Rural Engineering Department has published Mn08138 Construction Of Bailey Bridge Over Thoubal River On The Road From Mi Road To Ningthibikhong At 2 . 27Km. Submission Date for this Tender is 01-03-2021. Bridge Work Tenders in Thoubal Manipur. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 19-Feb-2021 | Correction in BoQ | Other | 01-03-2021 |
| Name of Work: Construction of Bailey Bridge over Thoubal River on the Road from MI road to Ningthibikhong at 2.27km . District:- Thoubal Block:- Kakching | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Foundation | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Excavation for Structures\n Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH clause No.304.\ni). In Ordinary Soil | BI01010001010000000000000515BI0100001113 | ||
| 3 | 2.1 | i. Depth upto 3.00m | BI01010001010000000000000515BI0100001114 | 323.64 | cum |
| 4 | 2.2 | ii Depth 3.00 to 6.00 m | BI01010001010000000000000515BI0100001115 | 202 | cum |
| 5 | 3 | Bored cast-in-situ M30 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm) | BI01010001010000000000000515BI0100001116 | 300 | metre |
| 6 | 4 | Initial Load Test icluding additional pile with reinforcement for 2.5 times the design load specified in Drawings a) Initial Load Test ( design Load - 140 mt ) | 1 | No | |
| 7 | 5 | Providing concrete base course below in pile cap complete as per drawings and technical specifications Clause 802,803, 1202 & 1203 I) PCC grade M 10 i) nominal mix 1:3:6 | 5.34 | Cum | |
| 8 | 6 | Providing and laying M-25 grade Reinforced Cement Concrete in pile cap complete as per Drawing and Technical Specifications.Ref. to Technical specification 1500,1700 & 2100 . | 101.25 | Cum | |
| 9 | 7 | Supplying, fitting and placing Fe 500 HYSD/TMT bar reinf. in foundation complete as per drawing and Technical Specifications Ref. to Technical specification 1600 & 2200 .\ni)Pile Reinforcement | 31.3474 | MT | |
| 10 | 7.1 | ii)Pile Cap | 11.1274 | MT | |
| 11 | 7.2 | iii)Permanent Steel Liner (6mm thk) in Piles (MS-Gr 250) | 14.1978 | MT | |
| 12 | 8 | Sub Structure | |||
| 13 | 9 | Providing and laying M-25 grade Reinforced Cement Concrete in Sub structure complete (Pier & Pier Cap) as per Drawing and Technical Specifications.Ref. to Technical specification 1500,1700 & 2100 . Case – I : Using Concrete Mixer, IV.. RCC M-25 Grade\n(i). Height upto 5.0m | 135.24 | Cum | |
| 14 | 10 | Supplying, fitting and placing Fe 500 HYSD/TMT bar reinforcement in substructure complete as per drawing and Technical Specifications . Ref. to Technical specification 1600 & 2200 . | 18.5786 | MT | |
| 15 | 11 | Providing and laying filter media with granular crushed aggregates as per specification to a 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 abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | 205.08 | CUM | |
| 16 | 12 | 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 of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | 26 | No | |
| 17 | 13 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 175.21 | Cum | |
| 18 | 14 | Super Structure | |||
| 19 | 15 | Supply of DSR span 170 feet Bailey Bridge Components (40 R Loading) i/c loading and unloading | 1 | nos | |
| 20 | 16 | Assembly and launching of bailey bridge within a lead of 50 m but excluding mechanical transport and cost of fixing of decking. 4) steel decking DSR | 17 | NOS | |
| 21 | 17 | Providing and Laying Reinforced cement concrete of Grade M-30 in approach slab including reinforcement Fe500 and formwork complete as per drawing and Technical specification. Ref. to Technical specification 1500,1600,1700 & 2704 . | 12.6 | Cum | |
| 22 | 17.1 | Reinforcement | 0.7418 | MT | |
| 23 | 17.2 | Tar paper below approach slab | 49.5 | SQM | |
| 24 | 18 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | 3.21 | cum | |
| 25 | 19 | Approach Road Length = 300.00 m | |||
| 26 | 20 | Setting Out | |||
| 27 | 21 | Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | 1 | Each | |
| 28 | 22 | Construction of RCC guide posts of 250 mm dia M15 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 1608.2 | 4 | Each | |
