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| 1 | 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.As per MORTH Data Book & Specification clause 2.04-202(II). |
| 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 approved material.As per MORTH Data Book & Specification clause 15.01-304 B-1 |
| 3 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification.As per MORTH Data Book & Specification clause 15.03-304 |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant & manual placing |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M-25 using batching plant,Transt Mixture & Concrete Pump.As per MORTH Data Book & Specification clause15.11(E)case -I |
| 6 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.RCC Grade M-25 using batching plant,Transt Mixture & Concrete Pump.As per MORTH Data Book & Specification clause 15.12(1500,1700&2100) B |
| 7 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.As per MORTH Data Book & Specification clause 15.18 |
| 8 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORTH Data Book & Specification clause 15.13(1600) |
| 9 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 10 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. |
| 11 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Rubble stone laid in cement mortar 1:3 |
| 12 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.As per MORTH Data Book & Specification clause 15.24(710.1.4 of IRC -78 & 2504.2) |
| 13 | Providing 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 with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.As per MORTH Data Book & Specification clause 15.14(2706&2200) |
| 14 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.As per MORTH Data Book & Specification clause 15.22(III) |
| 15 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 16 | 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 |
| 17 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 18 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.As per MORTH Data Book & Specification clause 3.16-3.5 |
| 19 | Construction of Subgrade and Earthen Shoulders with Material with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.As per MORTH Data Book & Specification clause 3.18-305 |
| 20 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.As per MORTH Data Book & Specification clause 4.01-401 |
| 21 | Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets As per MORTH Data Book & Specification clause 9.04-2900 |
| 22 | Pointing with cement mortar (1:3) on brick / stone messonary in substructure as per Technical Specifications |
| 23 | Providing, laying, spreading and compacting stone aggregates of 63mm to 45 mm 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 aggregates, watering and compacting to the required density grading-II as per technical specification clause 405 |
| 24 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.As per MORTH Data Book & Specification clause 5.01-502 A(I) |
| 25 | Providing and applying tack coat with bitumen VG10 using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with air compressor.As per MORTH Data Book & Specification clause 5.02-503(II) |
| 26 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 120 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. |
| 27 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 120 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. |
| 28 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 |
| 29 | Road Delinator Providing and fixing of standard metal Delineator as per IRC 79 -2019 consisting of minimum Retro reflactive unit exposed area of 330 sqcm in white colour,full cube corner micro prismatic non metallic retroreflective sheeting on each side conforming with IRC 67-2012 and meeting the cofficient of retro reflection value as per ASTM D 4956 type XI table specification ,The Delineator shall be painted with powder coat of minimum 40 micron thickness, on top of which Retro reflective sheeting shall be pasted on both side.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground ,width not less than 100mm and shall extend not more than 300mm below the ground while being installed .The front and back face of the Delineators should be curved with radius of not more than 200mm & width delta angle (or central angle of curve) laying between 20 Degree & 30 Degree ,to increase the visibility of the Delineator for vehicals moving in continous curves. The Delineator shall have grooves acroos the length to make the Reflective sheets bundel -proof . The Retroreflactive sheeting shall be tested for 3 year weathering test in indian condition as per IRC 67-2012 & proof of the same in form of Government report shall be uploded which Quoting tender. If some how tender pre qualification condition do not ask for government report than the report shall be submitted to Engineer -in -charge before finilization of bill .The deleneator is ment for application on gaps in median ,traffic island ,dangerous bends ,round about ,narrow brides etc.Or as desired by site Engineer. Please Enable Macros to View BoQ information |
