Rural Works Department has published Periodical Maintenance Such As Renewal Coat With Sdbc Of Road-A - Rd Road - Bhaliadhipa (Package No. Or-21-374-B), Road-B - Bhaliadhipa Chhak - Sunahaja (Package No. Or-21-374-A) , Road-C - Gadigaon - Fulbadia (Package No-Or-21-229-B) , Road-D - Dhabaniso. Submission Date for this Tender is 30-04-2021. Road Work Tenders in Baripada, Mayurbhanj Odisha. Bidders can get complete Tender details and download the document.
| Name of Work: Periodical maintenance such as renewal coat with SDBC of Road-A - RD Road - Bhaliadhipa (Package No. OR-21-374-B), Road-B - Bhaliadhipa Chhak - Sunahaja (Package No. OR-21-374-A) , Road-C - Gadigaon - Fulbadia (Package No-OR-21-229-B) , Road-D - Dhabanisole - Makund (Package No-OR-21-331) , Road-E - Sureidihi - Chakundapada (Package No-OR-21-223-B) , Road-F - Durgapur - Angaria (Package No-OR-21-371) for 2020-21 in the District of Mayurbhanj. (Package No- PR- BPD-07) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing grass and removal of rubbish from berms and disposing off upto a distance of 50m outside the peiphery of the area asper direction of Engineer in charge | |||
| 2 | 1.01 | Road-A | 11271 | Sqm | |
| 3 | 1.02 | Road-B | 20448 | Sqm | |
| 4 | 1.03 | Road-C | 12600 | Sqm | |
| 5 | 1.04 | Road-D | 29120 | Sqm | |
| 6 | 1.05 | Road-E | 18368 | Sqm | |
| 7 | 1.06 | Road-F | 16835 | Sqm | |
| 8 | 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 mtrs | |||
| 9 | 2.01 | Road-B | 508.82 | Sqm | |
| 10 | 2.02 | Road-C | 457.25 | Sqm | |
| 11 | 2.03 | Road-D | 982 | Sqm | |
| 12 | 2.04 | Road-E | 453.5 | Sqm | |
| 13 | 2.05 | Road-F | 406.6 | Sqm | |
| 14 | 3 | Reworking the scarified bituminous surface after supplementing the base materials with sand and water compacting with PRR including hire and running charges of PRR cost conveyance royalty taxes of all material T&P sundries etc complete as per clause 501.8.3.2 of MORT&H specification for road and bridges work and direction of Engineer in charges. | |||
| 15 | 3.01 | Road-B | 508.82 | Sqm | |
| 16 | 3.02 | Road-C | 457.25 | Sqm | |
| 17 | 3.03 | Road-D | 982 | Sqm | |
| 18 | 3.04 | Road-E | 453.5 | Sqm | |
| 19 | 3.05 | Road-F | 406.6 | Sqm | |
| 20 | 4 | Providing laying and compacting graded stone agregate to Water Bound Macadum -III specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge . | |||
| 21 | 4.01 | Road-A | 14.11 | Cum | |
| 22 | 4.02 | Road-B | 38.18 | Cum | |
| 23 | 4.03 | Road-C | 34.31 | Cum | |
| 24 | 4.04 | Road-D | 73.66 | Cum | |
| 25 | 4.05 | Road-E | 33.6 | Cum | |
| 26 | 4.06 | Road-F | 30.5 | Cum | |
| 27 | 5 | Cleaning the existing black topped surface with removal of foreigen materials with brooms or soft brushes and finaly dusting with old gunny bags / or compressed air to remove bituminous. | |||
| 28 | 5.01 | Road-A | 6331.77 | Sqm | |
| 29 | 5.02 | Road-B | 10021.9 | Sqm | |
| 30 | 5.03 | Road-C | 7653.78 | Sqm | |
| 31 | 5.04 | Road-D | 14158.9 | Sqm | |
| 32 | 5.05 | Road-E | 7976.11 | Sqm | |
| 33 | 5.06 | Road-F | 13779.5 | Sqm | |
| 34 | 6 | Scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 37.5mm thick built up spray grouting in one layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries including cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge. | |||
| 35 | 6.01 | Road-A | 73.3 | Sqm | |
| 36 | 6.02 | Road-B | 138 | Sqm | |
| 37 | 6.03 | Road-C | 69.55 | Sqm | |
| 38 | 6.04 | Road-D | 216.25 | Sqm | |
