RENOVATION /SPECIAL REPAIR OF PARADE GROUND WITH BLACK TOP WORK AND SPECIAL REPAIR OF EXISTING ROAD WITH WIDENING INCLUDING BITUMINOUS WORK AT BSAP-05 PATNA IN THE DISTRICT OF PATNA

Sand filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification. (Including 1% Labour cess charge)

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Mechanical Means (Depth upto 3 m) (Including 1% Labour cess charge)

Scarifying Existing Bituminous Surface to a Depth of 50 mm by Mechanical Means. - (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.) (Including 1% Labour cess charge)

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):- Construction of granular sub-base by providing coarse graded material, 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. (Including 1% Labour cess charge)

Wet Mix Macadam (Plant Mix Method) Wet Mix Macadam :- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including 1% Labour cess charge)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (Including 1% Labour cess charge)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including 1% Labour cess charge)

Dense Graded Bituminous Macadam gr-II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic 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 MORT&H specification clause no. 505 complete in all respects. (Including 1% Labour cess charge)

Bituminous Concrete -Gr-II Providing and fixing of retro-refiectorised cautionary, mandatory and informatory sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 , fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by mens of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. (Including 1% Labour cess charge)

Providing and fixing of retro-refiectorised cautionary, mandatory and informatory sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 , fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by mens of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. II) 90cm Equilateral Triangle (Including 1% Labour cess charge)

Providing and fixing of retro-refiectorised cautionary, mandatory and informatory sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 , fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by mens of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. VIII) 60cm Circular (Including 1% Labour cess charge)

Providing and fixing of retro-refiectorised cautionary, mandatory and informatory sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 , fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by mens of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. X) 80cm x 60 cm Rectangular (Including 1% Labour cess charge)

Providing and fixing of retro-refiectorised cautionary, mandatory and informatory sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 , fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by mens of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. XII) 60cm x 45 cm Square (Including 1% Labour cess charge)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface :- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (Including 1% Labour cess charge)

Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud) :- Supplying and fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent.The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro................ (Including 1% Labour cess charge)

A Road Delineators:- Road Delineators (Supplying and installation of MS delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. MS Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be concealed so that there should not be any exposed surface without powder coating. Alternatively,these metal guide poles can be concealed with thermoplastic body. The posts shall have fan ellipsoidal or circular design with the height of the pole shall be 800 to......................................... (Including 1% Labour cess charge)

Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns,drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:(a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern.

DESCRIPTION

Local Sand Filling

TOTAL Rs P

Legal Status of Bidder

Place of Registration

Principal Place of Business

Power of Attorney for Signatory Bid.

Satisfactory completed at least one similar work of value not less than 50% of estimated cost.

Total Requirement Value (50% of BOQ)

Actual Qnty done

Earth Work + Sand filling work

Non Bituminious (GSB/WMM)

Bituminious (DBM/BC)

Amount of Existing commitments and ongoing works in Rs with duly affidavit & issued by proper authority.(Not less than Executive Engineer)

Amount of Work for which Bid already submitted in Rupees

Building Contract Package Size **

Rs.31-50 Crores

Fully Computerized Hot Mix Plant with Electronic Controls

Grader for laying WMM material

List of Key Personnel to be deployed on Contract Work

Rs. 2-10 Crores

Project Manager/ B.E. Civil + 10 Years Exp. (5 years as Manager) or retired E.E.

Site Engineer/ B.E. Civil + 07 Years Exp. (3 years in Road Construction) or retired A.E.

Plant Engineer/B.E. Mech./ Civil + 05 Years Exp. or Dip. Mech + 07 Years Exp. or Retired J.E.

Quantity Surveyor /B.E. Civil + 05 Years Exp. or Dip. Civil + 07 Years Exp.

Soil & Material Engineer/ B.E. Civil + 07 Years Exp.

Survey Engineer/B.E. Civil + 03 Years Exp. or Dip. Civil + 05 Years Exp.

Site Supervisor JE/Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. or retired I.T.I Holder.