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| 1 | Bridge Maintenance |
| 2 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means |
| 3 | OD50020/2025-2026:Engaging man Mazdoor for removing vegetation and accumulated earth, clearing spouts etc complete |
| 4 | 2.4.2.B: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 Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means |
| 5 | 14.1.A.1:Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Concrete Mixer in super-structure as per drawing and Technical Specification |
| 6 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 7 | 14.7:Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 8 | OD50021/2025-2026:Encasing the deteriorated surface with micro concrete so as to get a uniform size. Applying Epoxy based, two component special chemical structural bonding agent on the thoroughly cleaned existing concrete surface so as to get a well bonding with the new surface. Water dispersed acrylic copolymer based curing compound should apply as soon as possible after final troweling when surface water has disappeared (approximately ½–2 hours depending on ambient conditions) or for vertical surfaces, apply immediately after removal of form work. The rate include the cost of material, labour charges & hire charges of Generator all complete as per manufactures specification and as per the instruction of engineer in charge. |
| 9 | 16.11:Eproxy bonding of new concrete to old concrete |
| 10 | 55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm |
| 11 | 55.14:Providing and fixing retro-reflectorised ceramic tilesProviding and fixing retro-reflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete. |
| 12 | OD50025/2025-2026:Rough stone dry packing for apron with good quality blasted rubble including packing tocompactness to lines levels, cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site |
| 13 | 12.1.5.B.1: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 approved material. Marshyn Soil - Depth upto 3 m - Mechanical Means - |
| 14 | 12.4: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. |
| 15 | 12.8.G.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Concrete Mixer |
| 16 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 17 | 13.5.G.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height upto 5m |
| 18 | 13.7:Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification |
| 19 | OD68144/2025-2026:Dry rubble for retaining walls using blasted rubble size below 40dm3 including wedging tightly with chips including allcost and conveyance of meterials ,labour charges etc complete |
| 20 | 13.9.b:Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification:- Sandy material |
| 21 | 8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification) |
| 22 | OD50023/2025-2026:Sand blasting for cleaning the surface of concrete an reinforcement for guniting including all cost of material etc complete |
| 23 | OD50024/2025-2026:Gunniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per specification |
| 24 | OD68663/2025-2026:Providing expansion joint of the bridge after cleaning the gap properly with wire brush and coir brush,fitting aluminium strips on the joints at 15 cm interval for holding the backer rod ,putting backer rods ( dura rods or similar make) as per required width of joint (25 % greter than of the expansion joint width) pressed and tightened it properly ,putting poly ethyelene expanson joint filler board on the backer rods,filling the joints with polysulphide sealent for a depth not less than half the width of expansion joint and pouring dry sand while drying the polysulphide sealant for doing the further bituminous tarring etc complete.. |
| 25 | OD50022/2025-2026:Engaging Wood Cutter |
| 26 | APPENDIX 2 |
| 27 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 28 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 29 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing Please Enable Macros to View BoQ information |