| 29 | 23 | Providing and Fixing 'Logo' of PMGSY Project\nProviding and fixing of typical PMGSY informatory 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 welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate 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 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG 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 drawing Clause 1701 and Annexure 1700.1 | 1 | Each | |
| 30 | 24 | Providing and Fixing Citizen information Board of PMGSY Project(Steel Tube)\nProviding and fixing of Citizen's Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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 drawing Clause 1701 and Annexure 1700.1 | 1 | Each | |
| 31 | 25 | Providing and Fixing Maintenance information Board of PMGSY Project(Steel Tube)\nProviding and fixing of Maintenance Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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 drawing Clause 1701 and Annexure 1700.1 | 1 | Each | |
| 32 | 26 | Providing and Fixing PMGSY Logo Board at starting point(Steel Tube) | |||
| 33 | 26.1 | Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing.One plate of 1.6mm thick with MS flat 25mm x 5mm size on back on centre. The topmost diamond plate & mid. plate will be welded to 75mmx75mm of 12 SWG steel plate tube posts & duly embedded to CC 450mm x 450mm x 600mm below GL. Lettering and printing etc. will be with ready mixed synthetic enamel paint of superior. | 1 | Each | |
| 34 | 27 | Retro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801\nb) 600mm dia circle | 2 | Each | |
| 35 | 28 | Compacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 270 | cum | |
| 36 | 29 | Construction of Subgrade and earthen shoulder\nConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 101.25 | cum | |
| 37 | 30 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. \n(i) Using naturally occuring gravel | 191.25 | cum | |
| 38 | 31 | WBM Grading 3 \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\nA) By Manual Means | 95.63 | cum | |
| 39 | 32 | Prime coat : Low porosity | |||
| 40 | 32.1 | 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1275 | sqm | |
| 41 | 33 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1275 | sqm | |
| 42 | 34 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\nProviding, laying and rolling of open-graded premix carpet of 20 mm 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 a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN 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 as per Technical Specification Clause 508.\nCase-I By Manual Means | |||
| 43 | 34.1 | (i) Bitumen(S-90) | 1275 | sqm | |
| 44 | 35 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\nCase - II : Type B | |||
| 45 | 35.1 | (i) Bitumen(S-90) | 1275 | sqm | |
| 46 | 36 | Construction of Protection Works (Retaining Wall : Height 3.00 m) 4 nos. | |||
| 47 | 37 | Excavation for Structures\nEarthwork 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil i) upto 3m depth | 288 | Cum | |
| 48 | 38 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC. I) PPC Grade M10 i) Grade M10 Nominal mix 1:3:6 | 17.6 | Cum | |
| 49 | 39 | Stone Masonary in Cement mortar for substructure complete as per drawing & technical spesification clauses 702, 704, 1202 and 1204 II) Course Stone Masonary II Sort iii) cm 1:4 | 146.85 | Cum | |
| 50 | 40 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing face complete as per drawing and technical specification Clauses 614,709 & 1204.3.7 | 60 | Each | |
| 51 | 41 | Providing and laying filter media with granular crushed aggregates as per specification to a 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 abutment, wingwall,return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | 168 | Cum | |
| 52 | 42 | Plastering with Cement Mortar 1:4, 15mm thick on brickwork/stone work in substructure as per technical specification Clauses 613.4 & 1204 | 259.1 | Sqm | |
| 53 | 43 | 5 years Maintenance | |||
| 54 | 44 | 1st year 403200 | |||
| 55 | 45 | 2nd year 604800 | |||
| 56 | 46 | 3rd year 1008000 | |||
| 57 | 47 | 4th year 1008000 | |||
| 58 | 48 | 5th year 1008000 |
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