National Highways and Infrastructure Development Corporation Limited-NHIDCL has published Restoration And Repair Of Rcc Bridge At Imphal- Jiribam Road Of Nh-37 At Ch 132 . 465 ( Old Ch 137 . 00 ) In The State Of Manipur In The Fy 2021-22 ( Balance Works ) .. Submission Date for this Tender is 26-07-2021. Bridge Work Tenders in NHIDCL RO IMPHAL Manipur. Bidders can get complete Tender details and download the document.
| Name of Work:Restoration and Repair of RCC Bridge at Imphal-Jiribam Road of NH-37 at Ch: 132.465 (Old Ch: 137.00) in the state of Manipur in the FY 2021-22 (Balance Works). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing, Excavation Work & Sub-base work | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | By Manual Means:- \nIn area of thorny jungle | BI01010001010000000000000515BI0100001113 | 0.18 | Hectare |
| 3 | 1.02 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. | BI01010001010000000000000515BI0100001114 | 1060 | Cum |
| 4 | 1.03 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .\nLaying 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 .\n1200 mm dia | BI01010001010000000000000515BI0100001115 | 70 | Metre |
| 5 | 1.04 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications including steel shuttering: PCC Grade M15 | BI01010001010000000000000515BI0100001116 | 50.108 | cum |
| 6 | 1.05 | Embankment Construction with Material Obtained from Borrow Pits (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\n300-2) | BI01010001010000000000000515BI0100001117 | 1988.4 | cum |
| 7 | 1.06 | Granular Sub-Base with Naturally Occuring Sand Gravel Material (Grading- II Material) (Providing, laying and compacting granular base/sub-base according to lines, grades and cross sections by using naturally occured sand gravel/conforming to IRC-Grd-II of MOST specification free from organic ore other deleterous constituent spreading with mortor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150 mm (spread thickness) i/c rolling of the road surface to proper level and grades 30cm width edging on both side etc. complete as directed by Engineer | BI01010001010000000000000515BI0100001118 | 265.12 | cum |
| 8 | 1.07 | Water Bound Macadam\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. \nBy Manual Means\nGrading III | BI01010001010000000000000515BI0100001119 | 99.42 | Cum |
| 9 | 1.08 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical\nmeans.) | BI01010001010000000000000515BI0100001120 | 1325.6 | Sqm |
| 10 | 1.09 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)\non granular surface | BI01010001010000000000000515BI0100001121 | 1325.6 | Sqm |
| 11 | 1.1 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to\n5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)\nBy Manual means | BI01010001010000000000000515BI0100001122 | 1325.6 | Sqm |
| 12 | 1.11 | Dismantling of Structures (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 to the satisfaction of the Engineer.)\n\nRemoving all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. Above 900 mm | BI01010001010000000000000515BI0100001123 | 70 | Metre |
| 13 | 1.12 | Scarifying (Scarifying including picking up scarified material and stacking of old serviceable material within a lead of 100m)\na) Top bituminous surface dressing or premix carpet\n | BI01010001010000000000000515BI0100001124 | 1325.6 | Sqm |
| 14 | 1.13 | Scarifying: (b) Stone metal crust, 50mm to 100mm thick by road roller with scarifier along with 20mm,premix carpet/surface dre ssing | BI01010001010000000000000515BI0100001125 | 1325.6 | Sqm |
| 15 | 1.14 | Scarifying: (c)Kankar/Gravel metal crust upto 150mm thick with pickaxes. | BI01010001010000000000000515BI0100001126 | 1325.6 | Sqm |
| 16 | 1.15 | Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001127 | 3.428 | Tonne |
| 17 | 2 | Substructure | BI01010001010000000000000515BI0100001128 | ||
| 18 | 2.01 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.\nRCC Grade M35\nHeight upto 5m | BI01010001010000000000000515BI0100001129 | 0.78 | Cum |
| 19 | 2.02 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001130 | 0.117 | Tonne |
| 20 | 2.03 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.\nGranular material | BI01010001010000000000000515BI0100001131 | 154 | Cum |
| 21 | 2.04 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | BI01010001010000000000000515BI0100001132 | 168000 | cubic centimeter |
| 22 | 3 | Superstructure | BI01010001010000000000000515BI0100001133 | ||
| 23 | 3.01 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.\nWithout plasticiser.\nRCC Grade M 30.\nFor solid slab super-structure.\nHeight upto 5m. | BI01010001010000000000000515BI0100001134 | 38.864 | Cum |
| 24 | 3.02 | Supply, fabrication, delivery at bridge site and erection of structural steel works as per IS 2062, including two coats of primer, one at shop and the other at site and two coats of aluminium paints including all labour, material, consumables etc. | BI01010001010000000000000515BI0100001135 | 22.349 | Tonne |
| 25 | 3.03 | Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and\ntechnical specifications | BI01010001010000000000000515BI0100001136 | 5.756 | Tonne |
| 26 | 3.04 | Cement concrete wearing coat M30 grade including forn work and reinforcement complete as per drawing and technical specification | BI01010001010000000000000515BI0100001137 | 15.645 | Cum |
| 27 | 3.05 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence 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. | BI01010001010000000000000515BI0100001138 | 41.72 | Metre |
| 28 | 3.06 | Drainage Spouts complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001139 | 4 | each |
| 29 | 3.07 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001140 | 10.11 | Cum |
| 30 | 3.08 | Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001141 | 26.25 | Cum |
| 31 | 3.09 | Filler joint: Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. | BI01010001010000000000000515BI0100001142 | 22 | Metre |
| 32 | 3.1 | Filler joint: Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. | BI01010001010000000000000515BI0100001143 | 22 | Metre |
| 33 | 3.11 | Filler joint: 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. | BI01010001010000000000000515BI0100001144 | 22 | Metre |
| 34 | 3.12 | Filler joint: Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight | BI01010001010000000000000515BI0100001145 | 22 | Metre |
| 35 | 3.13 | Providing reinforced elastomeric (neoprene) slab seal type of expansion joint 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. | BI01010001010000000000000515BI0100001146 | 22 | Metre |
| 36 | 4 | Miscellaneous | BI01010001010000000000000515BI0100001147 | ||
| 37 | 4.01 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) | BI01010001010000000000000515BI0100001148 | 141.06 | Sqm |
| 38 | 4.02 | Dismantling of Structures (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 to the satisfaction of the Engineer).\nLime /Cement Concrete.\nBy Manual Means.\nPrestressed / Reinforced cement concrete grade M-20 & above.\n | BI01010001010000000000000515BI0100001149 | 48.89 | Cum |
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