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| 1 | Construction of embankment with approved material obtained from borrow pits (Lead up to 1 Km) with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 2 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 3 | Brick soling with straight over burnt bricks laid edge & dry including preparation of sub grade to prescribed camber and including supply of bricks, filling joints with local earth spreading a blinding coat of one cm 3/8\" ) depth of local earth of PI 5 to 7 or sand over the entire surface & including all matarials , labour , T&P etc. required for proper completion of work. SI No. 763 (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 4 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 5 | RCC Grade M25 using batching plant transit mixer & manual placing:-Concrete from sub-analysis of concrete Rate Using Batching Plant 15 Cum Capacity (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 6 | PCC Grade M15 using batching plant & manual placing:-Concrete from sub-analysis of concrete Rate Using Batching Plant 15 Cum Capacity SI NO-12.8 (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 7 | 12mm thick plaster with cement mortar in proportion of 1:3 cement and sand of 1.25 F.M. over brick work minimum thickness not be less than 10mm including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR No-582 (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 8 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 9 | Reflective Raised Pavement Markers (Cat Eye/ Road Stud):- Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall se Suppestive moulded from ASA (Acrylic Styrene Acrylonitrite) of HIPS (High-imoact Polystyrene) or Acryloniante Butadien Styrene (ABS) or Any other suitable maternal approved by the Engineer The Marker shad support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled 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-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer In addition a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include ali materiais, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 10 | Delineator Supply & Fixing of 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 againsi comosion The surface should be conceated 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 lan ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The Retro reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Altematively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 11 | Supply of informatory signboard (1.20x0.90m) made of 13 gauges M.S. sheet weided by flat iron 95x5 mm back side of the sheet of the sheet two post of 40x40x5 mm angle iron quality forked at the button. Total height of sign board 3 meters long with cross M S flat iron 35x5 mm of bottom all electrically welded and painted with red oxide pair (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 12 | Providing and laying filter Material in raft and underneath pitching in slopes complete as per drawing and Technical specification. As per SI No. 15.5 (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 13 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Including all material, T&P, labour cess etc. but excluding G.S.T.) |
| 14 | Melal Beam Crash BarrierProviding and erecting a \"W\" metal beam crash barrier 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 75 x 5 mm, 330 mm long complete as per clause 810 (Including all material, T&P, labour cess etc. but excluding G.S.T.) Please Enable Macros to View BoQ information |
