Resurfacing Left Bank Earthen dam Top Road and Main Spillway to Suj.Suf.Spreading Canal Head Regulator Road at Kadana dam Site.

Name of Work :- Resurfacing Left Bank Earthen dam Top Road and Main Spillway to Suj.Suf.Spreading Canal Head Regulator

Road at Kadana dam Site.

Sr. Qty Unit Item of work Tender Rate in Unit Amount

No estimated Rupees Rupees in Words

. may be more in figure

Scarifying gravelled macadam or bitumen macadam surface 6 cm to Rs. Forty One &

1 21006.00 Sqmt 41.60 Sqmt

10 cm.depth including stacking useful materials on road side and Sixty Paise Only

disposing off remaining stuff.

Preparing surface by Brushing with wire brushes for removing caked Rs. Seventeen &

2 21006.00 Sqmt mud etc. sweeping with brooms and finally fanning the cleaned 17.88 Eighty Eight Sqmt

surface with gunney bags to remove all loose dirt etc.(ii) Black top Paise Only

Providing, Laying, spreading and compacting graded stone

aggregates to wet mix macadam as per MORTH 5th Revision Rs. One

specification as per clause 406 including premixing the Thousand Six

3 1728.00 Cum material with water at OMC in mechanical mix plant, carriage of 1638.81 Hundred Thirty Cum

mixed material by tippers to site, laying in uniform layers with Eight & Eighty

paver in sub base / base course on well prepared surface and One Paise Only

compacting with vibratory roller to achieve the desired density.

Rs. Sixty Two &

Providing and laying evenly Prime coat with emulsion bitumen SS-1

4 21006.00 Sqmt 62.96 Ninety Six Paise Sqmt

at rate of 7.5Kg/10Sq.M. etc complete as directed with all labour

Providing and laying Tack coat with Bitumen Emulsion (RS-1) at

5 42011.00 Sqmt 13.37 Thirty Seven Sqmt

the rate of 2.50Kg/10Sq.M. on the prepare bituminous surface etc

complete as directed with all labour and materials

Providing & laying Bituminous grout 37.50mm thick with asphalt of

grade of VG-30 at the rate of 1.99% by weight of mix for mixing Rs. Two

using B.T. Chips of required gradation including cleaning and Thousand Seven

6 1576.00 MT heating asphalt premix materials by hotmix process in proper 2757.26 Hundred Fifty MT

gradation and laying with paver finisher and consolidation by roller Seven & Twenty

of 8 to 10 tonnes including cost of all materials, Asphalt, aggregates, Six Paise Only

labour Charges, royalty charges etc. completed as directed. including

flushing key aggregate @0.13Cum/10Sq.m.

Providing laying and rolling 25 mm thick open graded premixed

bitumineous carpet with B.T. aggregate as specified and using

bitumen for mixing with agreegate at the rate of 3.36% i.e

33.60kg/M.T. of total mix including heating and mixing in drum

7 1102.00 MT 2979.81 Hundred Seventy MT

mix plant and spreading the same with paver finisher and

consolidation with power roller including necessary firewood, oil, Nine & Eighty

lubricants, labour charges etc. using contractor's own drum mix plant One Paise Only

and equipment, tool etc. completed in accordance with the

requirement of specification.

Providing and laying seal coat with B.T aggregate as specified using

aggregate at the rate of 0.18cum/10Sqmt and bitumen grade VG-30

for mixing with aggregate at the rate of 4.5% i.e 45.00Kg/M.T of

total mix including heating and mixing in drum mix plant and

8 794.5455 MT 3239.72 Hundred Thirty MT

spreading the same by paver finisher and consolidation with Power

roller including necessary firewood oil, lubricans, labour charges

using conractor's own drum mix plant, machineries and equipment,

tools (including flushing & screened stone dust etc. complete in

accordance with the requirement of specification.

Sr. Qty Unit Item of work Tender Rate in Unit Amount

No estimated Rupees Rupees in Words

. may be more in figure

Road marking with hot applied thermoplastic paints with

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

9 967.00 Sqmt and holes. zebra patta /bump patta lane/center line/ edge line/cut 367.72 Sqmt

patta. The white color marking should provide liminance coefficinet Seven & Seventy

on cemend road shalll be min 130 mcd/m2/lux and Asphalt road Two Paise Only

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.

