Public Works Department-PWD has published Design And Construction Of 70Mtr. Span (2X35) Single Lane (4.25 Mtr. Carriageway) Steel Trussed Motorable Bridge With 1.2 Mtr Wide Foot Path On Either Side Along With Approaches By Way Of Earthwork In Cutting/Filling Construction Of 04 No. 1 Mtr. Dia H.P.. Submission Date for this Tender is 22-12-2023. Road Work Tenders in rajouri Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 14-Dec-2023 | Correction in date | Date | 22-12-2023 |
| 2 | 21-Dec-2023 | Corrigendum correction | Other | 22-12-2023 |
| Sl. No. | Item Description |
| 1 | Design and construction of Motorable steel trussed bridge single lane (4.25 mtr. Carriage way both side footpathincluding provision of temporary river training works, diversion, dewatering, const. of,abutment, piers, Cap, dirt walls, fabrication and launching of super structure, providing and fixing of bridge metallic bearing (rock and roller) expansion joints, painting of all steel works, laying of RCC deck slab, approach slab, wing walls, drainage spouts, providing and laying of filter media behind wing walls abutments, return walls providing and fixing pipe railing consisting of IS rolled steel joist post ISMB 100 at 2.5m interval and three rows of 40mm diameter steel pipes (light) laying of bitumen, wearing coat over BM suitable protection be provided around the abutment, including all leads lift and carriage of material to the site as per approved design (complete job) The drawing/design of the bridge should be duly approved from the competent authority (NIT/IIT). |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) in average fixed classification as, 70% All kind of soil, 20% Soft Rock & 10% Hard rock ( blasting prohibited ) including disposal of surplus, excavated earth as directed by engineer- in-charge at site for safe disposal of same without damaging private/public property and all requiredleads/lifts and carriage.(Complete job) |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. |
| 4 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(Not exceeding 1.5m in width) and for shafts, wells cesspits and the like notexceeding 10 sqm on plan, depth upto 1.5 mtrincluding disposal of excavated earth upto 1 mtr from cutting edge ,disposed earth is to be leveled and neatly dressed in (All kind of soil) |
| 5 | Providing and laying in position Cement concreteof specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6using 20% plumof nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed |
| 7 | 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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with All work upto floor V level 1:3:6using 20% plumof nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed |
| 8 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone |
| 9 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) over Nallah |
| 10 | Stone filling hand packed in horizontal on level including cost of stones. |
| 11 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. Non- pressure NP-3 Class ( Medium duty ) R.C.C. Pipes )1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)complete job |
| 12 | Centering and Shuttering including strutting, propping etc and removal of form work formass concrete |
| 13 | Foundations, footings, bases of columns |
| 14 | Retaning walls. return walls. walls (any thickness) includingattached pilasters.buttresses. plinth and strmg courses fillets etc |
| 15 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade |
| 16 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 17 | Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages) |
| 18 | Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20 mm and 11.20mm nominal size) |
| 19 | Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template andconsolidation with power road roller of 8 to 10 tonne capacity etc. complete. |
| 20 | Base course with 63mm to 45mm size, |
| 21 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 22 | 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. 16.63.1 50 to 100 mm average compacted thickness with bitumen of gradewith bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 23 | 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. |
| 24 | On W.B.M. @ 0.75 Kg/sqm. |
| 25 | On bitumen surface @ 0.50 Kg/sqm |
| 26 | 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-30 with no solvent. |
| 27 | Supplying and stacking at site Moorum |
| 28 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 29 | Hand Packed stones in wire crates includng the cost of stones and including the cost of crates (all complete job) NSI |
| 30 | 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. |
| 31 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 32 | Providing and fixing foundation stone (complete Job)as per direction of Engineer-in-charge NSI |
| 33 | Providing and fixing of Km stones including finishing painting, writing etc.Compete Job as per the direction of Engineer in Charge (NSI) |
| 34 | Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. 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 |
| 35 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 36 | Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete. |
| 37 | Sand for an average distance of 120 kms by M.T |
| 38 | Stone aggregate below 40 mm nominal size for anaverage distance 10 kms by M.T |
| 39 | Stone for an average distance of 500mby M.T |
| 40 | Stone aggregate 63mm to 45mm size for an average distance of 10 kms by M.T |
| 41 | Stone Screening for an an average distance of 10 Km by M.T |
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