Punjab Mandi Board-PMB has published Upgradation And Maintenance Of 44 Mtr Single Span Steel Bridge On Bml At Rd 70 Of Patiala-Samana To Samana Via Dhenthal, Badshahpur, Mial Khurd, Distt. Patiala Block Samana Pb-15-310 Upgradation And Maintenance Of 44 Mtr Single Span Steel Bridge On Bml. Submission Date for this Tender is 27-12-2021. Bridge Work Tenders in Patiala Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 21-Dec-2021 | corrigendum for dates | Date | 23-12-2021 |
| 2 | 23-Dec-2021 | Corrigendum 2 | Date | 27-12-2021 |
| Sl. No. | Item Description |
| 1 | DISMANTILING OF EXISTING STRUCTURE |
| 2 | Dismantling of Reinforced Cement Concrete 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 of 1000 m as per Technical Specification Clause 202. |
| 3 | Dismantling Brick/Tile Work 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 of 1000 m as per Technical Specification Clause 202. |
| 4 | CREDIT OF OLD MATERIAL |
| 5 | Deduct Cost for Bricks obtained from dismantling. |
| 6 | Deduct Cost for Brick Bats obtained from dismantling. |
| 7 | Deduct Cost for steel obtained from dismantling Exisiting RCC Structure |
| 8 | CONST. OF BRIDGE |
| 9 | 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, dressing of sides and bottom and backfilling with approved material.(machanical means) |
| 10 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) |
| 11 | Performing dynamic integrity test (low strain) and reporting of the tests conducted on the sample of piles selected by the Engineer-in-charge complete as per the directions of the Engineer-in-charge (i) 1000 mm dia piles |
| 12 | Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) (The rates are for estimate purpose only.) |
| 13 | Initial and Routine load test |
| 14 | Lateral load test |
| 15 | Acceptence load test |
| 16 | Providing and laying of PCC M-15 with minimum cement content of 275 kg per cum of concrete for levelling course 200 mm thick below the pile cap.as per clause 1100 and 1400 of MoRT&H specification |
| 17 | Cement concrete for Reinforced concrete (M-35) with minimum cement content of 422 kg per cum of concrete in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1400 of MoRT&H specification.(in Foundation) |
| 18 | Supplying, fitting and placing Fe-500 D TMT bar reinforcement in foundation complete as per drawing and technical specification as per clause 1600 MoRT&H specification |
| 19 | Reinforced cement concrete (M-35) with minimum cement content of 422 kg per cum of concrete in abutment, return wall/wing wall, retaining wall, pier shafts, bracket, pier cap, dirt wall etc. complete as per drawing and technical specifications as per clause 1500, 1400 & 2200 of MoRT&H specification(Sub structure) |
| 20 | Supplying, fitting and placing Fe-500 D TMT bar reinforcement in substuructure complete as per drawing and technical specification as per clause 1600 & 2200 of MoRT&H specification |
| 21 | 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 |
| 22 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification |
| 23 | Supplying, fitting and fixing in position true to line and level POTPTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. |
| 24 | Providing Structural steel Grade E350 (Fe490) / E410 (Fe540), All rolled section grade E 250 (Fe410) as per IS:2062,fabricating, painting, transporting, erceting and securing temporary and permanent stages of work, all temporary stays, specifications,as per approved structural drawings. Work to include all intermediate stages of activities not defined herein, but otherwise implied for the total completion of work. Cost to include but not be limited to all material including wastage, all consumables, fasteners of all types for both temporary and permanent stages of work, all temporary stays, labour, temporary works including staging, scaffolding, tools, plants and equipments and cost of all incidentals andnecessary testing of material, workmanship etc including cost of painting as per specifications. |
| 25 | Furnishing and placing reinforced cement concrete(M-35) Deck slab as per drawing and technical specification (in Super structure) |
| 26 | Supplying, fitting and placing Fe-500 D TMT bar reinforcement in super-structure complete as per drawing and technical specifications as per clause 1600 of MoRT&H specification |
| 27 | Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge, road, approaches to bridge structures and medians constructed with M-40 grade concrete, with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre moulded asphalt filler board keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. |
| 28 | Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 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 and clause 2606 of MoRTH specifications for road & bridge works. |
| 29 | Providing and applying tack coat with Bitumen (VG-10)using Pressure distributor at the rate of 0.275 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 30 | Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications |
| 31 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or 30/40 @10.2%, fine aggregates, coarse aggregates, lime filler @ 17.92% of total mix, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surface is not less than 100 degree C, protruding 1 mm to 4 mm over mastic surface complete as per technical clause 516 of MORT&H specifications. |
| 32 | PCC M 15 with minimum cement content 275 kg per cum of concrete Grade levelling course below approach slab complete as per drawing and technical specification as per clause 2400 of MoRT&h specification |
| 33 | Reinforced cement concrete (M-35) with minimum cement content 406 kg per cum of concrete in approach slab excluding reinforcement and formwork complete as per drawing and technical specification as per clause 1500, 1600, 1400 & 2404 of MoRT&H specification (Super Structure) |
| 34 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesas per clause 803 of MoRT&H specification |
| 35 | ROAD FURNITURE & ROAD SAFETY MEASURE |
| 36 | Providing and fixing of typical PMGSY Title informatory sign board with Logo as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges.The lower plate 4mm will be fixed with MS flat of 50mm x 5mm. Theflat iron frame of plate fixed to 2 nos. 75mm x 75 mm of 4mm sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level.The top diamond plate will be fixed to lower plate by 47mm x 47mm of 12 SWG steel tube.All M.S. will be stove enameled on both sides. 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 |
| 37 | Routine Maintenance after completion of construction work (Lump sum amount for each year )AMC for1st Year (fixed Rate =10613.25, bidder(s)/vendor(s) need not to quote for this) |
| 38 | AMC for2nd Year (fixed Rate = 12697.59, bidder(s)/vendor(s) need not to quote for this) |
| 39 | AMC for3rd Year (fixed Rate = 16729.12 bidder(s)/vendor(s) need not to quote for this) |
| 40 | AMC for4th Year (fixed Rate = 21132.05, bidder(s)/vendor(s) need not to quote for this) |
| 41 | AMC for5th Year (fixed Rate = 25933.45 bidder(s)/vendor(s) need not to quote for this) |
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