Rural Engineering Department has published Construction Of Bridge (Span- 70.00M) Over Arhing River At 3.00 Km (Nungtek) District : Tamenglong Block : Nungba. Submission Date for this Tender is 29-12-2020. Bridge Work Tenders in Tamenglong Manipur. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 24-Dec-2020 | Corrigendum 1 | Other | 29-12-2020 |
| Name of Work: Bridge (Span- 70.00m) over Arhing River at 3.00 Km (Nungtek) District : Tamenglong Block : Nungba | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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.\nI. Ordinary Soil\n(i) Upto 3m depth | 472.79 | Cum | |
| 2 | 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\n1. P.C.C grade M 10\n(I) Nominal mix 1:3:6 | 27.11 | Cum | |
| 3 | 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\n(V) R.C.C. grade M 25 | 435.78 | Cum | |
| 4 | 4 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 24.59 | MT | |
| 5 | 5 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 \nIV. RCC Grade M 25 | 141.28 | Cum | |
| 6 | 6 | Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 14.02 | MT | |
| 7 | 7 | Supplying fabrication,Launcing Painting etc. complete for stuctural steel truss( Fy 250 n/mm2 incuding welding,splicing bolt etc all complete as per approved drawing and technical specefication at section 1900 of MORT & H | 198.66 | MT | |
| 8 | 8 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 \nRCC M25 | 107.09 | Cum | |
| 9 | 9 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 19.02 | MT | |
| 10 | 10 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 29.47 | Cum | |
| 11 | 11 | Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2 | 157.4 | Metre | |
| 12 | 12 | Strip Seal Expansion Joint (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 author | 11 | RM | |
| 13 | 13 | Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | 600 | MT | |
| 14 | 14 | Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | 600 | MT | |
| 15 | 15 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 30 | Nos | |
| 16 | 16 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 | 12.21 | Cum | |
| 17 | 17 | Construction of Approach Road (160m) | |||
| 18 | 18 | Constrction of embankment with approved materials obtained from borrows pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slop and compacting to meet requirement of table 300.1 and 300.2 with lead upto 1000m as per Technic | 5416.47 | Cum | |
| 19 | 19 | Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000 | 41.3 | Cum | |
| 20 | 20 | Granular Sub-base with Well Graded Material (Table 400.1)\nBy Mix in Place Method\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\n(i) For Grading I Material | 60 | Cum | |
| 21 | 21 | Gravel/Soil-Aggregate Base (Table 400.2) Grading A\nConstruction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 | 60 | Cum | |
| 22 | 22 | 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.\n(B) By Mechanical Means | 45 | Cum | |
| 23 | 23 | Primte Coat :\nLow porosity\n(i) 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 | 600 | sqm | |
| 24 | 24 | Tack Coats Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | 600 | sqm | |
| 25 | 25 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 600 | sqm | |
| 26 | 26 | Providing and laying seal coat with Bitumen Emulsion for 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 Case II : Type B (By Manual means) | 600 | sqm | |
| 27 | 27 | Providing 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 | |
| 28 | 28 | Providing 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 | |
| 29 | 29 | Providing 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 | |
| 30 | 30 | Retaining Wall (Height = 3.00 m) 11 nos. | |||
| 31 | 31 | 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 | |||
| 32 | 32 | Ordinary soil | |||
| 33 | 33 | i) Upto 3m depth | 282.15 | Cum | |
| 34 | 34 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\nNominal mix 1:3:6 | |||
| 35 | 35 | Wall Base | 74.25 | Cum | |
| 36 | 36 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204\nIn cement mortar (1:3) | |||
| 37 | 37 | Random rubble masonry | 340.78 | Cum | |
| 38 | 38 | 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 | 183 | Each | |
| 39 | 39 | Breast Wall (Height = 2.50 m) 3 nos. | |||
| 40 | 40 | 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.\nUpto 3 m depth | |||
| 41 | 41 | Total Volume of Earthwork in Excavation | 55.62 | cum | |
| 42 | 42 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\nNominal mix 1:3:6 | 9.27 | cum | |
| 43 | 43 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204\nIn cement mortar (1:3) | |||
| 44 | 44 | Random rubble masonry | |||
| 45 | 45 | Lower triangular part | |||
| 46 | 46 | Upper trapezoidal part | 81 | cum | |
| 47 | 47 | 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 | 50 | Each | |
| 48 | 48 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | |||
| 49 | 49 | Granular material | 9 | cum | |
| 50 | 50 | Protection work in each Abutment location | |||
| 51 | 51 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302\nI. Stone/Boulder | 365.17 | Cum | |
| 52 | 52 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 109.55 | Cum | |
| 53 | 53 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 405.38 | Cum | |
| 54 | 54 | Maintenance component for 5(five) years after construction (not to be quoted yearwise) | |||
| 55 | 55 | 1st year in INR: 290759.02 | |||
| 56 | 56 | 2nd year in INR: 436138.53 | |||
| 57 | 57 | 3rd year in INR: 581518.04 | |||
| 58 | 58 | 4th year in INR: 726897.55 | |||
| 59 | 59 | 5th year in INR: 872277.05 |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
