Public Works Department-PWD has published Special Repair Of Uklana Gajuwala To Dhani Bilaspur Km 1 . 00 To 1 . 48 ( Road Id 5461 ) In Fatehabad Distt . . Submission Date for this Tender is 03-05-2021. Road Work Tenders in Fatehabad Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Special Repair of Uklana Gajuwala to Dhani Bilaspur Km 1.00 to 1.48 (Road ID 5461) in Fatehabad Distt. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Preparation of berms including filling of Earth work, excavation and cutting of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT at Section -9.\nNote:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer. | BI01010001010000000000000515BI0100001113 | 0.48 | Km (Per Kilo Metre) |
| 2 | 2 | Dismantling of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer (NS) | BI01010001010000000000000515BI0100001114 | 417.6 | Cum (Per Cubic Metre) |
| 3 | 3 | Providing and laying 75 mm thick granular sub base consisting of drainage cum drainage layer confirming to Table 400.1 Grading –III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. \nNote: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).\n2. Materials to be used and operations of manufacturing shall be approved by the engineer. | BI01010001010000000000000515BI0100001115 | 187.2 | Cum (Per Cubic Metre) |
| 4 | 4 | Providing and laying 75 mm thick granular sub base consisting of drainage cum filter layer confirming to Table 400.1 Grading –VI of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. \nNote: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).\n2. Materials to be used and operations of manufacturing shall be approved by the engineer. | BI01010001010000000000000515BI0100001116 | 187.2 | Cum (Per Cubic Metre) |
| 5 | 5 | Manufacturing, supplying and laying of precast cement concrete rectangular block ( 0.45 M x 0.30 M x 0.15 M ) M-30 grade using minimum cement concrete 400 Kg/ per cum with digital batching plant duly compacted with table vibration including setting in position over bed prepared with 25mm thick fine sand and filling up the joints with fine sand (NS). | BI01010001010000000000000515BI0100001117 | 83.52 | Cum (Per Cubic Metre) |
| 6 | 6 | Relaying old CC blocks over 25 mm thick fine sand including transportation from road side where stacked excluding cost of CC blocks and complete in all respect as per specifications (NS). | BI01010001010000000000000515BI0100001118 | 334.08 | Cum (Per Cubic Metre) |
| 7 | 7 | Providing & fixing public information board consisting of 75 mm GI Pipe of size 2.45 m x 1.15 m with 900 mm x 900 mm GI sheet 16 gauge connected/ welded with 5 mm thick steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect | BI01010001010000000000000515BI0100001113 | 2 | Each |
| 8 | 8 | Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction, including disposal of all surplus soil as directed within a lead of 30 Mtrs. (HSR 6.6) | BI01010001010000000000000515BI0100001114 | 398.1 | Cum (Per Cubic Metre) |
| 9 | 9 | Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.39) | BI01010001010000000000000515BI0100001115 | 75.6 | Cum (Per Cubic Metre) |
| 10 | 10 | Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.41) | BI01010001010000000000000515BI0100001116 | 21.6 | Cum (Per Cubic Metre) |
| 11 | 11 | Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. (HSR 10.82 + 10.95 (a) | BI01010001010000000000000515BI0100001117 | 19.2 | Cum (Per Cubic Metre) |
| 12 | 12 | First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4) | BI01010001010000000000000515BI0100001118 | 114 | Cum (Per Cubic Metre) |
| 13 | 13 | 12 mm thick cement plaster 1:4 (HSR 15.5) | BI01010001010000000000000515BI0100001113 | 270 | Sqm (Per Square Metre) |
| 14 | 14 | Fe-500 EQR TMT steel bars for RCC, works, where not included in the complete rate of RCC including bending, binding and placing in position complete. Tata, Tiscon will be prefered. In case of non avaibility RINL, SAIL will be prefered (HSR 18.22) | BI01010001010000000000000515BI0100001114 | 17.4 | Qtl. (Per Quintal) |
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