Public Works Department-PWD has published Tender For Stage Contract For Maintenance And Up Keep Of Roads During Parliamentary Elections 2024. Rnb Division Pulwama. Submission Date for this Tender is 06-05-2024. Road Work Tenders in pulwama Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-May-2024 | Corrigendum | Other | 06-05-2024 |
| Sl. No. | Item Description |
| 1 | Engagements of JCBfor execuation of works of various natures including Disposal of Excavated material all as per directions of Eic. |
| 2 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish,as directed by enginee-All kinds of soil |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed,( All kinds of Soil) |
| 4 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthas directed by Engineer-in-Charge. All kinds of soil : |
| 5 | Earth work in excavation by manualmeans in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed,( All kinds of Soil) |
| 6 | Supply and filling of RBM /Stone soling of specified size including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacityincluding carriage of the same from approved source upto site of work complete |
| 7 | Supply and filling of Khak bajri including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacityincluding carriage of the same from approved source upto site of work complete |
| 8 | Providing / laying of RCC Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. |
| 9 | 10"" |
| 10 | 12"" |
| 11 | 14"" |
| 12 | 16"" |
| 13 | 18"" |
| 14 | 20"" |
| 15 | 24"" |
| 16 | 28"" |
| 17 | 32"" |
| 18 | 36"" |
| 19 | 40"" |
| 20 | 48"" |
| 21 | Providing / laying of MS Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. |
| 22 | 6"" |
| 23 | 8"" |
| 24 | 10"" |
| 25 | 12"" |
| 26 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). |
| 27 | Scarifying metalled (water-bound) road surface including disposal of rubbishas directed and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 28 | Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 90 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including carriageofQuarry Crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(Finished work to be measured) 100mm compacted thickness |
| 29 | Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including carriageofQuarry Crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(Finished work to be measured) 75mm compacted thickness |
| 30 | Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including carriageofQuarry Crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(Finished work to be measured) 75mm compacted thickness |
| 31 | Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075 mm) to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, transporting the mix material by mechanical transport from the plant upto the site of work, laying the mixed material in uniform layers with mechanical paver finisher on well prepared surface and compacting the same with vibratory roller of 8 to 10 tonne capacity to achieve the desired density / compaction as per specifications and directions of Engineer Incharge, including cost and carriage of all materials, hire charges of machinery, all taxes etc complete |
| 32 | Providing and applying of tack coat using hot straight run bitumen of grade VG 10 @ 0.5Kg / Sqm ( on Bt surface surface) including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the xisting road surface as per specification including cost and carraige of all materials upto site of work complete |
| 33 | Providing and applying of tack coat using hot straight run bitumen of grade VG 10 @ 0.75 Kg / Sqm ( on WBM / WMM surface) including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the xisting road surface as per specification including cost and carraige of all materials upto site of work complete |
| 34 | 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-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. including cost and carraige of all materials upto site of work complete |
| 35 | Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, leveland alignment and rolling with smooth wheeled, vibratory and tander rollers to achieve the desired compaction and density as per specification,complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. including cost and carraige of all materials upto site of work complete |
| 36 | Providing and laying 6 mm thickseal 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. including cost and carraige of all materials upto site of work complete |
| 37 | Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 39 | Foundations, footings, bases for columns |
| 40 | Return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. |
| 41 | Suspended floors, roofings, landings, balcones and access plateform |
| 42 | 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. |
| 43 | 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. |
| 44 | Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto requiredlevel 1:2:4 (1cement: 2 fine sand: 4 graded stone aggregate 20mm nominal size)(Crushed). Including carriage of all materials involved with loading unloading and stacking complete. |
| 45 | Engagement of labour /Masdoor for one day |
| 46 | Engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees |
| 47 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 48 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive |
| 49 | Clearance of slipsdisposal lead upto 50 m and lift upto 1.5 m. |
| 50 | in ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 51 | in soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 52 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 53 | 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 foreignmaterial etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 54 | Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.Old work ( One or more coats) |
| 55 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 56 | 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 16.0 (Road Work) 224 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. 16.66.1 Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
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