Providing bituminous coat, tack coat and seal coat over existing road around the model school situated at Diwada Colony.

Name of Work :- Providing Bituminous coat, tack coat and seal coat over existing road around the model school situated at Diwada Colony

Item Quantities Estimated but Per Unit Item Of Work Tender Rate Per Unit Total Amount

Item Quantities Estimated but Per Unit Item Of Work Tender Rate Per Unit Total Amount

No. may be more or less Rs. in Figures Rs. In Words according to

estimated quantities.

Clearing and grubbing road land including uprooting rank vegetation grass bushes, thousand two

shrubs, sapling and trees girth up to 300 mm removal of stumps of trees cut earlier hundred fifty Hectar

1 0.17 Hectare 84255.99

and disposal of unserviceable materials (A) By manual means in area of light five rupees and e

jungle ninety nine

Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth

2 2043.75 Sqmt 41.60 rupees and sixty Sqmt

including stacking useful materials on road side and disposing off remaining stuff.

Box cutting the road surface to proper slope and camber for making a base for

nine rupees and

3 613.125 Cum road work including removing the 109.41 Cum

fourty one paisa

excavated stuff and depositing on the road side slope as directed upto 50Mt.lead.

Preparing surface by Brushing with wire brushes for removing caked mud etc.

4 2043.75 Sqmt sweeping with brooms and finally fanning the cleaned surface with gunney bags 29.73 Sqmt

to remove all loose dirt etc.(i) Water bound macadam surface (New)

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix

Macadam (WMM) specification including premixing the material with water at

5 510.9375 Cum OMC in mechanical mix plant carriage of mixed material by tripper on site, laying 1568.94 Cum

in uniform layers with paver in sub base /base course on well prepared surface and

compacting with vibratory roller to achieve the desired density.

Providing and laying evenly Prime coat with emulsion bitumen SS-1 at rate of rupees and

6 2064.00 Sqmt 61.25 Sqmt

7.5Kg/10Sq.M. etc complete as directed with all labour and materials. twenty five

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 using B.T. Chips of required Two thousand

gradation including cleaning and heating asphalt premix materials by hotmix six hundred

7 155.00 MT process in proper gradation and laying with paver finisher and consolidation by 2699.57 ninety nine MT

roller of 8 to 10 tonnes including cost of all materials, Asphalt, aggregates, labour tupees and fifty

Charges, royalty charges etc. completed as directed. including flushing key seven paisa only

aggregate @0.13Cum/10Sq.m.

Providing and laying Tack coat with Bitumen Emulsion (RS-1) at the rate of Twelve rupees

8 4129.00 Sqmt 2.50Kg/10Sq.M. on the prepare bituminous surface etc complete as directed with 12.71 and seventy one Sqmt

all labour and materials paisa only

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

9 109.40 MT mixing in drum mix plant and spreading the same with paver finisher and 2882.42 MT

consolidation with power roller including necessary firewood, oil, lubricants,

fourty two paisa

labour charges etc. using contractor's own drum mix plant 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 spreading the same by paver finisher and consolidation with

10 77.00 MT 3109.27 nine rupees and MT

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.

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. Three hundred

The finished surface to be level, uniform and free from streaks and holes. zebra sixty seven

11 109.00 Sqmt patta /bump patta lane/center line/ edge line/cut patta. The white color marking 367.72 rupees and Sqmt

should provide liminance coefficinet on cemend road shalll be min 130 seventy two

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life paisa only

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

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

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-

67-1977 Pretreated with phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro Three thousand

refiectivesheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and eight hundred

12 2.00 Nos frame fabricated from suitable size iron angle of 35x35x3mm, 75x75x6mm as 3808.66 eight rupees and Nos

required; painted with best quality epoxy coatings in black and white bends. The sixty six rupees

details of symbol for each board shall be as per the instruction of engineer only

incharge. 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(VR)

Village name/ Bump Ahead sign :-Providing and fixing sign boards made out of

2mm aluminium 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

13 3.00 Nos 5045.36 rupees and Nos

from suitable size iron angle of 50 x 50 x 5mm painted with best quality epoxy

thirty six paisa

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(VR)...

Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective panels with Micro prismatic

lens (No Glass bead 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 Two hundred

MORTH Circular No RW/NH/33023/10-97 Ð DO III Dt11.06. 1997. The height, seventeen

width and length shall not exceed 20 mm, 130 mm and 130 mm and with rupees and

minimum reflective area of 13 Sqcm on each side and the slope to the base shall fourty paisa only

be 35 +/- 5 degree. The body of the marker should having finger grip for easy and

accurate placement and application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The color of the marker should

be as per the IRC 35-2015 and as directed by Engineer-in-charge.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with Six hundred

collars for culverts carrying heavy traffic as per IS 458-1991 specifications fifty nine rupees

including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of and ninety nine

class NP3 of following internal diameter.(i) 300mm dia. paisa only

Providing and laying side shoulder with use of Murrum including collecting, ninety four

16 188.025 Cum carting, spreading and consolidate by Vibratary roller etc. complete as directed by 994.78 rupees and Cum

engineer in chrage seventy eight

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 in Schedule should be filled in ink and the total of the entires in the last column should be strucked 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 Contractor Executive Engineer

Kadana Division No.1