Punjab Mandi Board-PMB has published Tender For Construction Of 36.0 Mtr Single Span Steel Bridge Over Ubdc At Rd 72600 On Lr Apk Road To Amritsar-Mehta Road Via Fatehgarh Shukarchak Nizampur At Rd2-200 Block Verka (Under Pmgsy-Iii) Distt. Amritsar. Package No. Pb01-153. Submission Date for this Tender is 17-01-2024. Bridge Work Tenders in amritsar Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation for Structures (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.)(Sr.No12.1 (i) B, 304 of MoRTH ) |
| 2 | Bored cast-in-situ M 35 (Using Batching Plant,Transit mixer & Concrete Pump) grade(Using Batching Plant,Transit mixer & Concrete Pump) R.C.C. Piles (including Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) excluding steelcompleteas per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. ( Sr.no 12.24 & 12.38 of MoRTH DATA BOOK)(Pile dia= 1000 mm) |
| 3 | Providing and laying of PCC M15 (Using Batching Plant & Concrete Pump)levelling course 100mm thick below the pile cap. (Sr.No12.41 of MoRTH ) |
| 4 | Cement concrete for reinforced concrete RCC M 30 in pile cap complete as per drawing and Technical Specification (Sr.No12.40 C,Case-I of MoRTH ) |
| 5 | Plain/Reinforced cement concrete in M-35 (Using Batching Plant,Transit mixer & Concrete Pump) in sub-structure complete as per drawing and technical specifications.(Sr.No13.5, H (p) of MoRTH ) |
| 6 | Plain/Reinforced cement concrete in M-30 (Using Batching Plant,Transit mixer & Concrete Pump) in sub-structure complete as per drawing and technical specifications.(Sr.No13.5, G (p) of MoRTH ) |
| 7 | 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.(Sr.No13.10 of MoRTH ) |
| 8 | 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,completre 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 asper drawing and approved technical specifications.(Sr.No13.18 of MoRTH ) |
| 9 | Structural Steel/Composite Superstructure (Girders) of Grade E350 ) Supply and fabrication of mild steel as per IS 2062 including drilling, welding, riveting, grinding supply of bolts, nuts, washes, fixtures etc. at site. Assembling, erection of fabricated steel structure to proper line, level and camber as per approved drawings and technical specifications section 1900 complete including transportation and handling, painting all exposed surfaces of steel work after erection with two coat of epoxy paint including red primer & all labour consumable other material machinary tools and tackles complete as per specification and directed by engineers including furnishing of detailed erection scheme and getting the same approved from competent authority. ( As per detail attached ) |
| 10 | Providing and Laying metal deck Sheet of 1.5 mm th.below slab having max. 44mm crest depth The material is to be manufactured out MS Steel as per IS codes and zinc coating of 90gsm as per IS Codes, including placing in position complete as per Technical Specifications. |
| 11 | Furnishing and Placing Reinforced/Prestressed M-35 (Using Batching Plant,Transit mixer & Concrete Pump) cement concrete in Deck Slab super-structure as per drawing and Technical Specification(Sr.No14.1,D Case II of MoRTH ) |
| 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 authorised representative ensuring compliance to the manufacturer"s instructions for installation.) (Sr.No 14.21, 2607 of MoRTH ) |
| 13 | 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) CSR 22.8 B |
| 14 | 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. CSR (22.12 A) |
| 15 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 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 is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.(Sr.No 5.11 ,516 of MoRTH ) |
| 16 | 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 (Sr.No 13.8 of MoRTH ) |
| 17 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,efflorescence and applying paint @ of 1 litre for 2 Sq.m. )(Sr.No 14.16 of MoRTH ) |
| 18 | Supplying, Fitting and PlacingHYSD bar Reinforcement (integrated plant marked ) in foundation, substructure and super-structure including cutting,wastage & overlapas per Drawing and Technical Specifications clause 1600,1600 & 2200 and 1600 (Sr no 12.42 & 13.6, 14.2 of MoRT&H ) |
