Public Works Department-PWD has published Tender For Construction Of 30 Mtr.Span Single Lane Steel Truss Bridge With 1.20 Mts. Wide Foot Path On Both Sides At Take Up Point Of Arai To Malikan Road Tehsil Mandi,Distt. Poonch. Submission Date for this Tender is 22-12-2023. Bridge Work Tenders in poonch Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 07-Dec-2023 | Corrigendum | Other | 22-12-2023 |
| 2 | 20-Dec-2023 | Corrigendum-1 | Other | 22-12-2023 |
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soilAll kinds of Soil = 80% ,Ordinary Rock = 20%. |
| 2 | Providing and laying in position cementconcrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to plinth level with :1:5:10( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ) |
| 3 | Providing and laying in position cementconcrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with :1:3:6 with( 1 cement : 3 coarse sand :6 graded stone aggregate 40 mm nominal size). |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 5 | Dry random rubble masonary (Nallah) with hardWith bond stone. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 7 | Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc. |
| 8 | Stone filling in wire crates (stones available at sits got from excavation) including cost of wire crates and all carriages upto site of work complete. |
| 9 | Dumping stone including cost of stones. On Horizontal on level and all carraiges upto site of work complete. |
| 10 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters |
| 11 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 12 | 53 mm to 22.4 mm |
| 13 | Stone Screening of size 13.2 /11.2 mm nominal size (Type A & B) |
| 14 | Moorum |
| 15 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper gradeandcamber,applyingandbroomingrequisitetypeof screening /binding materialtofillupinterstices of coarseaggregate, watering and compacting to the required density. |
| 16 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm. |
| 17 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 18 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt (Complete job) |
| 19 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 20 | Construction of 30 mtr.span single lane steel truss bridge with 1.20 mts. wide foot path on both sides including construction of sub structure and supper structure properly maching with the existing portion ,vetting from IIT,NIT or equivalent, Design and commissioning (Complete Job) |
| 21 | Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, as per IRC : 67-2001, M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
| 22 | Carriage of material by M.T inclloading/unloading& stacking complete Sand/Stone agg. below 40 mm nominal size avg. lead 20 km by MT |
| 23 | Stone agg.above 40 mm size avg. lead 10 km by MT |
| 24 | Stone avg lead lead 20 km by MT |
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