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| 1 | Dismantling brick work tile, masonry or tile lining in cement |
| 2 | 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 3 m to 6 m) |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 |
| 4 | \\"Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical Specifications. |
| 7 | Provision of an Reinforced cement concrete crash barrier at the edges,of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture |
| 8 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 9 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 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 Abutment weep holes |
| 11 | Excavation of soil using hydraulic JCB and hydraulic tractor trolly with disposal Including cutting and loading in trolly trimming bottom and side slopes in accordance with with requirment of grades and cross section and transporting to embankment locations with all leads. excluding royalty |
| 12 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances,lead,dressing 0 to1.5m depth |
| 13 | Dressing side slopes and preparation of sub grade for lining. |
| 14 | Single layer brick lining for irrigation channels (Distributaries andminors) or section for all depths consisting of first layer 12.5mm thick cement plaster 1:5 on sub grade and finished. Second layer of 10mmthick cement plaster 1:3 properly rendered and finished. 75mmthickbricks laidin1:3cement sand mortar over second layer. |
| 15 | Laying brick on edge coping 229 mm wide and 115 mm thick in cement sand mortar. |
| 16 | Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 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 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications |
| 17 | Compaction Please Enable Macros to View BoQ information |
