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| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 3 | Sand Filling in Foundation below Box Culvert base as per Drawing & Technical specification. |
| 4 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. |
| 5 | RCC M25 Grade RCC Grade M25 using batching plant & Concrete pump |
| 6 | RCC Grade M20 using batching plant transit mixer & Concrete pump |
| 7 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 8 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 9 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m & lead up to 30 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 (Carted Earth) |
| 10 | Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia |
| 11 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 12 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 13 | 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 per cent 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 MoRTH specification clause No. 505 complete in all respects. |
| 14 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m & lead up to 30 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 (Carted Earth) |
| 15 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately |
| 16 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 17 | Dense Graded Bituminous Macadam Grading 1Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent 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 MoRTH specification clause No. 505 complete in all respects. |
| 18 | Bituminous Concrete Grading 2Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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 MORTH specification clause No. 507 complete in all respects |
| 19 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 20 | Providing and laying of hot applied thermoplastic compound 2.5mm. Thick including reflectorising glass beads @ 125 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. |
| 21 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium she mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the g means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 6 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tes certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and lu shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resi years outdoor weathering and its having passed these tests shall be obtain International/Government Laboratory Institute by the manufacturer of the sheeting and in certificate is obtained from international condition, it should also be obtained from Indian condi 3 years of launching of product by the manufacture in abroad, Alternatively, a certificate cont ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from taboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if s could seek for a performance guarantee which would be released after receipt of certificate m requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends numerals and borders etc should be as per MORTH specification No-801.3.7 Proof of the sa of govemment report shall be uploaded while quoting tendeHazard Marker- (30x90cm) |
| 22 | Supply & fixing of Linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Eatch LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick work with 16 Nos fastner/ screw |
| 23 | Providing 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 811 Please Enable Macros to View BoQ information |
