Construction of Asphalt Road at Latiplot Area of Morbi Municipal Corporation area, Dist.Morbi

Name of Work : Construction of Asphalt Road at Latiplot Area of Morbi Municipal Corporation area, Dist.Morbi

=// Bill of Quantities //-

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

1 8115.00 Dismentaling the existing structure including removing and stacking the dismentelled Cum 930.35 Rupees Nine Hundred

materials as and where directed. (A) R.C.C. work Thirty Paise Thirty Five

2 2520.00 Earthwork for embankment with effective CBR 8% including breaking clods, dressing with Cum 177.91 Rupees One Hundred

all lead and lift and including watering rolling and consolidation of subgrade in layers at Seventy Seven Paise Ninety

O.M.C. to required dry density including filling the depression which occur during the One Only

process using power roller 8T to 10T.(E) From Borrow area

3 63669.00 Box cutting the road surface to proper slope and camber for making a base for road work Cum 109.24 Rupees One Hundred Nine

including removing the excavated stuff and depositing on the road side slope as directed upto Paise Twenty Four Only

all lead & Lift.

4 31835.00 Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method Cum 851.47 Rupees Eight Hundred Fifty

(Construction of granular sub-base by providing close graded Material, mixing in a One Paise Fourty Seven

mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform Only

layers with motor grader on prepared surface and compacting with vibratory power roller to

achieve the desired density, complete as per clause 401) or grading-VI Material

5 31835.00 Wet Mix Macadam laying Using Mechanical Paver ( Providing, laying, spreading and Cum 802.55 Rupees Eight Hundred Two

compacting graded stone aggregate to wet mix macadam specification including premixing Paise Fifty Five Only

the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper

to site, laying in uniform layers with paver in sub- base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density.)

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

6 127338.00 Providing & laying priming coat with emulsion SS-1 grade and spraying emulsion with spray SqM 61.29 Rupees Sixty One Paise

set fitted on mechanical bouzer using emulsion at the rate of 7.5 Kg./10 Sqm. On WBM Twenty Nine Only

surface incl. cleaning the surface etc. complete.

7 21966.00 Providing and laying 75.00 mm thick Dense Bituminous macadam (in Two Equal Layers) MT 2798.56 Rupees Two Thousand

with tack coat @ 2.5 Kg./ 10 Smt. & B.T. aggregate as per M.O.R.T. & H. specification and Seven Hundred Ninety

Bulk asphalt VG-30 for mixing @ 45.00 KG. / M.T. i.e. 4.5 % of total weight of mix of Eight Paise Fifty Six Only

asphalt weight including heating and mixing the aggregate and asphalt in continuous of drum

mix plant and hot laid process spreading the same by paver finisher and consolidation with

roller as per M.O.R.T. & H specification to achieve desired density, including providing all

materials equipments, tools and plants, fire wood, oil, kerosene, labour charges etc. complete

using contractor's own machinery batch mix plant and paver finisher etc. complete.

8 12227.00 Providing and laying 40 mm thick Bituminous Concrete with B.T. aggregate as per M.O.R.T. MT 3283.54 Rupees Three Thousand

& H. asphalt Grade: VG-30 for mixing not less than 55.00 KG. / M.T. i.e. 5.5% by weight of Two Hundred Eighty Three

total mix including heating and mixing the aggregate and asphalt by continuous of batch mix Paise Fifty Four Only

plant and hot laid process laying with paver finisher and consolidation with Vibratory roller

as per M.O.R.T. & H specification to achieve desire density, including cost all materials

equipments, tools and plants, oil, kerosene, firewood, labour charges etc. complete using

contractor's own machineries batch mix plant and paver finisher etc. complete.

