oil, lubricants, labour

charges etc. using contractor's own drum mix

plant, machineries & equipment, tools etc.

complete in accordance with the requirement

of specification.

11 3750.00 Providing and laying asphalt painting on B.T. 25.96 Rupees Twenty Sq.mt

surface with bitumen VG-30 at rate 5.00Kg / Five and Paise

10Sq.mt. and spreading stone dust for Ninety Six Only

painting surface at rate of 0.03 cu.mt. /

12 2.00 Providing & Fixing ordinary K.M. Stone 704.33 Rupees Seven Nos

Precast C.C. 1:2:4 including necessary Hundred Four and

reinforcement as per I.R.C. type design in Paise Thirty Three

C.C. 1:4:8 including painting and lettering etc. Only

complete (For :ODR & VR)

13 4.00 Providing & Fixing Hectometer stone as per 356.50 Rupees Three Nos

I.R.C. type design including painting, Hundred Fifty Six

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

14 2.00 Providing & fixing Village Name Board Made 5045.36 Rupees Five Nos

out of 2mm aluminium sheet; size Thousand Forty

90x60cms.rectangle as per the design of IRC- Five and Paise

67-1977. Pre treated with phospheting Thirty Six Only

process & acid etching; coated with one coat

of epoxy primer and two coats of best quality

epoxy paint, reflectorised with retro refle retro

reflective 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 50x50x5mm. painted with

best quality epoxy coatings in black and white

bends. The details of symbol or

inscription/numbers 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 45x45x60cms. for each leg, including

excavation curing etc.complete under the

supervision of enginner in charge.(A)

Engineering Grade

15 1.00 Providing & fixing junction boards made out 7103.33 Rupees Seven Nos

of 4mm ACP sheet size 120 X 90 cms Thousand One

rectangle with massage on both side of Hundred Three and

board, as per the design of IRC. Pre treated Paise Thirty Three

with phospheting process and acid etching Only

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

16 231.00 Road Marking with hot applied thermoplastic 367.72 Rupees Three Sq.mt

compound with reflectorising glass beads on Hundred Sixty

bituminious surface. Providing & laying hot Seven and Paise

applied thermoplastic compound 2.5 mm Seventy Two Only

thick including reflectorising glass beads @

250 gms. per sq.mt. area thickness of 2.5 mm

is exclusive of surface applied glass as per

I.R.C. 35 The finished surface to be level,

uniform & free from streaks & holes.

17 260.00 Supplying and fixing cat eye (Stimsonite) 375.72 Rupees Three Nos

made out from Acrilo beautile sterine injuction Hundred Seventy

high compressed molding with reflector made Five and Paise

of MMC (prismatic type of size 12cm x 6cm x Seventy Two Only

2.5cm) provided with bituminous adhesive

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

18 14.00 Cautionary Warning Sign :-Providing and 3808.66 Rupees Three Nos

fixing sing boards made out of 2mm Thousand Eight

aluminium sheet; size 90 x 90 x 90 cms. Hundred Eight and

equilateral triangle as per design of IRC-67- Paise Sixty Six

1977. Pre treated with phospheting process & Only

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.(B)

Engineer Grade..................

19 8.00 Hazard Marker Sign :-Providing and fixing 2423.74 Rupees Two Nos

sing boards made out of 2mm aluminium Thousand Four

sheet; size 90 x 30cms. rectangle as as per Hundred Twenty

the design/drawing attached (IRC) pretreated Three and Paise

with phospheting process & acid etching; Seventy Four Only

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; 3.1m long stand

post and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm

painted with best quality epoxy coatings The

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

45x45x 60cms. for each leg. including

excavation curing etc. complete under the

supervision of engineer in charge.(B)

Engineer Grade .....................

20 20.00 Chevron on curve providing & fixing sign 3711.75 Rupees Three Nos

boards made out of 2mm aluminium sheet, Thousand Seven

size 60x50cms. as per the attached drawing Hundred Eleven

(IRC-67) pre treated with phospheting and Paise Seventy

process & acid etching. coated with one coat Five Only

of epoxy primer and two coats of best quality

epoxy paint reflectorised with retro sheeting

as per latest M.O.S.T. Specifications ; 3.1m

long stand post and frame fabricated from

iron angle of 35 x 35 x 3mm , 75x75x6mm as

required, painted with best quality epoxy

coating in black and white bends The details

of 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 45x 60cms. for each leg, including

excavation curing etc. complete under the

supervision of engineer in charge.(B)

Engineer Grade .

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (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 Amount3112128.99

Rs……………………… Tendered Amount Rs………………………

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.