|
| 1 | Dismantling brick work tile masonry or tile lining in cement |
| 2 | Dismantling RCC |
| 3 | 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 and backfilling with excavated surplus soil. (Depth upto 3 m) |
| 4 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A PCC Grade M15 |
| 5 | Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications RCC Grade M-25 Height upto 5m (i) Using batching plant,transit mixer and concrete pump |
| 6 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications F RCC Grade M-25 Height upto 5m (i) Using batching plant,transit mixer and concrete pump |
| 7 | Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications RCC Grade M-25 Height upto 5m (i) Using batching plant,transit mixer and concrete pump for solid slab including centering and shuttering |
| 8 | Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m (i) Using batching plant,transit mixer and concrete pump for solid slab including centering and shuttering |
| 9 | Furnishing and Placing Reinforced cement concrete in super structure as per drawing and Technical Specification E RCC/PSC Grade M-40 Using Concrete Mixer (a) For Solid slab super-structure including centering and shutter (i) Height up to 5m |
| 10 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.xvi 160mm o/d pipe of 6 Kgf. / sqcm |
| 11 | Providing and fixing drainage spout complete as per drawing and Technical specification. |
| 12 | Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 Litre for 2 sqm. |
| 13 | Excavation of Soil using Hydraulic Excavator and Hydraulic Tractor Trolly I/C Cutting and loading in Trolley and transporting to the embankment locations with all lifts and leads. |
| 14 | Earthwork for compaction in 20 cm layers and dressing. |
| 15 | Filling Expansion Joints with special impervious bitumen material for joint size approx 375mm deep and 20mm wide. |
| 16 | Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .(b) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 17 | Informatory sign board 600x600mm square as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. with retro reflective high intensity Microprismatic grade sheeting fixed over 3mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 .(c) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as perdrawing and Technical Specifications. (CSR 21.33) |
| 19 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete |
| 20 | Providing and installation of solar cateye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cateye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 4 mm. The body of the solar cateye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. |
| 21 | Dismantling of Existing surface pavement including disposal of unusable material complete as per specifications |
| 22 | Providing and fixing brick on end edging |
| 23 | Providing and Laying Granular Sub Base Complete in all Respect. |
| 24 | Providing, laying and consolidation of WBM grading-I without screening |
| 25 | Providing, laying and consolidation of WBM grading-II without screening |
| 26 | Providing and laying surface dressing |
| 27 | Providing and laying tack coat with bitumnen @ 0.4Okg per sqm as per |
| 28 | Providing and laying 20mm thick open graded premix surfacing |
| 29 | Providing and laying seal coat type-B |
| 30 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as perl technical clause 803 of MORT&H specifications |
| 31 | Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications |
| 32 | Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 33 | Any Other Item Please Enable Macros to View BoQ information |
