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| 1 | Providing and Laying of RCC Grade M40 in Sub-structure as per approved structural drawings and conforming to MoRTH Technical Specifications clauses 1000, 802, 803, 1006, 2200, 1700 and other relevant clauses using approved quality of sand and 53 Grade OPC Cement of approved brand as per design mix and using weigh batching transit concrete mixer/RMC including formwork as per clause 1500 including all leads, lifts, curing, concrete pumps, tests, admixtures of approved brand, tools, plants, equipments etc and all types of carriages etc., complete job. |
| 2 | Providing and placing of weep holes in stone masonry/ reinforcement cement concrete abutments, wingwalls, return walls etc with 100mm dia. AC/PVC/HDPE pipes extending through the full width of structure with slope of 1 in 20 towards drawing face complete as per approved structural drawing and conforming to MoRTH Technical Specifications clauses 1409, 2206.4, 2706 and other relevant clauses. |
| 3 | Supplying, Fitting and Placing of TMT (Fe500/Fe500D and above) HYSD bars Reinforcement in substructure including cutting, straightening, bending, fabrication, sorting and binding with mild steel annealed binding wire of 18 SWG as per approved structural drawings and conforming to MoRTH Technical Specification clauses 1000, 1600, 2200, 1009.3.1 and other relevant clauses including all types of carriages, handling, re-handling etc., complete job. |
| 4 | Back filling behind abutments, wing walls and return walls complete as per approved structural drawings and conforming to MoRTH Technical Specifications Clauses 202.4, 301.3.12,304.3.7 and other relevant clauses including all leads, lifts, all types of carriages and handling, re-handling, complete job, as per Appendix 6 of IRC :78-2014 |
| 5 | Providing and laying of filter media with granular crushed aggregates with thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutments, wing walls, return walls to the full height, compacted to firm conditions complete as per approved structural drawings and conforming to MoRTH Technical Specifications clauses 2504.2.2, table 300-3 and other relevant clauses, complete job. |
| 6 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (pin, Spherical, Sliding, anti-uplift Bearing etc.) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400,section 9.1 & 9.2 complete as per approved structural drawings and conforming to MoRTH Technical Specificationsclause 2006 and other relevant clauses, complete job. |
| 7 | Providing and Laying of RCC Grade M40 in superstructure as per approved structural drawings and conforming to MoRTH Technical Specifications clauses 1000, 802, 803, 1006, 2300, 1700 and other relevant clauses using approved quality sand and 53 Grade OPC Cement of approved brand as per design mix and using weigh batching transit concrete mixer/RMC including formwork as per clause 1500 and including all leads, lifts, curing, concrete pumps, tests, admixtures of approved brand, tools, plants, equipments etc. and all types of carriages etc., Complete job. |
| 8 | Providing and laying of PCC M15 grade in levelling course below approach slab as per approved structural drawings and conforming to MoRTH Technical Specifications clauses1000,1700 and other relevant clauses using approved quality of sand and 53 grade of OPC cement of nominal mix (1 Cement: 3 Sand: 6 crushed stone aggregates) including formwork as per clause 1500 including all types of carriages, leads, lifts etc., complete job |
| 9 | Providing and laying of RCC M25 grade in Approach Slabs using approved quality of sand and 53 grade of OPC cement, as per design mix and using weigh Batching transit mixer/RMC and as per approved structural drawings and conforming to MoRTH Technical Specifications clauses 1000, 802, 803, 2704, 1600, 1009.3.1, 1700 and other relevant clauses including formwork as per clause 1500 and reinforcements including all types of carriages, leads and lifts and including concrete pumps, curing, admixtures of approved brand, tools, plants, equipments etc., complete job |
| 10 | Supplying, Fitting and Placing of TMT (Fe500/Fe500D and above) HYSD bars Reinforcement in superstructure including cutting, straightening, bending, fabricating, sorting and binding with mild steel annealed binding wire of 18 SWG as per approved structural drawings and conforming to MoRTH Technical Specifications clauses 1000, 1600, 2300, 1009.3.1 and other relevant clauses Including all types of carriages, handling and re-handling etc., complete job. |
| 11 | Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70mm (complete as per approved structural drawings and standard specifications) to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer\"s instructions for installation conforming to MoRTH Technical Specifications clause 2600 and other relevant clauses, complete job |
| 12 | Supply fabrication and erection of structural steel of E 250 and above as per detailedstructural design drawings . Supply of all structural steel confirming to I.S. IS 2062 required for proper completion of bridge including one coat of approved quality anti corrosive red oxide paint confirming I.S. 5660 as per specification and drawings including all Tools and Plants (T&P) etc. equipments ,nuts , washers & bolts of 8.8 Grade and above of approved brand. The rates shall include ground erection in the workshop and its dismantling after inspection, removing of defects and approval, match marking of all parts numberings and proper stacking in the premises of workshop before cartage to site of work . The work shall be executed in accordance with I.S. 1915 - 1961 and IRC:SP:104-2015 and their latest revision shall be applicable. The welding consumable shall conform to the revelant IS code for this job. The rate shall including cost of all materials, its wastage and cutting, bending if required, welding, making holes, hoisting, fixing in position, launching etc. including three coats of synthetic enamel paint, labour etc.All required equipments should be arranged by the contractor as his own cost, which shall be taken back by the contractor after satisfactory execution of the jobs.Erection of Steel Truss/Girder Bridge to be done with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor. Bolted connections of joints using high tensile friction grip bolts shall comply with requirements mentioned in IS:4000 and work shall be as per MORTH specification no. 1900 and other relevant clauses and as per directions of the engineer-in-charge. |
