Punjab Mandi Board-PMB has published Upgradation Of 36 Mtr Long Single Span Steel Bridge Atbaghapurana -Bhagta Road Sh-19 A (Sangatpura) To Baghapurana- Kotkapura Road Sh-16 Via Marri Mustfa , Vairo Ke Gtb Garh (Part Tr-08 Of Trace Map) (Abohar Canal At Road Rd 8590 ,& Canal Rd 320600 Feet)U. Submission Date for this Tender is 29-03-2023. Bridge Work Tenders in Moga Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 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 metres |
| 2 | R.C.C. structure |
| 3 | Dismantling brick work /tile masonary or tile lining.In cement mortar |
| 4 | 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 excavated surplus soil.(Mechanical Means) Depth upto 3 m as per CSR 21.1 b |
| 5 | Providing & Laying Plain Cement Concrete M 15, 275 Kg per cum in levelling course 200mm thick below openfoundation of Head walls as per drawing and Technical Specification Clause 1100 & 1400 MoRT 11.3 |
| 6 | Bored cast-in-situ M 35 grade 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 1000 m. |
| 7 | Extra for using Bentonite slury with Bentonite pump in case of unstable bore. as per CSR 10.55 (Pile dia 1000 mm) |
| 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 piles in accordance with 2911 Part IV(A) |
| 10 | B) Lateral load test |
| 11 | Providing concrete for plain/reinforced concrete M-30 in superstructure complete as per drawings and technical specification Clauses 800, 1204 & 1205 |
| 12 | Infoundtion |
| 13 | Sub- Structure |
| 14 | Super Structure |
| 15 | Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approachesto bridge structures and medians, constructed with M-40 grade concrete using cement , as per dimensions in the PWD stanadard drawing No 27.Section 3,Including form work but excluding steel reinforcement-and at locations directed by the Engineer, all as specified-with concrete mixture. As per CSR 22.12 A |
| 16 | Backfilling in foundation/ abutments/ wing walls Trenches as per drawing and technical specification Clause 305 (3.9) |
| 17 | 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. as per CSR 22.17 |
| 18 | Supplying,fittingandplacingHYSDbar fe-500 reinforcementinsuper-structurecomplete as per drawing and technicalspecifications.. |
| 19 | In Foundation |
| 20 | In Substructure |
| 21 | In Superstructure |
| 22 | Providing & Laying weep hole in brick masonary/plain/reinforced concrete abutment, wing wall/return wall with100 mm dia PVC pipe , extending through the full width of the structure with slop of 1V 20H towards drawing face. |
| 23 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) As per CSR 22.8 B |
| 24 | Providing Fabrication & launching of steel truss( E-350 )for pre-Stressed/ RCC deck slab girders comp in all respect. |
| 25 | Applying priming coat with metal primer on new steel or iron work including preparation of surface & Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work (1 Mt/18 sqm) |
| 26 | Providing acceptance load test |
| 27 | Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications |
| 28 | Providing & laying steel G.P Decking sheets 80 GSM 0.80 mm -1.60mm supllied width 950 mm -Covered width 920mm Length Custmised as per Requirment. |
| 29 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.250 kg per sqm on the prepared bituminous/granular surface trated with prime coat after cleaning the surface complete as per technicla specification clause503 of MORT&H specification |
| 30 | 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 (24.22 a) |
| 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. CSR 24.29 |
| 32 | Construction of embankment 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. |
| 33 | Supplying RCC Pipe 1000 mm dia |
| 34 | Laying Reinforced Cement Concrete Pipe NP3/ Prestressed Concrete Pipe on First Class Bedding in Single Row . |
| 35 | First class dry brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses or bond, laid as described in item no. 29.22. |
| 36 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. |
| 37 | Dismantling brick work tile, masonry or tile lining Dismantling dry brick work . |
| 38 | Credit of Bricks |
| 39 | Credit of Pipe |
| 40 | 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 excavated surplus soil.(Mechanical Means) Depth upto 3 m as per CSR 21.1 b |
| 41 | Plain Cement Concrete M 10 (1:3:6 nominal mix) in levelling course below openfoundation of Head walls as per drawing and Technical Specification Clause 1109. |
| 42 | Brick Masonary work in cement mortar 1:4 in foundation ofWalls complete excluding pointing and plastering as per drawing and technical specification Clause 1109 |
| 43 | Deep struck Pointingwithcementmortar(1:3)onbrickworkinsubstructureasper Technical specification 613.3, & 1204 |
| 44 | Providing 50 mm thick PCC, M- 20 (1:2:4)Coping on the top ofwall etc. complete as per drawing and technical specification Clause 612.5. |
| 45 | Backfilling in foundation/ abutments/ wing walls Trenches as per drawing and technical specification Clause 305 (3.9) |
| 46 | Supplying and fixing of 4" DIA PVC Pipe for weep holes |
| 47 | Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered surface/concrete surface as per drawing and Technical Specification |
| 48 | Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 49 | AMC for 1st Year |
| 50 | AMC for 2ndYear |
| 51 | AMC for 3rd Year |
| 52 | AMC for 4th Year |
| 53 | AMC for 5th Year |
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