Mota Mirapur Orna Road (Mota Gamtal - CC road), Ta. Bardoli Dist. Surat

Bill of Quantities

Memorandum showing items of work to be carried out

Item No. Item of work Quantity Unit Amount

1 Providing and laying 50 mm thick compacted 127.10 MT 3577.42

B. M. with B.T. aggregate as per MORT&H

specification using Emulsion grade RS-1 for

coat at 2.5 Kg./10Sq.mt. with mechanical

sprayer and bitumen grade VG-30 for mixing at

the rate 34.0Kg/M.T. i.e. 3.4 % of total mix

including heating the aggregate and asphalt by

Batch mix plant and spreading the same by

sensor paver finisher and consolidation with

vibratory roller including providing all

materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc.

2 Asphalt Interlayer Composite (AIC): 6300.00 Sqm. 215.13

Providing and laying CE Marked Glassfibre

Asphalt Interlayer Composite (AIC 100)

indigenously manufactured by Techfab India or

equivalent, made from high performance glass

fibre roving to form a reticular structural

material with a unique combination of fused

fibre glass and polypropylene non-woven

needle punched geotextile to asphalt overlay

flexible pavements and asphalt overlay

distressed rigid pavements for Reinforcement,

seizure reflective cracks, reduced surface

rutting & water infiltration. (Specification:

MoRTH section-700).with prior approval of

concerned Superitending Engineer.

Memorandum showing items of work to be carried out

Item No. Item of work Quantity Unit Amount

3 Mastic Asphalt (Providing and laying 25 mm 6300.00 Sqm. 867.59

thick mastic asphalt wearing course with

paving grade bitumen meeting the

requirements given in table 500-39, prepared by

using mastic cooker and laid to required level

and slope after cleaning the surface applyed

tack coat before glass grid and after glass grid,

including providing antiskid surface with

bitumen precoated fine-grained hard stone

chipping of 13.2 mm nominal size at the rate of

0.005cum per 10 sqm and at an approximate

spacing of 10 cm center to center in both

directions, pressed into surface when the

temperature of surfaces not less than 1000C,

protruding 1 mm to 4 mm over mastic surface,

all complete as per clause 516.)

4 Road marking with hot applied thermoplastic 300.00 Sqm. 367.72

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 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 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

Memorandum showing items of work to be carried out

Item No. Item of work Quantity Unit Amount

5 Cat Eye / Road Stud / RPM: Supplying of 300.00 Nos. 326.23

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. The height, width and

length shall not exceed 20 mm, 130 mm and

mm and with minimum reflective area of

Sqcm on each side and the slope to the base

shall be 35 +/- 5 degree. The strength of

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 Engineerin- charge.

Rupees Seventy Four Lakhs Eighty Four Thousand Eleven and Paise Eight Only

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

(percent 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…7484011.082 Put to tender Rs.

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

Memorandum showing items of work to be carried out

Item No. Item of work Quantity Unit Amount

*( please strike out whichever is not applicable)

Note :- 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.

Note :- 2 The labour cess will be deducted as per prevailing rules ie. 1% of the work done.

Note :- 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 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

Note :- 5 To be continued on additional sheet,if found necessary.

Signature of Bidder Deputy Executive Engineer

Panchayat (R&B) Sub-Division