Civil Work

NAME OF WORK :- RENOVATION AND WIDENING OF MATAJI MANDIR TO CHIKHLI MAIN ROAD, AT:- KHEDBRAHMA

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IT Rate with according to

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1 9.00 Demolition including stacking of serviceable materilas and disposal of Cmt 1081.83

unserviceable materials with all lead and lift. (i) R.C.C. work

2 58.00 Excavation for foundation up to 1.5 M Depth including sorting out and Cmt 532.91

stacking of useful materials and disposing of the excavated stuff up to

50 meter lead (D) Soft rock not requiring Blasting

3 5434.00 Box cutting the road surface to proper slope and camber for making a Cmt 215.62

base for road work including removing the excavated stuff and

depositing on the road side slope as directed up to 50 meter lead.

4 6348.00 Earthwork for embankment including breaking clods, dressing with all Cmt 236.61

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.(C) From Borrow area within 1.0KM. lead

5 39.00 Earthwork in cuting in all sorts of soil and soft murrum including Cmt 250.53

conveying and spreading the stuff, embankment as and where directed

within 200meters from the end of the cutting with all required lead

6 60.00 Supplying and fixing reinforced concrete heavy duty non-pressure Rmt 3469.26

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.(v) 900mm dia.

7 3105.00 Construction of Granular Sub Base (GSB) by providing coarse graded Cmt 1646.40

material of grading-I, spreading in uniform layers 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, complete as per MORTH specification

8 1553.00 Providing, laying, spreading and compacting stone aggregates of Cmt 1375.03

specific sizes to water bound macadam (Grade-I) (B.T. Metal of size

to 90 mm) specification 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 coarse aggregate, watering and

compacting etc. complete as per Specifcation.

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9 3105.00 Providing, laying, spreading and compacting graded stone aggregates Cmt 1193.88

to Wet Mix Macadam in150 mm thickness as per MORT & H

specification including premixing the material with water at OMC in

mechanical mix plant, carraige of mixed material by tippers to site,

laying in uniform layers with paver or motor grader in sub base / base

course on well prepared surface and compacting with vibratory roller

to acheive the desired density.complete as per MORT & H clause

10 10350.00 Rolling & consolidating of water bound macadam (Except literate and Smt 22.02

kankar) including watering not exceeding 150 mm thickness (Main

layer includingbinding materials) including filling in depressions which

occurs during the process B) With power roller exceeding 8 tonne not

exceeding 12 tonne.

11 1898.00 Providing & laying 50 mm thick compacted D.B.M. with B.T. stone MT 3439.20

aggregates as per MoRT&H gradation & specification with bitumen

VG-30 for mixing at the rate of 45.0 kg./M.T. by weight of total mix i.e.(

4.5% by weight of total mix ) including heating the asphalt &

agreegates by contineous batching batch mix plant & spreading the

same by paver finisher including rolling & consolidation with 10-12

tones vibratory and power roller & providing all

materials,equipments,tools & plants,fire wood,oil,kerosene,labour

charges etc.and using contractors own machinaries batch mix plant &

paver finisher etc.comp.

12 1812.00 Providing and laying 50 mm. thick B.M. with B.T. aggregate as per MT 3200.73

MORT & H specification and gradation asphalt grade 80/100 (VG-10)

for tack coat at 2.5 kg. / 10 sqm. with mechanical sprayer & mixing @

34.0 kg./ M.T.(i.e.3.4% of total mix by weight) including heating and

mixing the aggregate and asphalt by contineous batching drum mix

plant and spreading the same by paver finisher and consolidation with

vibratory roller (80-100 KN static weight) including providing all

materials equipment, tools and plants, oil, kerosene, firewood, labour

charges etc. complete using contracter's own machinaries etc.

13 992.00 Providing and laying 25 mm thick compacted S.D.B.C.with B.T.stone MT 3847.98

chips as per MORT & H gradation and specification with bitumen

grade for mixing at the rate of 50.00 kg/M.T.by weight of total mix

i.e.") (5.0 % by weight of total mix ) Add Water Proofing Materials

saline neno technology @ 0.10% by total weight of mix. including

heating the asphalt and aggreates by drum mix plant and spreading

the same by paver finisher including rolling and consolidation with 10-

12 tonnes vibratory and power roller and providing all

materials,equipments, tools, and plants,fire wood,oil, kerosene,labour

charges etc and using contractor's own machineries drum mix plant

and paver finisher etc complet.

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Approved Total Amount

IT Rate with according to

but may be Description Unit

No. 1% L.W Cess estimated

Rs. quantities.

14 17250.00 Providing & laying Asphalt painting on B.T. surface with Bitumen grade Smt 20.62

of VG-30 at the rate of 5.0 Kg / 10 Sqmt by Mechanical sprayer &

spreading stone dust on painting surface of road @ 0.03 cum/10sqmt

& rolling etc. comp. & brushing the surface

15 3.00 Cautionary Warning Sign :-Providing and fixing sing boards made out of Nos. 3379.54

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

best quality epoxy coatings in black andwhite bends. The details of

symbol foreach 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

Cms. for each leg.including excavation, curing etc.complete under

the supervision of engineer in charge.

(B) High Intensity Grade

16 2.00 Informatory Signs :-Providing and fixing sing boards made out of 2mm Nos. 3856.90

aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-

1977 pre treated with phospheting process & acid teching; coated with

one coat of epoxyprimer and two coats of best qualityepoxy paint;

reflectorised with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted

with best qualityepoxy coatings in black and whitebends. the details

of symbol for each board shall details of symbol for eachboard shall

be as per the instruction ofengineer in charge. The fixing at site shall be

in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including

excavation curing tec. complete under the supervision of engineer

charge.(B) High Intensity Grade

Approved Total Amount

Approved Total Amount

IT Rate with according to

but may be Description Unit

No. 1% L.W Cess estimated

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17 2.00 Place ideatification sign :-Providing and fixing sing boards made out of Nos. 9390.66

2mm aluminium sheet; size 150 x 90cms. 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 from

suitable size iron angle of 50x50x5mm 75x75x6mm as required;

painted with best quality 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 block of size 45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer

in charge.(B)High Intensity Grade

18 3500.00 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile Nos. 375.72

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

19 690.00 Road marking with hot applied thermoplastic paints with reflectorising Smt 367.72

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 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

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 years

Approved Total Amount

Approved Total Amount

IT Rate with according to

but may be Description Unit

No. 1% L.W Cess estimated

Rs. quantities.

20 520.00 Metal Beam Crash Barrier Rmt 5535.81

Providing and erecting a "W" metal beam crash barrier comprising of

3mm thick corrugated sheet metal beam rail, 70cm above road/ground

level, fixed on ISMC series channel vertical post, 150 X 75 X 5 mm

spaced 2m center to center, 1.8m heigh, 1.1m below ground / road

level all steel parts and fitments to be galvanised by hot dip process all

fitting to conform to IS:1367 and IS:1364 metal beam rail to be fixed on

the vertical post with a spacer of channel section 150X75X5mm,

330mm long complete as per Clause

I / We am / are willing to complete work …………………... % below / above tendered rate mentioned.

Total Estimated Cost Rs. 3,50,98,976.00………………% Below / above Rs. …………………………………..

*(Please strike out whichever is not applicable).

All work shall be carried out as per public works Department Hand book and other specifications of Division or

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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.

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Rates quoted include clearnace 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.

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

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Signature of Contractor

CHIEF OFFICER PRESSIDENT

Khedbrahma nagarpalika Khedbrahma nagarpalika