Special Strengthening Works of Road at kotra Sultanabad under M-3 Sub Dn, PWD Bhopal 2nd Call

Special Strengthening Works of Road at kotra Sultanabad under M-3 Sub Dn, PWD Bhopal

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Bill of Quantities (BOQ)

Probable Amount of contract :

(Rs. in Figures) : Rs. 50.00 Lacs

(Rs in words) : Rupees

Time Alloved : 6 months

(ii) @0.30 kg per sqm (dry & hungry bituminous surfaces/Granular surfaces treated with primer)

(SOR Item No. 5.2 (ii))

Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects.

b) Using Drum Mix Plant of appropriate capacity.

(iv) for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30)

(SOR Item No. 5.6 (b) iv)

Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre rollers to achieve the desired compaction as per clause 507 of specification.

b) Using Drum Mix Plant of appropriate capacity.

(v) for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30)

(SOR Item No. 5.7 (b) (iv))

(SOR Item No. 3.3)

Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.

(ii) For 37.5 mm maximum size

(SOR Item No. 4.2 (ii) )

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 &

(ii) With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer

B PCC Grade M20

D PCC Grade M25

SOR Item No.12.6 (ii)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beeds on Bituminous surface. Providing and applying (Cleaning of Bituminous surface) thermoplastic compound having composition of binder (Resin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35.The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications. Note: - The guarantee of Thermoplastic should be

SOR Item No 8.38

Road Markers/Road Studwith Lense Reflector - Providingand fixingsingle mound twin shanked molded Road Markers/Road Stud made of polycarbonate or ABSbody andshall support aload of 13635 Kgtested in accordance to ASTM D 4280 and complying lo specifications of Section-5 of IRC:35-2015 and clause 804.2.2 of MORT&H and Section-5 of IRC:35-2015 reflecting panels shall consist of number of lenses containing single or dual prismaticcubescapableofprovidingtotalinternal reflection ofthelight enteringthelens face. Theslopeor retro-reflecting surface shouldbe 35 + 5 degreeto base. Thereflective marker shallbe fixedtothe road surface using the epoxy/adhesives and the procedure recommended by the manufacturer. No nails shall be used to affixthemarkers so Cubescapable of that theydo not pose safety hazard onthe road. The contractor shall submit a two-year replacement warranty. for satisfactory field performance including stipulated retro- reflectance of the reflecting panel. (Make-3M /AVERY

SOR Item No 8.23

Solar powered Road Marker (Solar Stud) Supplying and fixing solar raised Pavement markers made of polycarbonate molded body with circular shape, solar powered, LED self Illumination in active mode, 360-degree Illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280, The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 c to 70 c color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1Hz. There should be current losses of less than 20 microamperes at 2.4 v in sleep charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height width and length of the marker shall not less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kilograms fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. (Make- 3M /AVERY

(SOR Item No 8.24)

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom as per relevant clauses of section 300 & 2100 in

(I) Ordinary soil (including back filling with approved material)

(i) Depth upto 3 m

(SOR Item No. 12.1(i) Pg. 96)

Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.

(SOR Item No. 12.3 Pg. 96)

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.

(SOR Item No. 12.30 Pg. 101)

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with.

(ii) With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer

(C) RCC Grade M20

(SOR Item No. 12.6(ii) (C) Pg. 97)

Providing and fixing in position structural steel work for the superstructure of bridges including cutting, riveting, bolting or welding as per the approved design and including hoisting in position etc. complete as per section 1900 of specifications.

(SOR Item No. 14.32 Pg. 130)

Total Rs.

Say RS 50.00 Lakhs

Sub Engineer Sub Divisional Officer Executive Engineer M-3 Sub Division New Bhopal Division P.W.D. Bhopal PWD Bhopal