Construction of Asphalt road on Cambay Branch in between ch. 143000 ft to 151000 ft. on Service Road Side.

BILL OF QUANTITIES

Construction of Asphalt road on Cambay Branch in between ch. 143000 ft to 151000 ft. on

Work : S.R.Side

Item of work Qty Unit Rate Amount (Rs.)

Clearing the canal Banks outer and inner Slopes by Jungle Cutting,

removing Vegetation, Ghabajaria, Trees, etc. alongwith burning it's

1 and carrying away as and where required and as directed etc. 6586.00 SM 10.30

completed by machineries.

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

a base of road work including removing the excavated stuff upto

and disposing on the road side as directed 50 mt. in lead.

Providing and laying granular sub-base Grade-I C.B.R.not less than

30% by providing close graded materials,consisting of B.T. crushed

stone aggregates 53 mm to 25 mm @ 50%, 25 mm to 4.75 mm @

20%, 2.36 mm to below @ 30% coarse sand combination and stone

3 dust/grit spreading in uniform layers with motor grader on 1171.00 CM 1562.72

prepared surface, mixing by mix in place method with rotovator at

O.M.C. to required dry density including filling the depressions

which occred during the process using vibratory roller 8-T to 10-T

Providing, laying, spreading and compacting graded stone

aggregate to Wet Mix Macadam (WMM) specification including

premixing the material with water at OMC in mechanical mix plant

carriage of mixed material by tripper to site, laying in uniform layers

with grader in sub base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired density etc.

complete as per MORT&H Specifcation & Grading as per IRC 109-

Providing & Laying bitumeneous grout 37.50 mm thick using asphal

tgrade VG-30 at the rate of 1.99 % i.e.19.90Kg./Mt byweight of mix

including heating and mixing in drum mix plant,transporting the mix

and spreading the sameby paver finisher andconsolidation as per

5 MOST specification including cost of allMaterials, fuel, labours, 604.00 MT 2434.31

tools and plants etc. using contractor's owndrum mix plant etc.

complete.(Considering 0.66 cmt/MT qty. for Aggregate.)

Providing, laying and rolling of 25mm thick VG-30 open graded

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

bitumen VG-10 for tack coat at the rate of 3.5 kg/ 10sqm on BT .( As

per IRC-16)and using bitumen VG-30 for mixing with aggregate at

the rate of 3.36% i.e.33.60 Kg/M.T. of total mix including heating

and mixing in drum mixpant, spreading the same with paver finisher

6 and consolidation withvibratory roller includng necessary firewood, 421.00 Meter 3483.62

oil lubricants, labour,charges etc. using equipment, tool etc

completed in accordance with the requirement of specification

(Considering 0.66 cmt/MT qty. for Aggregate.)

BILL OF QUANTITIES

Construction of Asphalt road on Cambay Branch in between ch. 143000 ft to 151000 ft. on

Work : S.R.Side

Item of work Qty Unit Rate Amount (Rs.)

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

aggregate at the rate of 0.66 cum / 1 MT. and bitumen VG-30 for

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

mixincluding heating and mixing heating and mixing in drum mix

7 plantand spreading the same by paver finisher and consolidation 352.00 Meter 3512.70

withvibratory roller including necessary using contractor's own

drum mixplant, machineries and equipment, tools etc. complete in

accordancewith the requirement of specification

Providing and laying asphalt painting on BT surface with

Bitumengrade VG-10 at the rate of 5.00Kg / 10 Sqm by Mechanical

sprayer and spreading the stone dust on prepared surface at the

8 rate of 0.03 cum / 10 sqm and Rolling withsmooth wheeled roller 7317.00 CM 41.49

and pneumatic roller and brushing etc complete.

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 and holes. zebra patta /bump patta lane/center line/ edge

9 line/cut patta. The white color marking should provide liminance 732.00 No. 367.72

coefficinet on cemend road shalll be min 130 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.

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

of 3 mm thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical post, 150 x

75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below

ground/road level, all steel parts and fitments to be galvanised by

hot dip process, all fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a spacer of channel

section 150 x 75 x 5 mm, 330 mm long complete as per clause

811(iIi) Small Project

Excavation for foundation in all sorts of soil including yellow sandy

gravelly soils, soft & hard murrum etc in dry condition including

depositing the excavated stuff in uniform layers in banks or as and

11 where directed etc complete for lead upto 500m and all lift (BY 1.50 No. 102.40

MACHINERY) Excluding Dewatering

BILL OF QUANTITIES

Construction of Asphalt road on Cambay Branch in between ch. 143000 ft to 151000 ft. on

Work : S.R.Side

Item of work Qty Unit Rate Amount (Rs.)

Providing & Laying in position NOMINAL MIX cement concrete

using cement, sand and crushed aggregates by mass and machine

mix for CC/RCC work incl necessary formworks centering,

scaffolding, compaction by vibrator, cuyring as directed with all

lead & Lift etc complete without dewatering and excluding cost of

steel reinforcement (A) For Foundation Concrete/General Purpose

(c ) CC Nominal Mix M-15 and MSA 20mm

In Words Rs.One Crore Three Lc Seventy Seven Thousand Two Hundred Eighty Eight & Fifty Two Paise Only

I/We am/are willing to carry out the work at……………………………. % above/ below percent (Should be written in figures and words) of

Estimated amount Estimated amount

Deduct :- ____ % Below Rs. _______________ Add ____ % above Rs. ______

Net Tender amount Rs. ______________ Net Tender amount Rs.

Notes 1 - The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for

which no extra payment shall be made.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills

Note 4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R. : PRC 10/2017

CementConsumption /16/C Date:11/05/2017as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix

design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate

mentioned in all the tender.

Signature of contractor. Deputy Executive Engineer

Khambhat Irrigation Sub Division