| 19 | in Foundation ( As per detail attached ) |
| 20 | inSub structure( As per detail attached ) |
| 21 | in Superstructure( As per detail attached ) |
| 22 | Reinforced cement concrete M-30 (Using Batching Plant,Transit mixer & Concrete Pump) approach slab including reinforcement (Integrated plant marked) and formwork complete as per drawing and Technical specification (Sr.No 9.19 of MoRTH ) |
| 23 | Road Marking with Thermoplastic Compound 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 CSR 24.57 |
| 24 | Providing and Laying Bitumen Concrete with Higher Capacity Continuous Type Hot Mix Plant using crust aggregate of specified grading premix with bituminous binder @ 5.2 percent of mix and filler transporting the hot mix the work site, laying with a hydrostatics table finisher with senor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respect. |
| 25 | Supplying and fixing of single mould twin shank detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgfforce in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788.The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. CSR 24.63 |
| 26 | Road Delineator/Vertical Guide Post Delineator Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. CSR 24.66 |
| 27 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 28 | 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 |
| 29 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications M15 nominal mix 1:2.5:5. |
| 30 | Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)(CSR 24.56) |
| 31 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Sr.No 3.16 of MoRTH ) |
| 32 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Technicalspecifications |
| 33 | GRANULAR SUB-BASE& BASE COURSE (NON BITUMINIOUS) Granular Sub-Base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401(Sr.No 4.1 of MoRTH ) |
| 34 | Water Bound Macadam Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(Sr.No 4.11,4.11 A,4.11 A(ii) of MoRTH ) Approches both side of Bridge (LHS-110m,RHS-150m =260 m) |
| 35 | Water Bound Macadam Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(Sr.No 4.11,4.11 A(iii) of MoRTH )Approches both side of Bridge (LHS-110m,RHS-150m =260 m) |
| 36 | BASE AND SURFACE COURSES (BITUMINIOUS) Prime Coat (Low Porosity) Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means (Sr.No 5.1 A of MoRTH ) |
| 37 | Tack Coat (VG-10) Providing and applying tack coat with VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(Sr.No 5.2 (ii) of MoRTH )Approches both side of Bridge (LHS-110m,RHS-150m =260 m) |
| 38 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Sr.No 5.3 (ii) of MoRTH ) Approches both side of Bridge (LHS-110m, RHS-150m =260 m) |
| 39 | 20 mm Thick Open-Graded Premic Carpet Providing, laying and rolling of open - graded premix surfacing of 20 mm VG-10 thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.(Sr.No 5.7 of MoRTH ) Approches both side of Bridge (LHS-110m,RHS-150m =260 m) |
| 40 | Seal Coat (Type - B) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.(Sr.No 5.9 of MoRTH ) |
| 41 | Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 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 MoRD Specification Clause 801 |
| 42 | Retro-reflectorised Traffic Signs 900x900x900mm triangular |
| 43 | Direction and Place Identification signs with size 800x600mm |
| 44 | Providing and fixing of typical PMGSY Logo & Informatory sign board |
| 45 | Providing and fixing of typical PMGSY Logo sign board |
| 46 | Providing and fixing Citizen Informatory PMGSY Logo sign board |
| 47 | Road marking with hot applied thermoplasticcompound 2.5mm thick including reflectorisingglass beads@0.25kg per sqm area as perIRC:35 1997 complete as per technical clause803 of MORT&H specifications |
| 48 | Acceptance test on bridge as per IRC 51-2015.(Must be conducted by Approval/Reputed Agency as per approved by Engineer-in-charge. |
| 49 | Pile Intergrity test for bridge. (Must be conducted by Approval/Reputed Agency as per approved by Engineer-in-charge. |
| 50 | Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 51 | For 1st year |
| 52 | For 2nd year |
| 53 | For 3rd year |
| 54 | For 4th year |
| 55 | For 5th year |
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