Military Engineer Services-MES has published Special Repairs Of Road Including Road Furniture At 6Ttr Ponda Goa. Submission Date for this Tender is 20-05-2020. Road furniture Tenders in GE PANAJI GOA Goa. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-Apr-2020 | EXTENSION OF BID DATE | Date | 14-04-2020 |
| 2 | 13-Apr-2020 | EXTENSION OF BID DATE FIRST | Date | 20-04-2020 |
| 3 | 15-Apr-2020 | EXTENTION OF BID DATE SECOND | Date | 15-05-2020 |
| 4 | 13-May-2020 | EXTENTION OF BID DATE THIRD | Date | 20-05-2020 |
| Name of Work : REPAIRS TO ROAD INCLUDING ROAD FURNITURE AT 6 TTR Ponda Goa | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed. | 495 | 10 Sqm | |
| 2 | 2 | M & L for applying tack coat with cationic bitumen emulsion RS-1 grade at the rate of 3 kg per 10 sqm of surface complete all as specified and as directed. | 495 | 10 Sqm | |
| 3 | 3 | Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc., cutting around edges to at least 25 mm in depth, making good by applying tack coat with cationic bitumen emulsion RS-1 grade at the rate of 3 kg per 10 sqm, putting in bituminous macadam thickness consolidated/ compacted thickness using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. \nNote :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.\n(ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 30 per kg. | 39 | 10 Sqm | |
| 4 | 4 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm, depth of pothole not exceeding 50 mm including rolling over the broken surfaces using 8 to 10 tonnes power roller to required camber and gradient complete all as specified and as directed. | 39 | 10 Sqm | |
| 5 | 5 | M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed.\nNote :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.\n\n(ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 30 per kg. | 29.25 | Cum | |
| 6 | 6 | M & L for semi dense bituminous concrete 40 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG 30 grade) @ 4.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as directed.\nNote :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.\n(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 30 per kg. | 495 | 10 Sqm | |
| 7 | 7 | M & L for light wearing surfaces with light grade aggregate (Moorum/ Red Bajra) including watering ramming/rolling and finishing etc complete spread thickness 75mm. | 202.5 | Cum | |
| 8 | 8 | Rolling and consolidating formation surfaces with power roller 8 to 12 tonne including watering, consolidating to required level, gradient, camber etc. in cutting, filling in hollows and depressions in the process complete all as specified and as directed. | 270 | 10 Sqm | |
| 9 | 9 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, 20% 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 all as specified and as directed. | 300 | Sqm | |
| 10 | 10 | Supply and fix rubber speed bump of size 50 mm (height) X 380 mm (width) X 500 mm (length), ABS block black and yellow & reflectors on both sides including necessary fixing arrangements with epoxy/thermoplastic adhesive and anchor bolts all as per manufacturers instructions and complying to guidelines issued by Min of Road Transport. etc. complete and as per direction of Engineer-in-charge. | 35 | RM | |
| 11 | 11 | S&F Glow studs (cat's eye) of size 80 to 100mm X 80 to 100mm X 15 to 20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High Impact Polystyrene) or ABS having elctronically welded micro lens with abrasion resistant coating as approved by E-in-C. The cat eye shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surfsce shall be 35+-/-5 degrees to base. The reflective panels on both sides with a least 12cm of reflective area up each side. The luminance intensity should be as per specifiation and shall be tested as described in ASTM I:809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recomemended by manufacturer complete and as per direction of Engineer in Charge. | 1000 | Each | |
| 12 | 12 | S&F ABS Solar LED studs of standard size 120mm X 110mm X 25-32mm, solar controller, fixing with epoxy adhesive, anchoing bolt nail etc as per manufacturers instructions etc complete all as specified and directed. | 42 | Each |
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