| 13 | Erection of structural steel of E 250 and above as per detailedstructural design drawings . Supply of all structural steel confirming to I.S. IS 2062 required for proper completion of bridge including one coat of approved quality anti corrosive red oxide paint confirming I.S. 5660 as per specification and drawings including all Tools and Plants (T&P) etc. equipments ,nuts , washers & bolts of 8.8 Grade and above of approved brand. The rates shall include ground erection in the workshop and its dismantling after inspection, removing of defects and approval, match marking of all parts numberings and proper stacking in the premises of workshop before cartage to site of work . The work shall be executed in accordance with I.S. 1915 - 1961 and IRC:SP:104-2015 and their latest revision shall be applicable. The welding consumable shall conform to the revelant IS code for this job. The rate shall including cost of all materials, its wastage and cutting, bending if required, welding, making holes, hoisting, fixing in position, launching etc. including three coats of synthetic enamel paint, labour etc.All required equipments should be arranged by the contractor as his own cost, which shall be taken back by the contractor after satisfactory execution of the jobs.Erection of Steel Truss/Girder Bridge to be done with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor. Bolted connections of joints using high tensile friction grip bolts shall comply with requirements mentioned in IS:4000 and work shall be as per MORTH specification no. 1900 and other relevant clauses and as per directions of the engineer-in-charge. (Launching Only) |
| 14 | Provision of an Reinforced cement concrete crash barrier at the edges of the 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, complete as per drawing andTechnical specifications and as directed by the Engineer-in-charge. |
| 15 | Providing and Laying in position 65 mm thick bituminous concrete Laid in single Layer complete as per drawings, Technical Specification Sections 500 and 2700 and as directed by Engineer. |
| 16 | Providing painting, figuring and numbering to bridges/culvert upto 6m. Span complete with Synthetic Enamal Paint, two coats on new work, complete as per Technical Specification Section 800 and as approved by Engineer. |
| 17 | Providing and fitting of drainage spouts as per approved structural drawings and conforming to MoRTH Technical Specifications clauses 2705, and other relevant clauses and as directed by the engineer in charge, complete job |
| 18 | Construction of subgradewith approved material obtained from borrow pits with all lifts ,leads and Carriages, transporting to site, spreading, grading to required slope and compacted to meet requirements of MoRTH SpecificationsTable 300.2 , conforming to MoRTHTechnical Specifications Clause 305.3 and other relevant Clauses |
| 19 | Construction of granular sub-base by providing well graded material, (Table 400-1 & 400-2) spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete conforming to MoRTH Technical Specificationsclause 401 and other relevant clauses, including all leads, lifts, all types of carriages etc, including loading and unloading complete for Grading I material, complete job. |
| 20 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness (75mm thick), hand packing, rolling with smooth wheel 80-100 kN static roller 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 2, conforming to MoRTH Technical Specificationsclause 404 and other relevant clauses including all leads, lifts andall types of carriages, complete job |
| 21 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness (75mm thick), hand packing, rolling with smooth wheel 80-100 kN static roller 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 3, conforming to MoRTH Technical Specificationsclause 404 and other relevant clauses including all leads, lifts andall types of carriages, complete job |
| 22 | 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 0.90- 1.2 kg/sqm using mechanical means, conforming to MoRTH Technical Specifications clause 502 and other relevant clauses including leads, lifts, all types of carriages, loading and unloading, complete job. (Low Porosity) |
| 23 | Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom conforming to MoRTH Technical Specifications clause 503 and other relevant clauses including leads, lifts, all types of carriages, loading and unloading etc, complete job. |
| 24 | Providing & laying 50 mm thick bituminous macadamwith hot mix plant using crushed aggregates of Grading as per Table 500-6 premixed with bituminous binder as per Table 500-7 and transported to site, laid over a previously prepared surface with pavers finisher to the required Grade, Level and Alignment and rolled to achieve the desired compaction conforming to MoRTH Technical SpecificationsClause 504 and other relevant clauses including all leads, lifts, all types of carriages, loading and un-loading etc., complete job. |
| 25 | Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line. Grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 80-100KN static roller capacity, finished to required level and grades to be followed by Seal Coat of either Type-A or Type-B or Type-C conforming to MoRTH Technical Specificationsclause 510 and other relevant clauses including lead, lifts, all types of carriages, loading and unloading, complete job{Bitumen (S-90)} |
| 26 | Providing and laying seal coat, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B conforming to MoRTH technical specifications clause 511 and other relevant clauses including all lead, lifts, all types of carriages, loading and unloading etc., complete job {Bitumen (S-90)} |
| 27 | Providing and Fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing.Three MS plates of1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges.The lower plate will be welded with MS angle ironframe of25mm x 25mm 5mm.The angle iron frame of the lower mostplate and flat iron frame of middle plate will be welded to 2 Nos.75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube.All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawings conforming to MoRTH Technical Specifications, complete job. |
