Public Works Department-PWD has published Tender For Stage Contract For Upkeep And Routine , Repair Maintenance Of Arterial Roads Along With Footpaths And Road Furniture , Under The Territorial Jurisdiction Of Rnb Sub Division Ist Srinagar Core.. Submission Date for this Tender is 06-05-2024. Road furniture Tenders in srinagar Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, lead up to 50 meter and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | 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, within a lead of 50 meters. |
| 3 | Providing and laying granular sub base material (graded) including, spreading in layers not exceeding 150mm thick layer and consolidation with 8-10 Tonne power road roller to the required grade and camber including all leads, lifts and carriages up to site of work complete. |
| 4 | Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 5 | 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) |
| 6 | Supplying, stacking and laying water bound macadam base course with stone aggregate 63-45mm size, stone screening 13.2mm size and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8-10 tonne capacity including carriage of all materials as involved upto site of work complete. Finished work to be measured (75 mm compacted thicknesses). |
| 7 | Supplying, stacking and laying water bound macadam base course with stone aggregate 53-22.4mm size, stone screening 11.2mm size and binding material as per MORTH specifications including screening, sorting, spreading to template and consolidation with power road roller of 8-10 tonne capacity including carriage of all materials from sources upto site of work complete. Finished work to be measured (75 mm compacted thicknesses). |
| 8 | Clearance of drains (manual means) by way of removing accumulated / deposited mulba, silt, rubbish vegetation, etc, including disposal of the same beyond municipal limits or as directed by the EIC including loading and unloading etc complete. |
| 9 | 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. |
| 10 | Taking out of existing Devri / kerb stones including cleaning the same and re-fixing in position to the required level line and curvatures in cement mortar 1:3 20mm thick (1 cement: 3 fine sand) including providing and laying of cement concrete block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) and shuttering as per the direction of EIC including all carriages of materials as involved upto site of work and disposal of unserviceable materials got from dismantling outside the municipal limits complete (finished work to be measured) |
| 11 | 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). |
| 12 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ liter. |
| 13 | Painting on steel work with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on old work (one or more coats |
| 14 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 15 | Providing and laying of 300mm dia. RCC spun pipes as X - drainage in position to the required slopes and grades including earth work in excavation and refilling the same and providing of proper cushioning including carriages of pipes upto site of work complete. |
| 16 | Providing and laying of 300mm dia. M.S pipes as X - drainage in position to the required slopes and grades including earth work in excavation and refilling the same and providing of proper cushioning including carriages of pipes upto site of work complete. |
| 17 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 18 | 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. |
| 19 | a) Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
| 20 | b) Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm. |
| 21 | Providing and fixing High intensity heat activated Retro-reflective PVC Tape / sheeting of approved brand and manufacture including adhesion to surface and all costs. |
| 22 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 23 | a. Beyond 30 cm girth upto and including 60 cm girth. |
| 24 | b. Beyond 60 cm girth upto and including 120 cm girth |
| 25 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2mm size and 11.2mm size respectively, per 100 Sqm and 52 Kg and 56 Kg of hot bitumen per cum of stone chippings of 13.2nn and 11.2mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete 16.40.1 with paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per Kg of asphalt. |
| 26 | 2.5 cm Cold Mixed Dense Bituminous Concrete (CMSDBC)consisting of coarse aggregate, fine aggregate and filler (Conforming the requirement given in Table 7.1of IRC SP 100 ) in suitable proportion mixed with sufficient quantity of mixing water and cationic bitumen emulsion , with Binder content (residual bitumen) by weight of total mix (%) min 5.5 , preparing the surface manually , brooming , applying priming coat using low viscosity bitumen emulsion @ 0.75 kgs/sqm , tack coat application of bitumen emulsion @0.25 kgs /sqmincluding consolidation with road roller of 6 to 9 tonne |
| 27 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 28 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 29 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 30 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 31 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 32 | 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.up to floor V level, including curing but excluding the cost of centering, shuttering and finishing with 1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 33 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate. |
| 34 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 35 | 12mm Cement plaster of mix: 1:6 ( 1 cement : 6 coarse sand) |
| 36 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 37 | Foundations, footings, bases for columns |
| 38 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc |
| 39 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 40 | Providing and fixing manhole cover (C.I) 600x600mm size complete as per directions of EIC. |
| 41 | Engagement of manual labour / JCB for dressing of shoulders of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift as per the requirement of site all complete as per the instructions of EIC. |
| 42 | Manual labour. |
| 43 | JCB |
| 44 | Demolishing RCC work by mechanical means & stockpiling at designated locations & disposal of dismantled materials upto a lead of 1 kilometer, stacking serviceable & unserviceable material separately including cutting reinforcement bars |
| 45 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix) |
| 46 | Supplying and filling in plinth,trenches, sunken portions of road etc. with sand including, watering, ramming, consolidating and dressing complete. |
| 47 | Engagement of Tata Mobile / load carrier for carriage of materials from Divisional Store to site of work complete as per directions of EIC. |
| 48 | Carriage of material from source to site of work by mechanical transport including stacking at site complete. Sand + Aggregate below 40mm nominal size. |
| 49 | 10 Kms avg. lead |
| 50 | 15 Kms avg. lead |
| 51 | 20 Kms Avg. lead. |
| 52 | Carriage of material from source to site of work by mechanical transport including stacking at site complete. Aggregate above 40mm nominal size |
| 53 | 10 Kms avg. lead. |
| 54 | 15 Kms avg. lead |
| 55 | 20 Kms Avg. lead. |
| 56 | 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 Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 57 | Providing and laying semi- dense Bituminous concrete using crushed stone 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, level and alignment and rolling with smooth wheeled, vibratory and tandem 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 Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 58 | 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. |
| 59 | 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 |
| 60 | 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. |
| 61 | On bitumen surface @ 0.50 Kg/sqm. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
