Punjab Mandi Board-PMB has published Tender For 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. Submission Date for this Tender is 21-11-2022. Bridge Work Tenders in patiala Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 09-Nov-2022 | Corrigendum | Date | 14-11-2022 |
| 2 | 14-Nov-2022 | Corrigendum 2 | Date | 21-11-2022 |
| 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 CULVERT |
| 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. |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 11 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 12 | Brick masonry work in 1:4 cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 |
| 13 | Providing concrete for plain/reinforced concrete (1:2:4 M-20) in openSub Structurecomplete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 14 | Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification clauses 1002, 1005,1010 and 1202 |
| 15 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 16 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 17 | Plain/reinforced cement concrete (RCC Grade M-25) in open foundations complete as per drawings and technical specification clauses 802, 803, 1202 & 1203 |
| 18 | Plain/reinforced cement concrete (RCC Grade M-25) in sub structure complete as per drawings and technical specification clauses |
| 19 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 20 | 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 and technical specification Clauses 614, 709, 1204.3.7 |
| 21 | CONST. OF BRIDGE |
| 22 | 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) |
| 23 | 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) |
| 24 | 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 |
| 25 | Performing Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) (The rates are for estimate purpose only.) |
| 26 | Initial and Routine load test |
| 27 | Lateral load test |
| 28 | Acceptence load test |
| 29 | 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 |
| 30 | 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) |
| 31 | 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 |
| 32 | 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)Fe-500 |
| 33 | 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 |
| 34 | 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 |
| 35 | 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 |
| 36 | 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. |
| 37 | 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. |
| 38 | Furnishing and placing reinforced cement concrete(M-35) Deck slab as per drawing and technical specification (in Super structure) |
| 39 | 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 |
| 40 | 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. |
| 41 | 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. |
| 42 | 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. |
| 43 | 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 |
| 44 | 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. |
| 45 | 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 |
| 46 | 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) |
| 47 | 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 |
| 48 | Providing and applying two coats of epoxy paint including anti rust epoxy primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 49 | CONST. OF APPROCHES |
| 50 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 51 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 52 | 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. |
| 53 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 54 | 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. |
| 55 | Providing and laying brick on end edge complete as per Pb PWD specification |
| 56 | Laying ,rolling and consolidatin the old material received from scarification from raising/Re const.portion ( only 60 % material to be received arfter scarification .The road is badly damaged and laying on rasing portion in full width complete as per clasue 401 |
| 57 | Construction 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 58 | WBM Grading 2 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 59 | WBM Grading 3 -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. |
| 60 | 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 0.85kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 61 | Providing and applying tack coat with Bitumen (VG-10)using Pressure distributor at the rate of 0.225 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 62 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 63 | 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. |
| 64 | 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 |
| 65 | ROAD FURNITURE & ROAD SAFETY MEASURE |
| 66 | 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 |
| 67 | Providing and fixing of Retro-reflectorised cautionary, Mandatory and Informatory signs as per IRC : 67 made of Retro-reflective tape fixed on 3 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 801 |
| 68 | 600x600x600 Retro-reflective tape |
| 69 | 900x300mm rectangular |
| 70 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications |
| 71 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 72 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. |
| 73 | Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre\ 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel sectionv 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015.CSR 24.56a |
| 74 | 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) |
| 75 | AMC for2nd Year (fixed Rate = 12697.59, bidder(s)/vendor(s) need not to quote for this) |
| 76 | AMC for3rd Year (fixed Rate = 16729.12 bidder(s)/vendor(s) need not to quote for this) |
| 77 | AMC for4th Year (fixed Rate = 21132.05, bidder(s)/vendor(s) need not to quote for this) |
| 78 | AMC for5th Year (fixed Rate = 25933.45 bidder(s)/vendor(s) need not to quote for this) |
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