Water Resources Department-WRD has published Tender For Construction Of Quarry Rubish Road From Village Khod To Samia Including Cd Work Cum Culvert Under Rewa Mip.. Submission Date for this Tender is 28-05-2024. Road Work Tenders in jhalawar Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Item Description |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift up to 1.50 m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. |
| 3 | Hard soil mixed with kankar / boulders/ morrum |
| 4 | Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; (For mix design Cement content considered 320 kg/ cum of concrete) |
| 5 | 40 mm |
| 6 | Random rubble stone masonry (using R.R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 Kg) for foundation including curing all leads of all construction materials including curing etc. complete. |
| 7 | Cementconcrete (1:2:4) M-15 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to |
| 8 | 20 mm |
| 9 | Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materialsof thickness: |
| 10 | 20 mm |
| 11 | Providing, laying and fixing in position RCC spun or Hume pipe with collars (ISI 458-2003) in required size packed in gasket for Hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. Internal Diameter 900 mm Class NP-3 |
| 12 | Providing, laying and fixing in position RCC spun or Hume pipe with collars (ISI 458-2003) in required size packed in gasket for Hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. Internal Diameter 250 mm Class NP-3 |
| 13 | Refilling the excavation earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water including loading and un-loading wherever required with cost of dewatering wherever required. |
| 14 | Earth work in rough (borrow area ) excavation for embankment in hard soil, morrum or highly weathered strata dry or moist including laying in layers of 20cm (before compaction) breaking of clods ,sorting of grass , pebbles etc. and dressing when compacted by manually or plain with initial lead of 250 m and lift up to 1.5 m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect. |
| 15 | Add extra for each subsequentlead of 500m or part there of beyond ½ Km and up to 5 km |
| 16 | Watering of earth includign cost of carriage of water when source of water is up to 1.00 Km |
| 17 | Compaction of earth or highly weathered strata by manually or plain roller. (Density 90% of Proctor) |
| 18 | Quarry spalls properly screened and graded but not more than 10 cm and not less than 10 mm in size including all lead and lift. |
| 19 | Spreading of quarry rubbish / spalls / murranda to required grade & camber in layers not exceeding 15 cm. thickness (loose) as per specifications including dressing etc. complete. |
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