Punjab Mandi Board-PMB has published Construction Of 42.6 Mtr Single Span Steel Bridge On Bhakhra Main Line At Rd 13770 Under Pmgsy Iii Batch I Package No Pb 17-222 Block Andana Distt Sangrur . Submission Date for this Tender is 21-12-2021. Bridge Work Tenders in Sangrur Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 14-Dec-2021 | Change Time Limit | Technical Bid | 20-12-2021 |
| 2 | 20-Dec-2021 | Extend Date | Date | 21-12-2021 |
| Sl. No. | Item Description |
| 1 | DISMANTILING OF EXISTING STRUCTURE |
| 2 | Dismantling of 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 of 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 | CONST. OF BRIDGE |
| 5 | 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. |
| 6 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M15 |
| 7 | Bored cast-in situ M-35 grade with minimum cement content 422 kg per cum of concrete in R.C.C pile 1000 mm dia excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1200m as per clause 1100, 1600 & 1700 in MoRT&H specification (i) 1000 mm dia piles |
| 8 | 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 |
| 9 | Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) |
| 10 | Initial and Routine load test |
| 11 | Lateral load test |
| 12 | Acceptence Load Test |
| 13 | Furnishing and Placing Reinforced/ Prestressed cement concrete RCC Grade M 30 as per drawing and Technical Specification (For T-beam & slab-including centering and shuttering) with Batching Plant, Transit Mixer & Concrete Pump. RCC M-30 (For Foundation) ABUTMENT PILE CAP |
| 14 | Furnishing and Placing Reinforced/ Prestressed cement concrete RCC Grade M 30 as per drawing and Technical Specification (For T-beam & slab-including centering and shuttering) with Batching Plant, Transit Mixer & Concrete Pump. RCC M-30 (For Super Structure) |
| 15 | Furnishing and Placing Reinforced/ Prestressed cement concrete RCC Grade M 35 as per drawing and Technical Specification (slab-including centering and shuttering) with Batching Plant, Transit Mixer & Concrete Pump. RCC M-35 (For Super Structure) |
| 16 | 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. |
| 17 | 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. |
| 18 | Bituminous Concrete 50mm to 65mm thickness (Grading I) Providing and laying bituminous concrete 50mm to 65mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.20%, laying with a hydrostatic paver finisher with sensor control 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 |
| 19 | Mastic Asphalt Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. |
| 20 | 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. |
| 21 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification |
| 22 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges |
| 23 | Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt etc and applying paint @ of 1 ltr for 2 sqm. |
| 24 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. Sandy material |
| 25 | Supplying, fitting and fixing in position true to line and level POT-PTFE 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. |
| 26 | Providing and laying of PCC M-10 with minimum cement content of 275 kg per cum of concrete for levelling course 100 mm thick below the pile cap. (Below Approch Slab) |
| 27 | Furnishing and Placing Reinforced/ Prestressed cement concrete RCC Grade M 30 as per drawing and Technical Specification (For T-beam & slab-including centering and shuttering) with Batching Plant, Transit Mixer & Concrete Pump. RCC M-30(Approch Slab) |
| 28 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 29 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 30 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 31 | Supply of Structural Steel for Bridge (E-350) including Carriage, Loading, Unloading, Febrication, Launching & Instalation as per drawing and Technical Specifications |
| 32 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 specificationClause 1204.3.8 |
| 33 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specification |
| 34 | Painting on Concrete/ Steel Surfaces with Epoxy 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 |
| 35 | Providing & Fixing G.I. Deck Sheet 1.6mm thick for Bridge |
| 36 | CONST. OF APPROCHES |
| 37 | Dismantling of bituminous courses of flexible pavements by mechanical means and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications |
| 38 | Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications (As per detail attached) |
| 39 | Prov. and Laying brick edging alongwith road, complete in all respects. |
| 40 | Layingof dismentled material (recovered crust incd. mixing 20% coarse sand) and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401., complete as per specifications. |
| 41 | Prov. and laying of granular sub-base (GSB Grading-1) 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. |
| 42 | Providing laying and compacting of WBM sub base course/base course including preparation and compaction of sub base and spreading ofclean and crushed aggregate to proper grade and camber including application of screening for interlocking, sprinkling of water and rolling with smooth wheel roller as per MOST specification. a) Grading of No.-II material (63-45mm) with screening material in 75mm thickness. |
| 43 | Providing laying and compacting of WBM sub base course/base course including preparation and compaction of sub base and spreading ofclean and crushed aggregate to proper grade and camber including application of screening for interlocking, sprinkling of water and rolling with smooth wheel roller as per MOST specification. b) Grading of No.-III material (53-22.4mm) with screening material in 75mm thickness. |
| 44 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M10 |
| 45 | Furnishing and Placing Reinforced cement concrete RCC Grade M 30 as per drawing and Technical Specification (including centering and shuttering) with Batching Plant, Transit Mixer & Concrete Pump. RCC M-30 (For Sub Structure) |
| 46 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 47 | ROAD FURNITURE & ROAD SAFETY MEASURE |
| 48 | 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 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 801 |
| 49 | Supply and fixing of Delitinator |
| 50 | Supplying and fixing of Aluminium Road Stud 100x100mm |
| 51 | Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges.Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 300x300x5mm in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level.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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 52 | Providing and fixing of PMGSY Maintenance Information board as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges.Vertical Post MS square tubes 80x80x4.80mm thick with base plate 300x300x5mm duly embedded in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level.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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 53 | Providing and fixing of typical PMGSY Citizen Informatory sign board with Logo as per MORD specifications and drawing. MS Plates 1.5 mm thick duly welded with MS angle 25mmx25mm x 3mm size on back on edges.The plates welded with MS flat of 50mm x 5mm. Theflat iron frame of plates welded to 2 nos. MS square tubes posts 75mm x 4.9mm thick 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 |
| 54 | "W" Type Metal Beam Crash Barrier Single Sided 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 section 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. |
| 55 | CREDIT OF OLD MATERIAL |
| 56 | Deduct Cost for steel obtained from dismantling. |
| 57 | Deduct Cost for Bricks obtained from dismantling. |
| 58 | Deduct Cost for Brick Bats obtained from dismantling. |
| 59 | Routine Maintenance after completion of construction work (Lump sum amount for each year)AMC for1st Year (fixed Rate =15200, bidder(s)/vendor(s) need not to quote for this) |
| 60 | AMC for2nd Year (fixed Rate = 22700, bidder(s)/vendor(s) need not to quote for this) |
| 61 | AMC for3rd Year (fixed Rate = 39800, bidder(s)/vendor(s) need not to quote for this) |
| 62 | AMC for4th Year (fixed Rate = 52400, bidder(s)/vendor(s) need not to quote for this) |
| 63 | AMC for5th Year (fixed Rate = 66200, bidder(s)/vendor(s) need not to quote for this) |
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