| 39 | 6.05 | Road-E | 133.35 | Sqm | |
| 40 | 6.06 | Road-F | 141.15 | Sqm | |
| 41 | 7 | Providing & applying Primer Coat with Btumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Manual means . | |||
| 42 | 7.01 | Road-A | 1502.5 | Sqm | |
| 43 | 7.02 | Road-B | 3083.32 | Sqm | |
| 44 | 7.03 | Road-C | 457.25 | Sqm | |
| 45 | 7.04 | Road-D | 982 | Sqm | |
| 46 | 7.05 | Road-E | 447.8 | Sqm | |
| 47 | 7.06 | Road-F | 406.6 | Sqm | |
| 48 | 8 | Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with Manual brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) [Output-5889 sqm] | |||
| 49 | 8.01 | Road-A | 8095.7 | Sqm | |
| 50 | 8.02 | Road-B | 13752 | Sqm | |
| 51 | 8.03 | Road-C | 10354 | Sqm | |
| 52 | 8.04 | Road-D | 19038.2 | Sqm | |
| 53 | 8.05 | Road-E | 10729.9 | Sqm | |
| 54 | 8.06 | Road-F | 16122.4 | Sqm | |
| 55 | 9 | Providing & laying surface dressing with 12kg penitration grade of bitumen and 0.15cum of 19mm size nominal chips per 10sqm and rolling with P.R.R including hire and runnuing charges of P.R.R with all cost,conveyance,royalty,taxes, labout, T&P and cess etc. complete as directed by the Engineer-in-charge | |||
| 56 | 9.01 | Road-A | 1575.8 | Sqm | |
| 57 | 9.02 | Road-B | 3221.32 | Sqm | |
| 58 | 9.03 | Road-C | 2242.8 | Sqm | |
| 59 | 9.04 | Road-D | 3897.25 | Sqm | |
| 60 | 9.05 | Road-E | 2305.75 | Sqm | |
| 61 | 9.06 | Road-F | 1936.25 | Sqm | |
| 62 | 10 | Providing and laying S.D.B.C of 25mm thick on prepared surface and laying with paver finisher to the required level rolling with paver finisher etc complete. | |||
| 63 | 10.01 | Road-A | 163 | Cum | |
| 64 | 10.02 | Road-B | 263.27 | Cum | |
| 65 | 10.03 | Road-C | 202.79 | Cum | |
| 66 | 10.04 | Road-D | 378.53 | Cum | |
| 67 | 10.05 | Road-E | 210.6 | Cum | |
| 68 | 10.06 | Road-F | 354.66 | Cum | |
| 69 | 11 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 20mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 of MoRD. | |||
| 70 | 11.01 | Road-B | 100.48 | Cum | |
| 71 | 11.02 | Road-E | 70.88 | Cum | |
| 72 | 12 | Earth work in excavation of foundation in all kinds of soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C. | |||
| 73 | 12.01 | Road-A | 28.5 | Cum | |
| 74 | 12.02 | Road-F | 71.82 | Cum | |
| 75 | 13 | Filling foundation and plinth with sand well watered and rammed including cost conveyance royalty of sand and labour etc complete. | |||
| 76 | 13.01 | Road-A | 4.5 | Cum | |
| 77 | 13.02 | Road-F | 10.26 | Cum | |
| 78 | 14 | P.C.C. work in open foundation of M-15 grade as per drawing & technical specification including cost of all materials labour T&P etc complete. | |||
| 79 | 14.01 | FOUNDATION | |||
| 80 | 14.02 | Road-A | 4.5 | Cum | |
| 81 | 14.03 | Road-F | 10.26 | Cum | |
| 82 | 14.04 | SUB-STRUCTURE | |||
| 83 | 14.05 | Road-A | 41.1 | Cum | |
| 84 | 14.06 | Road-F | 97.2 | Cum | |
| 85 | 15 | Rough stone dry packing in approns and revetment with hard granite stone 30cm and above size. | |||
| 86 | 15.01 | Road-F | 97.2 | Cum | |
| 87 | 16 | Gravel backing to approns and revetments with good quality moorum/sand and moorum admixture satisfying Liquid limit below 25 and P.I.value within 6 as per approved drawing with cost,conveyance,royalty,taxes of all materials ,all labours, T&P sundries complete as per specification and direction of Engineer-in-Charge. | |||
| 88 | 16.01 | Road-F | 48.6 | Cum | |
