Rural Works Department has published Construction Of High Level Girder Bridge Across Koina Nala Of Gram Dikuponga In Digha Panchayat In Manoharpur Block Of West Singhbhum District, Length- 51.37M. Submission Date for this Tender is 26-03-2024. Bridge Work Tenders in chakradharpur Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. a) in area of light jungle |
| 2 | Earth work in excavation for 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 Ordinary Soil (Depth upto 3m) |
| 3 | Earth work in excavation for 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 Ordinary Soil (Depth 3m to 6m) |
| 4 | Earth work in excavation for 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 Orinary rock ( not requiring blasting) |
| 5 | Plain/Reinforced Cement Concrete in Open Foundaiton complete as per Drawing and Techincial Specifications. |
| 6 | Cement Concret for reinforced concrete (RCC Grade M-30) in foundation complete as per drawing and Technical Specification. |
| 7 | Supplying, fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 8 | Filling Annular space Around Footing in Rock (PCC Grade M15) |
| 9 | Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MOST Specification. |
| 10 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M-30 with Batching Plant, Tansit mixer and Concrete Pump (Height upto 5m) |
| 11 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M-30 with Batching Plant, Tansit mixer and Concrete Pump (Height 5m to 10m) |
| 12 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 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 1V:20H towards drawing face, complete as per drawing and Technical Specifications. |
| 14 | Back filling behind abutment, wind wall and return wall complete as per drawing and Technical Specificaion. (Granular Material) |
| 15 | Providing and laying filter media with granular material/stone crushed aggregates satisfying teh requirements laid down in clause 2504.2.2 of MoRTH specificains to a thickness of not less than 600mm with smaller size 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. |
| 16 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-III) section IX and clause 2005 of MoRTH specifications complet including all accessories as per drawing and Technical specification. |
| 17 | Furnishing and placing Reinforced/ Prestressed cement concrete (RCC Grade M30) in super-structure as per drawing and Technical Specificaion Clause. (Height 5m to 10m) |
| 18 | Supplying, fitting and Placing HYSD bar Reinforcement in Super-structure complete as per Drawing and Technical Specifications. |
| 19 | Providingand laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifaions. |
| 20 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 21 | Drainage Spouts complete as per drawing and Technical specification |
| 22 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 23 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 24 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer"s instructions for installation. |
| 25 | Painting on Concrete Surface 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. |
| 26 | Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification |
| 27 | 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 |
| 28 | Earth work in excavation for 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 Ordinary Soil (Depth upto 3m) |
| 29 | Plain/Reinforced Cement Concrete in Open Foundaiton complete as per Drawing and Techincial Specifications. |
| 30 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 31 | Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 32 | 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. |
| 33 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 34 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 35 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) |
| 36 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 37 | 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 |
| 38 | Earth work in excavation of foundation ( Depth upto 3 m ) 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 |
| 39 | PCC 1:3:6 in Foundation (Plain 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.) |
| 40 | Reinforced cement concrete (RCC Grade M25 using batching plant transit mixture & concrete pump) in open foundation complete as per drawing and technical specifications. |
| 41 | Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications. (Stem) |
| 42 | Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. |
| 43 | Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification. |
| 44 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications. |
| 45 | Earth work in excavation of foundation ( Depth upto 3 m ) 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. |
| 46 | PCC 1:3:6 in Foundation (Plain 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.) |
| 47 | Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. |
| 48 | Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification. |
| 49 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. |
| 50 | Pointing with cement mortar (1:3) on stone work as per Technical specifications. |
| 51 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications. |
| 52 | Goods & Service Tax (G.S.T.) - |
| 53 | Labour Cess - |
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