Rural Engineering Department has published Construction Of Bridge Over Iril River At 1.25 Km Chingabam Mapa District : Imphal East Block : Sawombung. Submission Date for this Tender is 30-11-2019. Bridge Work Tenders in Imphal East Manipur. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Bridge over Iril River at 1.25 km Chingabam Mapa District : Imphal East Block : Sawombung | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | A) Foundation | |||
| 2 | 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter for all leads and lifts, dressing of sides and bottom and backfilling with approved material.Ref. to Technical specification 304 | |||
| 3 | 3 | Excavation in soil | 1744.74 | cum | |
| 4 | 4 | Disposal | 765.14 | cum | |
| 5 | 5 | Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below Pilecap foundation complete as per drawings and Technical Specification section 1500,1700 | 35.5 | cum | |
| 6 | 6 | Providing and laying M-30 grade Reinforced Cement Concrete in pile cap complete as per Drawing and Technical Specifications.Ref. to Technical specification 1500,1700 & 2100 . | 611.07 | cum | |
| 7 | 7 | Bored cast-in-situ M30 grade R.C.C. Pile (1.2m dia for Bridge) excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m all complete as per Technical specifications and as directed by the Engineer-in-charge. | |||
| 8 | 8 | Boring in soil | 1000 | Rm | |
| 9 | 9 | 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 . | |||
| 10 | 10 | Pile cap | 64.18 | MT | |
| 11 | 11 | Piles | 75.2 | MT | |
| 12 | 12 | Permanent Steel Liner (6mm thk) in Piles (MS-Gr 250) | 57.6 | MT | |
| 13 | 13 | B) Substructure | |||
| 14 | 14 | Providing and laying M-30 grade Reinforced Cement Concrete in Sub structure complete (Pier & Pier Cap) as per Drawing and Technical Specifications.Ref. to Technical specification 1500,1700 & 2100 . | 231.38 | cum | |
| 15 | 15 | 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 . | 22.42 | MT | |
| 16 | 16 | C) Superstructure | |||
| 17 | 17 | Providing and Placing Reinforced Cement Concrete in super-structure as per drawing and Technical Specififications Sections 1500, 1700 & 2300. | |||
| 18 | 18 | M30 RCC Deck Slab | 121.6 | cum | |
| 19 | 19 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | |||
| 20 | 20 | a) RCC Deck Slab | 21.3 | MT | |
| 21 | 21 | Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 | |||
| 22 | 22 | Structural steel (GR 250 ) for Composite span | 77.1 | MT | |
| 23 | 23 | Shear Studs (25mm dia 100mm height) | |||
| 24 | 24 | Main Beam ( 25dia 100mm height - characteristic yeild strength 385Mpa with min 18% elongation and characteristic tensile strength 495MPa) | 1280 | No | |
| 25 | 25 | Cross Beam ( 25dia 100mm height - characteristic yeild strength 385Mpa with min 18% elongation and characteristic tensile strength 495MPa) | 84 | No. | |
| 26 | 26 | Bolts for connections (M24-8.8 grade) Cross Beam | 96 | No. | |
| 27 | 27 | D) Miscellaneous Viaduct Items/Approach | |||
| 28 | 28 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 505.75 | cum | |
| 29 | 29 | 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 | 96 | Nos. | |
| 30 | 30 | Providing and fixing of Strip Seal Joints as per MOST specifications and tender clauses in all respect as per detailed drawing for carriageway. | 25.6 | Rm | |
| 31 | 31 | Supplying, fitting, and fixing in position true to line and level sliding plate bearing wth PTFE surface sliding on stainless steel complete as per drawing and technical specification and BS: 5400, sections 9.1 & 9.2 (for PTFE) and clause 2004 of MORTH specifications | |||
| 32 | 32 | Bearing | |||
| 33 | 33 | a) Pot PTFE Bearing | |||
| 34 | 34 | Free Bearings (85 MT) 6nos | 510 | T capacity | |
| 35 | 35 | Guided Bearings (85 MT) 6nos | 510 | T capacity | |
| 36 | 36 | Fixed Bearings (85 MT) 6nos | 510 | T capacity | |
| 37 | 37 | Prime coat : Low porosity | |||
| 38 | 38 | 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 | 325 | sqm | |
| 39 | 39 | Tack Coat | |||
| 40 | 40 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 325 | sqm | |
| 41 | 41 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder | |||
| 42 | 42 | Providing, 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. | 325 | sqm | |
| 43 | 43 | Case-I By Manual Means (i) Bitumen(S-90) | |||
| 44 | 44 | Seal Coat | |||
