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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, lincluding setting out, construction of shoring and bracing, removal of stumps and other deletrerious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 2 | Sand filling in foundation Trenches as per Drawing & Technical Specification |
| 3 | PCC 1:3:6Plain 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. |
| 4 | Plain /Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC M 20Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Height upto 5m PCC Grade M20 using batching plant transit mixer & Concrete pump |
| 5 | Plain /Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications R.C.C. Grade M 30Height 5m. Height upto 5m. RCC Grade M30 using batching plant transit mixer & Concrete pump |
| 6 | HSYDSupply, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 7 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification |
| 8 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering as per drawing and Technical Specifications |
| 9 | PVC PipeProviding 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 wih slope of IV:20H towards drawing foce, complete as per drawing and Technical Specifications |
| 10 | Struck Pointing Pointing with cement mortar 1:3 on brick work in substructure as per Technical Specifications |
| 11 | Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specification. |
| 12 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 13 | Back filling behind abutment wing wall and return wall complete as per drawing and Technical Specification |
| 14 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 |
| 15 | Conbstruction of Granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2 |
| 16 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 17 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means |
| 18 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 19 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared Bituminous surface cleaned with mechanical broom.(Ref. to Mort&H Specification No.503) |
| 20 | Providing, Laying and Rolling of open graded premix carpet of 20mm compacted thickness composed of 13.2mm/11.2 mm size graded approved quarry stone grit (@2.70 cum/ 100 sqm) & bitumen VG-10 (@146kg /100sqm) over a tack coat including heating to the grit & paint to the required temprature & mixing in mixol and laying to required grade, level and alignment,and rolling with smooth wheeled roller and finished to required level and grades.including all cartage of materials,cost of grit,fuel wood,roller hire charges & its fuel, labour etc.also including maintenance of side patries & watering them during the operation for proper completion of work as per direction of engineer-in-charge including all T&P and sundries & including all taxes,royalty & labourcess etc. |
| 21 | Providing and laying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type B as per Technical Specification Clause 510 |
| 22 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification No. 2504 (15.5) |
| 23 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications No. 2504 (15.4) |
| 24 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. |
| 25 | 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. |
| 26 | Providing Diversion for safe movement traffic during the construction of bridge/ for making of Diversion provided the 1.2 mtr dia NP-3 Pipe for drainging system of small Rajwaha Including all taxes & work shoud be done as per site condiction & requriment as per direction in E/I |
| 27 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work.120 cm x 120 cm |
| 28 | Delineator Supplying & fixing of MS Delineator made of Mild steel with pure polyester power coating with the minimum thickness of power coating of not less than 40 micron for protection against corrosion. The surface whould be conceated so that there should not be any exposed surface without power coating, Alternatively, these metal guid poles can be concealed with thermoplastic body. The posts shall have lan ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground Mild steel Guide Poles shall conform to Type XI sheeting specifications as per IRC : 67 and ASTM D 4956 which would ensure to obtain clear visibility of the road alignment during night thime. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro refliection, daytime colour and luminance, shrinkage, flexibility, liner removel, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international / Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate in obtained from international condition, it should also be obtained from Indian condition within 3 years of lanching of product by the manufacture in abroad Alternatively, a certificate conforming to ASTM Apecification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally, in such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 29 | Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender.30 x 90 cm (Left/Right) Object Hazard Please Enable Macros to View BoQ information |
