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| 1 | BridgePortion |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 3 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST |
| 4 | Providing concrete for plain concrete M 10grade in open foundations of Head walls using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,ncluding over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 5 | Reinforced cement concrete M35 grade, using concrete mixer (Design mix), using 20 mm graded metal, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 MORD, including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 6 | Providing and laying reinforced cement concrete M35 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including over heads and & contractors profit, all other taxes excluding GST and seinorage charges up to 5mheight. For piers, abutments & return walls |
| 7 | Providing and laying reinforced cement concrete M35 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including over heads and & contractors profit, all other taxes excluding GST and seinorage charges from5m to 10 m height. For piers |
| 8 | Providing and laying reinforced cement concrete M35 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,iincluding over heads and & contractors profit, all other taxes excluding GST and seinorage charges from5m to 10m height. For Slabs and T Beams |
| 9 | Providing and laying cement concrete wearing course M30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD,including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 10 | Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 11 | Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including over heads and & contractors profit, all other taxes excluding GST and seinorage charges for Piers, Pier caps & Pedastals, Abutments, Bed blocks, Guard walls. |
| 12 | Supplying, fitting, and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST. |
| 13 | Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges etc., complete |
| 14 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 15 | Providing weep holes inplain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 16 | Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 17 | Providing and constructing one span service road to reach island location from one pier location to another pier location as per Tech. Specification 1203 MORTH including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 18 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 19 | Earthwork in excavation for De watering and structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 20 | 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 m as per Technical Specification Clause 202 MORD / MORTH,including contractors profit & Over head charges, but excluding GST etc., complete. |
| 21 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 10 KM as per Technical Specification Clause 301.5 MORDincluding contractors profit & Over head chargesbut excluding excluding VAT & Seigonarage charges etc. complete. |
| 22 | Construction ofCrash barrier usingM 35 grade including reinforcement with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORDincluding cost and conveyence of materials, labou ect includingoverheads & contractors profit, all other taxes and seinorage charges but excluding GST to complete. |
| 23 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 24 | Providing and fixing of typicalInformatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be we welded with MS angle irone frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed 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 drawing clause 1701 MORD including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 25 | Surface preparation shall be properly made by cleaning., chipping and removing the dirt particles of the concrete with wire brush and washing with water. Acrylic modified putty shall be applied over the surface to fill the cavities and pin holes of concrete surface prior to application of primer coat and the top coats. including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 26 | Two coasts of elastomeric membrane coasting Bentoflair WG or approved equivalent with breathing property over one coat of its primer Bentoflair WG or approved equivalent. The system should be made of water based acrylic polymer with selected mineral fillers and should be ultra violet resistant, carack bridging type, carbonation resistant water proofing coating.The consumption should be approximately 250 gms per sq.m. (two coats) for the polymer coating and 100 gms per sq.m. for the primer.Contractor shall apply only approved shade/shades of polymer coating.Total thickness of the coating shall not be less than 165 micron (DFT). including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 27 | 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 as per Tech Specification 800 MORTH. including over heads and & contractors profit, all other taxes excluding GST and seinorage charges |
| 28 | Reinforced cement concrete M35 grade (Design Mix) using 20 & 10mm metal mechanically mixed for approach slab including reinforcement as per drawing and technical specifications Clauses 800 and 1211 MORD / Sections 1500, 1600 & 1700 & 2704 MORTH, including over heads and & contractors profit, all other taxes excluding GST and seinorage charges. |
| 29 | Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2but excluding GST and seigniorage charges |
| 30 | Road Portion |
| 31 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including overhead charges & Contractors profitetc., Complete but Excluding GST |
| 32 | Construction ofShoulders by providingselected earth having MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively. and, spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTHincluding over heads and & contractors profit, all other taxes excluding GST and seinorage charges etc. complete. |
| 33 | Construction of granular sub-baseby providing well graded material(Table 400.1-A) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 34 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 35 | Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., completefor Prime Coat |
| 36 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., completefor Tack Coat |
| 37 | Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects,including over heads and & contractors profit, all other taxes excluding GST and seinorage charges etc., completefor |
| 38 | Protection works and appron and pitching |
| 39 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including dewatering, contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Foundations |
| 40 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course |
| 41 | Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 42 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Protection Work |
