Tender For Road Safety Work At One Intersection (Didarganj, Chainage 43.300 To 43.400) And Three Other Locations (Surhan, Chainage 52.800 To 52.850; Bangaon, Chainage 54.750 To 54.800; And Bhado Mor, Chainage 55.350 To 55.450) Along The Budhanpur-Did
Tender Overview
Project Description
Tender for Road Safety Work At One Intersection (Didarganj, Chainage 43.300 To 43.400) And Three Other Locations (Surhan, Chainage 52.800 To 52.850; Bangaon, Chainage 54.750 To 54.800; And Bhado Mor, Chainage 55.350 To 55.450) Along The Budhanpur-Didarganj-Mehnajpur-Audiyar Road (State Highway).
BOQ
| Sl. No. | Item Description |
| 1 | Reflective signs (Type IV sheet) for single sideProviding and fixing Retro-reflective signboard comprising of customised modular PU Epoxy coted MS angle iron frame work, almunium composite panel (ACP) as base bord micro prismastic retro reflective sheet and electro cul coloured overlay film latex printing The horizintal and vertical members including inclined outer members of the MS frame module shall be made of pair MD angle iron. No panel size shall be more than one Sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5mm thick skin of aluminum on both sides The ACP shall be fixed on the MS frame with pop niveting or with self taping SS screws 5mm dia spaced not more than 300mm center to center ensuring that no revting is seen on either face of the frame on front So visible face of ACP, micro prismastic retro reflective sheet conforming to Type-IV of ASTM D 4956-09 shall be pressure fixed. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in indian conditions as per IRC 67 2012 & proof of the same in from of government report shall be uploded while quoting tender. The rate shall include all material, labour, equipments, fabrication, transportation election installation and incidentals all complete as per direction of the Engineer-in Charge Signage on MS angle frame of (35x35x5)mm (Excluding G.S.T.) Accident prone zone (Ch-43.000 to 43.400), (Ch-52.800 to 52.885), (Ch-54.750 to 54.800), (Ch-55.350 to 55.450) |
| 2 | Retro-reflectorised Traffic sign as per IRC-67-2012providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting vide clause 801.3 ticed over aluminium sheeting type IV 1.5 mm thick supported on a mild steel angle won post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-15 grade cement concrete 45 cm 145 cm 00 cm 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for 3 years outdoor weathering tests in indian condition as per IRC 67 2012 & proof of the same in form of government report shall be uploaded while quoting tender. (Excluding G.S.T.) |
| 3 | 90 cm high octagon stop sign board (Ch-43.000 to 43.400) , (Ch-52.800 to 52.885), (Ch-54.750 to 54.800), (Ch-55.350 to 55.450) |
| 4 | 60 cm circular with diffination plate speed Limit (Ch-43.000 to 43.400) , (Ch-52.800 to 52.885), (Ch-54.750 to 54.800), (Ch-55.350 to 55.450) |
| 5 | 90 cm equilateral tringle with diffinitation plate size (20cmx60cm) (For Inter section Sign/T-Junction) (20cm x 60cm) speed limit board. (Ch-43.000 to 43.400) , (Ch-52.800 to 52.885), (Ch-54.750 to 54.800), (Ch-55.350 to 55.450) |
| 6 | Rumble Strips Ahead (Ch-43.000 to 43.400) , (Ch-52.800 to 52.885), (Ch-54.750 to 54.800), (Ch-55.350 to 55.450) |
| 7 | Provision of 15 nos. rumble strips coverd with primix bituminous carpet, 15-20 mm higt at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. As per Ref. to MORT&h Spec.801 (Excluding G.S.T.) At Branch road (Ch-43.000 to 43.400) , (Ch-52.800 to 52.885), (Ch-54.750 to 54.800), (Ch-55.350 to 55.450) |
| 8 | Reflective Raised Pavement Markers (Cat Eye/ Road Stud)Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Impact Polystyrene) or Acrylonitrile butadien Styrene (ABS) The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280 and its reflective panels shall consist of number of lenses contatning single or dual prismatic cubes of providing total internal reflection of the light entring the lens face. Retro reflecting surface shall prefefably 351 5 degree to base and area of each retro-reflecting surface shall not be less than 130 sqcm road studs shall be legibly marked with name trade mark of other means of identification of the manufacture dimensions of road studs should not be less than 100mm x 100mm x 10mm. (Excluding G.S.T.) RPM (with shank) as per ASTM (Ch-43.000 to 43.400) , (Ch-52.800 to 52.885), (Ch-54.750 to 54.800), (Ch-55.350 to 55.450) |
| 9 | Providing and fixing of retro-reflective tree plate made of 1mm thick alluminium sheet face to be fully covered with H.I.P retro reflective sheeting (Type 4) of every dennission of ASTMDCA4 in yellow/orange/red color complete size- 6\\" x 6\\" at site. (TRAFFIC SIGNS - TREE PLATE) (Excluding G.S.T.) (Ch-43.000 to 43.400) , (Ch-52.800 to 52.885), (Ch-54.750 to 54.800), (Ch-55.350 to 55.450) |
| 10 | Providing and laying of hot applied thermoplastic compound 5.00 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 5.00 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. (Excluding G.S.T.) For bar marking (Ch-43.000 to 43.400), (Ch-52.800 to 52.885), (Ch-54.750 to 54.800), (Ch-55.350 to 55.450) |
| 11 | 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. (Excluding G.S.T.) (Road Marking along both side of road, Center line 33% & For Zebra crassing at junction portion ) |
| 12 | Providing and Laying of Speed Table 100 mm thick with bituminous concrete material as per IRC-99 and Direction of E/I (Excluding G.S.T.) (Ch-43.000 to 43.400), (Ch-52.800 to 52.885), (Ch-54.750 to 54.800), (Ch-55.350 to 55.450) |
| 13 | On Village Road (Ch-52.800 to 52.885), (Ch-55.350 to 55.450) |
| 14 | On Village Road (Ch-43.000 to 43.400), (Ch-54.750 to 54.800) Please Enable Macros to View BoQ information |
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