Providing grill, Crash barrier, BT work, Road Furniture work and miscellaneous work on rakshashakti circle to gift circle road (km 2/800 to 6/650) Km. Dist. Gandhinagar.

Name of Work : Providing grill, Crash barrier, BT work, Road Furniture work and miscellaneous

work on rakshashakti circle to gift circle road (km 2/800 to 6/650) Km. Dist. Gandhinagar

BILL OF QUANTITIES

Item Description of Item

Quantity Unit Rates In Figure Amount

No. (with brief specification and reference to book of specifications)

[1] Clearing and grubbing road land including uprooting rank 1.80 Hector 28455.03

vegetation grass bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of light

[2] Cold milling of existing bituminous layers, excavated material 1020.00 cum 746.39

hauling and stock piling the material upto 5 km form the site.

[3] Demolition including stacking of serviceable materilas and 255.00 cum 1110.75

disposal of unserviceable materials with all lead and lift. (i) R.C.C.

[4] Providing & fixing horizontal 50 x 25 x 4 mm pipe with 25 x 25 x 3000.00 rmt 4893.76

2.6 mm vertical MS Pipe of 1 m height with 25 x 25 x 2.6 mm

vertical MS Pipe length of 0.25 m welded and embedded in

foundation base of M150 grade controlled concrete as gudied by

in charge as per drawing/ design including cost of erection an

[5] A Providing and erecting a Double "W" metal beam crash barrier 700.00 Rmt 7757.81

comprising of 3 mm thick corrugated sheet metal beam rail,

cm above road / ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2.0 m centre to centre

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

mm, 800 mm long ,Fixed in M-30 Grade Concrete 1.1 x 0.5 x

complete as per clause 810. Anti Glare as per specification And

Reflector type-4 class - B High Intensity grade at Every Post as

per drawing complete as per clause

[6] Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and 2600.00 Rmt 4145.04

erecting a "Thrie" metal beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail, 85 cm above

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

x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m

below ground 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 space of

channel section 150 x 75 x 5 mm, 546 mm long complete as per

Pre cast concrete kerb Providing and fixing 2.5Mpa Grade of

concrete precast exposed pimple texture finish kerb stones of

steel mould Vaccum wet pressed machine approved make as per

approved sample of any size and any type. Kerbs shall be fixed on

the 100mm thk M15 PCC foundation prepared as per approved

design. The rate shall also include for erecting and fixing the

pieces in position, cutting if required, for complete kerb system

with Half Batter /Bullnose/ square Profile type of kerbs including

necessary accessories of kerb like radius kerb, angles and

quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb

shall be fixed as paper joint without any jointing material.

However cement mortar shall be provided at the backside of

kerb stone joint. (Sample must be approved) Cost of excavation,

base PCC, side filling shall be paid in relevent item as directed

engineer - incharge. (b) HB/BN/SQ 600x300x150mm.

Item Description of Item

Quantity Unit Rates In Figure Amount

No. (with brief specification and reference to book of specifications)

[8] Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 3590.00 Sqm 706.90

concrete block 60mm thick with grade of concrete M300

pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including 35 mm

Sand layer for levelling and filling the joint with sand in proper

line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

[9] Road marking with hot applied thermoplastic paints with 3962.50 Sqm 367.72

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

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

Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 4080.00 No. 217.40

made of polycarbonate and ABS moulded body and reflective

panels with Micro prismatic lens (No Glass bead 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 Ð DO III

Dt 11.06. 1997. The height, width and length shall not exceed

mm, 130 mm and 130 mm and with minimum reflective area of

13 Sqcm on each side and the slope to the base shall be 35 +/-

degree. The body of the marker should having finger grip for easy

and accurate placement and application with epoxy / bituminous

Adhesive as recommended by the manufacturer of the marker.

The color of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

[11] Construction of granular Sub base by providing natural coarse 850.00 Cum 990.40

graded material using 26.5 mm to 9.50 mm@ 45%, aggregate

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-VI

[12] Providing and laying spreading and compacting graded stone 1062.50 Cum 2231.49

aggregate to wet mix macadam 250 mm thick as per MORT&H

specification including pre mixing the material with water at

OMC in mechanical mix plant, carriage of mixed material by

tippers to site, laying in uniform layers with vogele senser paver

in sub base/ base course on well prepared surface and

compacting with sensor paver with streamline and vibratory

roller to achieve the desire density.

[13] Providing & laying priming coat with emulsion SS-1 grade and 4250.00 Sqm 111.69

spraying emulsion with spray set fitted on mechanical bouzer

using emulsion at the rate of 7.5 Kg./10 Sqm. On WMM surface

incl. cleaning the surface etc. complete.