| 45 | 45 | Providing 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 | |||
| 46 | 46 | Case - II : Type B (i) Bitumen(S-90) | 325 | sqm | |
| 47 | 47 | Providing and fixing Drainage Spouts complete as per drawing and Technical specification.Ref. to Technical specification 2705 along with clamps 150mm dia rigid PVC downtake and runner pipe as per IS 4985, Class II including joining with drainage spout pipe , providing couplers, bends etc., complete as per drawings.. | 14 | nos | |
| 48 | 48 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 | 148 | m | |
| 49 | 49 | Providing and laying PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref. to Technical specification 2700. | 4.95 | cum | |
| 50 | 50 | 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 . | |||
| 51 | 51 | Concrete | 14.85 | cum | |
| 52 | 52 | Reinforcement | 1.11 | MT | |
| 53 | 53 | Tar paper below approach slab | 49.5 | rm | |
| 54 | 54 | Initial Load Test icluding additional pile with reinforcement for 2.5 times the design load specified in Drawings | |||
| 55 | 55 | a) Initial Load Test ( design Load - 140 mt ) | 1 | No. | |
| 56 | 56 | Routine pile load test on working pile for a test load of 1.5 times the design load specified in Drawings. | |||
| 57 | 57 | a) Routine Load test ( design Load - 140 mt ) | 2 | No. | |
| 58 | 58 | c) Pile Intergrity test ( LST - by Pulse Echo ) | 40 | No. | |
| 59 | 59 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site | |||
| 60 | 60 | a) Lane/centre line/edge line/ pedestrian crossing marking and any other markings along strips. | |||
| 61 | 61 | b) Directional arrows and letters | 40.71 | sqm | |
| 62 | 62 | Painting for Superstructure | |||
| 63 | 63 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 942 | sqm | |
| 64 | 64 | Setting Out | |||
| 65 | 65 | Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | 1 | Each | |
| 66 | 66 | 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 | |
| 67 | 67 | Providing and Fixing 'Logo' of PMGSY Project | |||
| 68 | 68 | 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 | |
| 69 | 69 | Providing and Fixing Citizen information Board of PMGSY Project(Steel Tube) | |||
| 70 | 70 | 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 | |
| 71 | 71 | 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 | |
| 72 | 72 | Providing and Fixing PMGSY Logo Board at starting point(Steel Tube) | |||
| 73 | 73 | 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 | |
| 74 | 74 | Retro-reflectorised Traffic Signs | |||
| 75 | 75 | Providing 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 | |||
| 76 | 76 | b) 600mm dia circle | 2 | Each | |
| 77 | 77 | Compacting original ground supporting subgrade | |||
| 78 | 78 | Loosening 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. | 162 | cum | |
| 79 | 79 | Construction of Subgrade and earthen shoulder | |||
| 80 | 80 | Construction 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. | 60.75 | cum | |
| 81 | 81 | 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. | |||
| 82 | 82 | (i) Using naturally occuring gravel | 153 | cum | |
| 83 | 83 | WBM Grading 3 | |||
| 84 | 84 | Providing, 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. | |||
| 85 | 85 | A) By Manual Means | 57.38 | cum | |
| 86 | 86 | Prime coat : Low porosity | |||
| 87 | 87 | 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 | 765 | sqm | |
| 88 | 88 | Tack Coat | |||
| 89 | 89 | Providing 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. | 765 | sqm | |
| 90 | 90 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder | |||
| 91 | 91 | Providing, 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. | |||
| 92 | 92 | Case-I By Manual Means | |||
| 93 | 93 | (i) Bitumen(S-90) | 765 | sqm | |
| 94 | 94 | Seal Coat | |||
| 95 | 95 | Providing 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 | |||
| 96 | 96 | Case - II : Type B | |||
| 97 | 97 | (i) Bitumen(S-90) | 765 | sqm | |
| 98 | 98 | Maintenance component for 5(five) years after construction (not to be quoted yearwise) | |||
| 99 | 99 | 1st year Rs. 308112.86 | |||
| 100 | 100 | 2nd year Rs. 462169.29 | |||
| 101 | 101 | 3rd year Rs. 616225.72 | |||
| 102 | 102 | 4th year Rs. 770282.15 | |||
| 103 | 103 | 5th year Rs. 924338.57 |
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