Cautionary Warning Sign :-Providing and fixing sing 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

10 19.00 No 3808.66 Hundred Eight & No

stand postand frame fabricated from suitable sizeiron angle of 35 x

Sixty Six Paise

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)

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks

Raised Pavement Markers made of polycarbonate and ABS moulded

body and reflective panels with micro prismatic lens capable of

providing total internal reflection of the light entering the lens face

and shall support a load of 13635 kgs. tested in accordance to ASTM

D 4280 Type H and complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. Rs. Three

The height, width and length shall not exceed 20 mm, 130 mm and Hundred Twenty

130 mm and with minimum reflective area of 13 Sqcm on each side Six & Twenty

and the slope to the base shall be 35 +/- 5 degree. The strength of Three Paise Only

detachment of the integrated cylindrical shanks, (of diameter not less

than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the

body is to be a minimum value of 500 Kgf. Fixing will be by drilling

holes on the road for the shanks to go inside, without nails and using

epoxy resin based adhesive as per manufacturers recommendation

and The color of the marker should be as per the IRC 35-2015 and

as directed by Engineer-in-charge.

Direction sign (Junction board):-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 244 x 122cms. 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 Rs. Six

numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand Thousand Three

12 3.00 No post and frame fabricated from suitable size iron angle of 50 x 50 x 6375.49 Hundred Seventy No

5mm 75x75x6mm as required; painted with best quality epoxy Five & Forty

coatings in black and white bends. the details of symbol or Nine Paise Only

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

Sr. Qty Unit Item of work Tender Rate in Unit Amount

No estimated Rupees Rupees in Words

. may be more in figure

STOP Sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size

cms. Octagonal 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; 3.6mtr 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 35 x

13 3.00 No 6704.36 Hundred Four & No

35 x 3mm; painted with bestquality epoxy coatings in black and

Thirty Six Paise

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 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

Chevron sign :-Providing and fixing sign boards made out of 1.5mm

aluminium sheet / 3mm ACP (Aluminum composite Panel); size

60x50 cm 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

Micro Prismatic Grade retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required Rs. Four

and frame fabricated from suitable size iron angle of 50 x 50 x Thousand Six

14 15.00 Each 4681.35 Hundred Eighty Each

5mm; painted with bestquality epoxy coatings in black and white

bends. the details of symbol or inscription / numerals for each board Five Paise Only

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 10 years for the Retro

reflective sheeting from originaa 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. (A) Class-C Type-

11 Retro Reflective sheeting

Item No.15 Rs. Three

Providing and fixing Hectometer as per I.R.C. type design including Hundred Fifty

painting, lettering etc. complete.(ii) Fixing in C.C. 1:5:10 Six & Fifty Paise

Sr. Qty Unit Item of work Tender Rate in Unit Amount

No estimated Rupees Rupees in Words

. may be more in figure

Item No.16 Rs. Three

Providing and fixing guard stone as per I.R.C. type design including Hundred Fifty &

white washing etc. complete.(ii) Fixing in C.C. 1:5:10 Eighty Paise

Rs. Two Hundred

Earthwork for embankment including breaking clods, dressing with

17 1460.00 Cum 246.55 Forty Six & Fifty Cum

all lead and lift (excluding watering and consolidation)(C) From

Five Paise Only

Borrow area within 1.0 Km.lead (with Minimum 6 % CBR)

I/ We am/ are willing to carry out the work at ……………………………………………..% above/ below

percent (should be written in figure and words ) of the estimated rate mentioned above. Amount of my/our

tender works out as under.

* Estimated amount * Estimated amount

Put to tender Rs……………. Put to tender Rs …………….

Deduct : ………% below Rs……………. Add: …………% above Rs…………….

Net Rs……………. Total Rs …………….

* ( Please stride out whichever is not applicable).

Note1 :- All work shall be carried out as per Public Works Depatment Handbook and other

specification of Division or as directed.

Note 2 :- All the columns is Schedule should be filled in ink and the total of the entires in

the last column should be struck by the contractor under his signature

Note 3 :- Rates quoted include clearance of site (prior commencemect of work and at its

close) in all respect and. hold good for work under all condition, site, moisture, wreather etc

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

Signature of Deputy Executive Engineer Executive Engineer

Masonry Sub Division No.1 Kadana Division No.1

Diwada Colony Diwada Colony