Bagad Irriation Scheme: Resurfacing of asphalt approach road from village Gundarana to dam site under the Bagad irrigation Scheme (Third Attempt)

Item Quantit Rate

specification and reference to book of Unit Amount

No y In figures

specifications)

Jungle clearance of specified category and

bushes for canal/dam work as directed with

depositing material etc complete.

1 (Excluding tree of grith above 0.5 mt) 6495.00 sqmt 2.00

A) Upto 2 year old

b) For Medium dence.

Providing, laying and rolling of 25mm thick using

Bitumean grade of VG-30 open graded premix

bituminous carpet with B.T. aggregate as specified

and using bitumen for tack coat at the rate of

Kg/10 Sqm on B.T.Surface. (As per IRC-16) and

using bitumen for mixing with aggregate at the rate

2 of 3.36% i.e. 33.60 Kg/M.T. of total mix including 212.00 MT 3573.30

heating and mixing in drum mix pant, spreading the

same with paver finisher and consolidation with

vibratory roller includng necessary firewood, oil

lubricants, labour charges etc. using equipment,

tool etc completed in accordance with the

requirement of specification

Providing and laying seal coat using Bitumean

grade of VG-30 with B.T. aggregate as specified

using aggregate at the rate of 0.18 cum / 10 sqm.

and bitumen for mixing with aggregate at the rate of

5.09% i.e. 50.90 kg/ M.T. of total mix including

3 heating and mixing heating and mixing in drum mix 368.00 MT 4147.20

plant and spreading the same by paver finisher and

consolidation with vibratory roller including

necessary using contractor's own drum mix plant,

machineries and equipment, tools etc. complete in

accordance with the requirement of specification.

Providing and laying Asphalt Painting on B.T.

surface with bitumen VG30 Rate of 5kg/10Sqmt

4 and Spreading Sand on Painting Surface at the rate 12787.50 sqmt 35.40

of 0.03 cum/10Sqmt with roling with Vibratory

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

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 two years.

Cat Eye / Road Stud / RPM: Supplying of Molded

Twin Shanks Raised Pavement Markers made of

polycar-bonate 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

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 130 mm and

6 with minimum reflective area of 13 Sqcm on each 341.00 Each 323.00

side and the slope to the base shall be 35 +/-

degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not less

than 19 +/- 2 mm and height not less than 30+/-

mm) from the body is to be a minimum value of

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

Engineer-in-charge.

Providing murrum including spreading the same

and dressing the side slope & top surface in

7 required grade and camber with lead upto 3.0 km 1588.98 Cum 209.60

etc complete.

Providing of high-quality photography and Drone

videography services for documentation of work

progress at specified intervals during the execution Ls Job

period and submission of compiled documentation.

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

be written in figures and words) of the estimated rate mentioned above. Amount of my /our

tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(in words)………………………………………………….………………………………………………...

(C)Net Tendered Amount (A-B) (in figure) ………………………………

(in words)………………………………………………….………………………………………………...

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.

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

3 GST and 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.: No. MIS 102010/17/K1, dtd. 30/07/2018 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

i.e. RS 5448.53/MT mentioned in all the tender.

Deputy Executive Engineer Executive Engineer

Irrigation Sub Division Bhavnagar Irrigation Project Division

Mahuva Bhavnagar

Signature of Contractor