|
| 1 | Dismantling concrete (e) Reinforced cement concrete |
| 2 | Dismantling brick work tile, masonry or tile lining (b) In cement |
| 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. Mechanical means (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 sub-structure complete as per drawing and Technical Specifications F RCC Grade M-25 Height upto 5m (i) ii) With Batching Plant, Transit Mixer and Concrete Pump i/c centering and shuttering. |
| 6 | Furnishing and Placing Reinforced cement concrete in super structure as per drawing and Technical Specification E RCC/PSC Grade M-40 (a) Using Batching Plant, Transit Mixer and Concrete Pump ,ForSolid slab super-structure including centering and shuttering (i) Height up to 5m |
| 7 | Providing and fixing drainage spout complete as per drawing and Technical specification. |
| 8 | Providing, Laying , fixing & jointing of u.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 andgradients, cutting, jointing and testing complete as per pecifications.xvi 160mm o/d pipe of 6 Kgf. /sqcm |
| 9 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M_15 with cement content 325 kg/cum mixed in an automatic computerized Batching & MixingPlant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) |
| 10 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. |
| 11 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-(a) 0 to 1.5 m depth |
| 12 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 13 | 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. |
| 14 | 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 thickaluminium 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 supportframe 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-25of 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 copyof 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 perIRC 67 2012 |
| 15 | 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 highintensity 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 withsuitable 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 ofdefinition 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 perclause 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 intensityMicroprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 16 | Earthwork for compaction in 20 cm layers and dressing. Extra for watering the earth. Extra for rolling to specifications. |
| 17 | Excavation of soil using hydraulic excavator and hydraulic tractor trolly with disposal i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and leads complete in allrespects excluding royalty. |
| 18 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 19 | Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63-2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. |
| 20 | Filling expansion joint with special bituminous material for joint size approx 20 mm wide and 450 mm depth |
| 21 | 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 chargingand light output in active mode. The base of the body shall be yellow or neutral white as approved byEngineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for convertingsolar energy into electricity, a storage device for storing the energy, LEDs for illumination and a designfor providing 360 degree smooth illumination. The Solar stud shall be round in shape for providingillumination in all directions. The solar stud shall also have high reflective lenses for conspicuity in passivemode and dual shanks for improved road presence. The solar studs are intended for application directlyonto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raisedpavement markers and as supplied by the marker manufacturer separately. The solar cateye shall be ofheight: 65 ± 2 mm & Maximum Diameter: 136 ± 4 mm. The body of the solar cateye shall be resistantto dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested inaccordance with ASTM D4280. |
| 22 | Road Marking with Thermoplastic Compound Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete asper technical clause 803 of MORT&H specifications. |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications. |
| 24 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications G RCC Grade M-30 Height upto 5m (i) Using Batching Plant, Transit Mixer and Concrete Pump i/c centering and shuttering |
| 25 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 26 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. (for rehandling of earth from diversion) |
| 27 | Precast Cement Concrete Kerb ,Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and topwidth 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&Hspecifications |
| 28 | Any Other Item Please Enable Macros to View BoQ information |
