Tender For Various Cd Repair Work In Pwd Dn Baneshwar Dham Hq Aspur Package Rj_14_03/Sr To Cd /2025_26 (Under Sr To Cd 2025-26) - 1 A/R Jogiwara Ch 0/900Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In ordinary soil Depth upto 3 metre Depth upto 3 metre 2 Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.In hard soil Depth upto 3 metre 3 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104.P.C.C grade M 10.Nominal mix 1:3:6 4 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications 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 including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. 5 Back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304 Gravelly material 6 Cement Concrete for plain/reinforced concrete in open foundation at any level, complete as per drawing and technical specifications as per MoRTH Specification : Section 1200, 1500 & 1700 including formwork etc. R.C.C. grade M25 7 Providing and laying steel reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged FE 415/500 Steel reinforcement 8 Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork R.C.C. grade M25 upto 5 metre height 9 Supplying, fitting and placing TMT bar reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc. The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged FE 415/500 Steel reinforcement 10 Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 11 Reinforced cement concrete wearing coat M30 grade at any level including formwork and reinforcement complete as per drawing and technical specification as per MoRTH Specification 2202, 1500 &1700 12 Cement Concrete for plain/reinforced concrete in open foundation at any level, complete as per drawing and technical specifications as per MoRTH Specification : Section 1200, 1500 & 1700 including formwork etc. R.C.C. grade M25 13 Providing and laying steel reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged FE 415/500 Steel reinforcement 14 Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork R.C.C. grade M25 upto 5 metre height 15 Supplying, fitting and placing TMT bar reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc. The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged FE 415/500 Steel reinforcement 16 Providing and laying flooring of Rubble stone/ C.C M15 block over bedding complete as per drawing and technical specification as per MoRTH Specification : Clause 2505,1700 Rubble stone laid in cement mortar 1:3 17 Providing and laying specified Apron complete as per drawing and technical specification as per MoRTH Specification : Clause: 2503 Cement concrete blocks (in M-15 grade) weighing not less than 40 kg each complete with form work etc as per MoRTH Specification: Clause:2504 18 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 19 Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 20 Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). 21 Earthworkinexcavationforfoundationofstructure completewith all lift, dewatering, shoring and shuttering etc.includingrefillingoftrenchesin250mmlayers, ramming, watering and disposal of surplus earth with all liftsandleadupto1000metersexclusiveof compensation of earth asperMoRTHspecificationClause 301 to 305.In ordinary soil Depth upto 3 metre.Depth upto 3 metre 22 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104.P.C.C grade M 10.Nominal mix 1:3:6 23 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104.P.C.C. grade M 20.Nominal mix (1:2:4) 24 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row.ProvidingandlayingreinforcedcementconcretepipeNP3forculvertson first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.1000 mm dia 25 Sonarmata Km.2 to Kelawada Road Road (VR ) at Ch 0/020Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with alllifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specificationClause 301 to 305.In ordinary soil Depth upto 3 metre 26 Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTHpecifications Clause 1702, 1703,2102 & 2104P.C.C grade M 10Nominal mix 1:3:6 27 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble MasonryIn 1:4 cement mortar 28 Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905.1000 mm dia 29 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 30 Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 mP.C.C grade M 15Nominal mix (1:2.5:5) 31 Providing and laying specified Apron complete as perdrawing and technical specification as per MoRTHSpecification : Clause: 2503Boulder/Quarry stone weighing not less than 40 kg(specfic gravity not less than 2.65) 32 Back filling behind abutment, wing wall and return wall in150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304Gravelly material 33 Structural Cement concrete for plain concrete/ reinforcedconcrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mixconcrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork R.C.C. grade M25 upto 5 metre height 34 Supplying, fitting and placingreinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc. FE 415/500 Steel reinforcement 35 Providing A.C pipe Weep holes 150mm dia inMasonry/ Plain Concrete /.Reinforced Concrete abutment,wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 36 StructuralCementconcreteforplainconcrete/ reinforced concrete forsubstructure at any level, completeasperdrawingandtechnicalspecification. Using BatchingPlant,TransitMixture,andConcrete Pump.Designmixconcrete-[MoRTHSpecification:Clause 1500&1700] R.C.Cncluding formwork P.C.C. grade M15 upto 5 metre height 37 Myala to Myala-B Road (VR ) at Ch 1/800Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with alllifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specificationClause 301 to 305.In ordinary soil Depth upto 3 metre 38 Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTHpecifications Clause 1702, 1703,2102 & 2104P.C.C grade M 10Nominal mix 1:3:6 39 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble MasonryIn 1:4 cement mortar 40 Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905.1000 mm dia 41 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 42 Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 mP.C.C grade M 15Nominal mix (1:2.5:5) 43 Providing and laying specified Apron complete as perdrawing and technical specification as per MoRTHSpecification : Clause: 2503Boulder/Quarry stone weighing not less than 40 kg(specfic gravity not less than 2.65) 44 Back filling behind abutment, wing wall and return wall in150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304Gravelly material 45 Structural Cement concrete for plain concrete/ reinforcedconcrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mixconcrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork R.C.C. grade M25 upto 5 metre height 46 Supplying, fitting and placingreinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc. FE 415/500 Steel reinforcement 47 Providing A.C pipe Weep holes 150mm dia inMasonry/ Plain Concrete /.Reinforced Concrete abutment,wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 48 StructuralCementconcreteforplainconcrete/ reinforced concrete forsubstructure at any level, completeasperdrawingandtechnicalspecification. Using BatchingPlant,TransitMixture,andConcrete Pump.Designmixconcrete-[MoRTHSpecification:Clause 1500&1700] R.C.Cncluding formwork P.C.C. grade M15 upto 5 metre height
