Road Works

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[1] Box cutting the road surface to proper slope and 340.00 Cum 207.400

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead.

[2] Construction of granular Sub base 150 mm Thick by 150.00 Cum 1485.960

providing coarse graded material BTMC using metal

53mm to 26.5 mm@ 35%, aggregate 26.5 mm to

mm @ 45% and stone dusts 2.36 mm 7 below @ 20%

incl. 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

Clause 401.2 Table 400.1 grade-I

[3] Providing & Laying compacted W.B.M. 250 mm thick 190.00 Cum 1774.720

of machine crushed B.T. metal of size 40 mm to 63mm

with using 25% stone screening as filler and binding

material 0.08 Cum/10 Sqm. Including spreading

watering & consolidation by vibratory roller etc.

[4] Providing & laying priming coat with emulsion SS-1 750.00 Sqmt 61.140

grade and spraying emulsion with spray set fitted on

mechanical bouzer using emulsion at the rate of

Kg./10 Sqm. On WMM surface incl. cleaning the

surface etc. complete.

[5] Providing and laying 50 mm Thick Bitumious 3735.60 MT 2797.700

Mecadam B.T. Aggregate as per MORT & H

specification and VG-30 for tack coat @ 2.50 Kg./10

smt. with Mechanical sprayer & Bitumen Grade VG-30

for mixing @ 34 Kg./Mt. i.e. 3.40 % by weight of total

mix including heating and mixing the aggregate &

asphalt in continuous batch mix plant and spreading

the same by sensor paver finisher & consolidation

with vibratory roller including providing all materials

equipments, tools & plant, fire wood, oil, kerosene,

labour charges etc. complete using contractor’s own

machinery drum mix plant & paver finisher etc.

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[6] Providing and laying 25 mm thick (Compacted ) Semi - 1952.70 MT 3566.310

dence Bituminous concrete on exiting bituminous

surface VG-30 for tack coat @ 2.50 Kg./10 smt. with

Mechanical sprayer and using specified graded black

trapped machine crushed aggregate with 5% Bitumen

Vg-30 - 60/70 grade bitumen by Wt of total mix as per

MORTH specification including heating and mixing of

asphalt with B.T. chips in continuous batch mix plant

and transporting same at site and speading by sensor

paver finisher and consolidation the same with pair of

8 tonnes to 10 tonnes vibratory roller to achive desire

density and including flusing the stone dust @0.03

cum/10smt including cost of required tools , plants, all

machineries, equipment fire wood , oil, kerosene,

charges etc. complete.

[7] Road marking with hot applied thermoplastic paints 1146.66 Sqmt 367.720

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.

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[8] Cat Eye / Road Stud / RPM: Supplying of Molded Twin 770.00 No 326.230

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,

mm and 130 mm and with minimum reflective area of

13 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+/-

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-

[9] Providing and erecting a"W" metal beam crash barrier 100.00 Sqmt 3354.210

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

x 5 mm, 330 mm long complete as per clause 811)

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[10] Facility Informatory Sign :-Providing and fixing sign 6.00 No 5906.480

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 80 x 60 cms

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

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

10 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-11 Retro Reflective sheeting.

Total Rs.

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

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

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.: 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. Credit of Dismantal Material amount of Rs. ................... must be recovered from Contractor's R.A Bill.

6. Payment will be given only if the material testing result is satisfactory.Testing of material shall be done as per

statement attached with specification

Signature of Contractor Deputy Executive Engineer Executive Engineer

R & B Sub Division Kheda R & B Division

Nadiad Nadiad