| 89 | 17 | Earth work in hard soil with mechanical leads and lifts including rough dressing and breaking clouds to 5cm to 7cm sizes and laying in layers not exceeding 0.30 mtr height in depth including royality etc complete as per specification and direction of the E-I-C. | |||
| 90 | 17.01 | Road-A | 126.2 | Cum | |
| 91 | 17.02 | Road-B | 261.39 | Cum | |
| 92 | 17.03 | Road-C | 112.21 | Cum | |
| 93 | 17.04 | Road-D | 197.4 | Cum | |
| 94 | 17.05 | Road-E | 115.35 | Cum | |
| 95 | 17.06 | Road-F | 236.56 | Cum | |
| 96 | 18 | Providing and laying granular sub-base with moorum and laying in layer not exceeding 100 mm thick including watering and compacting with PRR including hire and running of PRR | |||
| 97 | 18.01 | Road-A | 90 | Cum | |
| 98 | 18.02 | Road-B | 620.1 | Cum | |
| 99 | 18.03 | Road-C | 252 | Cum | |
| 100 | 18.04 | Road-D | 441 | Cum | |
| 101 | 18.05 | Road-E | 229.01 | Cum | |
| 102 | 18.06 | Road-F | 482.06 | Cum | |
| 103 | 19 | Reinforced cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc complete | |||
| 104 | 19.01 | Road-A | 130 | No | |
| 105 | 19.02 | Road-B | 120 | No | |
| 106 | 19.03 | Road-C | 116 | No | |
| 107 | 19.04 | Road-D | 184 | No | |
| 108 | 19.05 | Road-E | 120 | No | |
| 109 | 19.06 | Road-F | 140 | No | |
| 110 | 20 | Maintenance of Hume pipe culverts by way of clearing,cleaning,erosion repairs to cracks,parapet walls and protection work as per drawing and Technical Specification clause 1908 of MORD. | |||
| 111 | 20.01 | Road-A | 8 | No | |
| 112 | 20.02 | Road-B | 8 | No | |
| 113 | 20.03 | Road-C | 6 | No | |
| 114 | 20.04 | Road-D | 12 | No | |
| 115 | 20.05 | Road-E | 8 | No | |
| 116 | 20.06 | Road-F | 10 | No | |
| 117 | 21 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification clause 1915 | |||
| 118 | 21.01 | Road-A | 154.76 | Sqm | |
| 119 | 21.02 | Road-B | 203.88 | Sqm | |
| 120 | 21.03 | Road-C | 150.97 | Sqm | |
| 121 | 21.04 | Road-D | 291.31 | Sqm | |
| 122 | 21.05 | Road-E | 223.59 | Sqm | |
| 123 | 21.06 | Road-F | 273.48 | Sqm | |
| 124 | 22 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per claouse 1701.3.9 of MORD eor rurals road of required shade and colour supported and welded on 47 mm X47 mmX12 SWG sheet tube firmly fixed to the ground by mean of proporly designed foundation with M-15 Grade cement concrete 450X450 X600 mm,600 mm below ground level as per approved drawing clause 1701.2.2 | |||
| 125 | 22.01 | 900MM EQUILATERAL & TRIANGLE | |||
| 126 | 22.02 | Road-A. \n | 25 | No | |
| 127 | 22.03 | Road-B \n | 30 | No | |
| 128 | 22.04 | Road-C \n | 26 | No | |
| 129 | 22.05 | Road-D \n | 60 | No | |
| 130 | 22.06 | Road-E \n | 22 | No | |
| 131 | 22.07 | Road-F\n | 40 | No | |
| 132 | 23 | Reinforced cement concrete M-15 Grade Kilometre stone of standard designs as per IRC-8-1980 ,Fixing in position including painting & printing etc complete \n | |||
| 133 | 23.01 | A) ORDINARY KM STONE | |||
| 134 | 23.02 | Road-A. \n | 3 | No | |
| 135 | 23.03 | Road-B \n | 7 | No | |
| 136 | 23.04 | Road-C \n | 4 | No | |
| 137 | 23.05 | Road-D \n | 6 | No | |
| 138 | 23.06 | Road-E \n | 5 | No | |
| 139 | 23.07 | Road-F\n | 6 | No | |
| 140 | 23.08 | B) 200 MTR STONE | |||
| 141 | 23.09 | Road-A. \n | 8 | No | |
| 142 | 23.1 | Road-B \n | 10 | No | |
| 143 | 23.11 | Road-C \n | 8 | No | |
| 144 | 23.12 | Road-D \n | 20 | No | |
| 145 | 23.13 | Road-E \n | 12 | No | |
| 146 | 23.14 | Road-F\n | 10 | No |
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