9 127338.00 Providing and Laying Asphalt painting on B.T. surface with bitumen VG-30 graded at rate SqM. 49.49 Rupees Fourty Nine Paise

5.00 kg /10 SqM by mechanical sprayer in uniform layer and spreading the stone dust on Fourty Nine Only

prepared surface at the rate of .03 Cum / 10 / SqM and rolling with smooth wheel pnumetic

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

10 767.00 Renovation of Manhole by incresing the height at top including cost of excavation, refiting of No 3407.74 Rupees Three Thousand

Manhole frame & cover curing etc. complete including all carting and providing of material Four Hundred Seven Paise

which is required for the purpose. Also for all type of manhole by providing RCC 1:2:4 Seventy Four Only

partition walls with required reinforcement 25 mm thick and circular / rectangular opening

with 500 mm clear dia min and 0.40 mt av ht.

11 RCC precast M.H. Frame & Grate Cover Manufacture, supply & Delivery at store or at site of

work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design &

Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.

11 (a) 256.00 Heavy Duty Frame 50cm Opening of MH No 1132.21 Rupees One Thousand One

Hundred Thirty Two Paise

Twenty One Only

11 (b) 256.00 Heavy Duty Cover suitable for 50cm opening of MH No 1184.73 Rupees One Thousand One

Hundred Eighty Four Paise

Seventy Three Only

12 8960.00 Providing & fixing Heavy M.S. Grill for chamber cover with necessary fitting with necessary Kg 126.25 Rupees One Hundred

fitting with one coat of primer and two coat oil paint as per details given by architect. as per Twenty Six Paise Twenty

details given by engineer in charge. Five Only

13 6905.00 Road marking with hot applied thermoplastic paints with reflectorising glass beads on SqM. 367.72 Rupees Three Hundred

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick Sixty Seven Paise Seventy

including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding Two Only

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

130 mcd/m2/lux and Asphalt road shall be min

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

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

14 180.00 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium No 5077.27 Rupees Five Thousand

sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as Seventy Seven Paise

per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with Twenty Seven Only

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; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white 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. 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-C Type-4 Retro Reflective sheeting

15 260.00 Direction sign (Junction board):-Providing and fixing sign boards made out of 2mm No 26572.09 Rupees Twenty Six

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 244x122 cms. rectangular as Thousand Five Hundred

per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with Seventy Two Paise Nine

one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Only

Prismatic Grade retro refiectivesheeting of Type-4as per ASTM D-4956 and latest M.O.S.T.

Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with

bestquality epoxy coatings in black and white 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. 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.

(A) Class-C Type-4 Retro Reflective sheeting

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

16 260.00 Place Identification Sign :-Providing and fixing sign boards made out of 2mm aluminium No 14085.46 Rupees Fourteen Thousand

sheet / 4mm ACP (Aluminum composite Panel); size 150x90 cms. rectangular as per design Eighty Five Paise Fourty

of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of Six Only

epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white 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. 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.

(A) Class-C Type-4 Retro Reflective sheeting

17 60.00 Regulatory/Mandatory signs :Providing and fixing sign boards made out of 2mm aluminium No 4618.73 Rupees Four Thousand Six

sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle as per design of IRC- Hundred Eighteen Paise

67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy Seventy Three Only

primer and two coats of best quality epoxy paint ;reflectorised with Micro 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 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white 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. 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.

(A) Class-C Type-4 Retro Reflective sheeting

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

Amount in Words :

Rupees Twenty Crore Nineteen Lakh Seventy Five Thousand Seven Hundred Fourty Three Paise Eleven Only

A FIXED Amount of total dismentalled credit ₹ 0.00 shall be recovered from running Bill in which dismental item will recorded for payment.

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

be written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

Estimated amount Estimated amount

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

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

Total Rs. …………………… Net Rs…………………..

In words……………………………… In words……………………………………….

(Please strike out whichever is not applicable)

[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.

All furnising item must be aprooved by engineer in charge

[2] The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

[3] Income tax TDS will be deducted at a source while making payments of bills.

[4] In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as 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.

[5] Testing of materials charge paid by contractor

[6] Samples to be sent by contractor to GERI.

Consultant : Signature of Contractor