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Tender For Urgent Work Of Lmc 294 To 399 Of Jakham Canal System And Handakhera Rmc Rd 22.0Km To 23.0Km - Removal Of Slit/Soil/Earth, Sand, Pebbles,Malba , Debris, Rubbish, Stone Pebbles & Obstruction Deposited In Canal Bed Up To Design Line Grade And Sect, Udaipur-Rajasthan

Water Resources Department has published Tender For Urgent Work Of Lmc 294 To 399 Of Jakham Canal System And Handakhera Rmc Rd 22.0Km To 23.0Km - Removal Of Slit/Soil/Earth, Sand, Pebbles,Malba , Debris, Rubbish, Stone Pebbles & Obstruction Deposited In Canal Bed Up To Design Line Grade And Sect. Submission Date for this Tender is 19-02-2025. Canal Construction Tenders in Udaipur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

47718638
Tender For Urgent Work Of Lmc 294 To 399 Of Jakham Canal System And Handakhera Rmc Rd 22.0Km To 23.0Km - Removal Of Slit/Soil/Earth, Sand, Pebbles,Malba , Debris, Rubbish, Stone Pebbles & Obstruction Deposited In Canal Bed Up To Design Line Grade And Sect
Tender
Indian
Rajasthan
Udaipur
19-02-2025

Tender Details

Tender For Urgent Work Of Lmc 294 To 399 Of Jakham Canal System And Handakhera Rmc Rd 22.0Km To 23.0Km - Removal of slit/soil/earth, sand, pebbles,Malba , debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For depth above 30cm. 2 Hydraulic excavator/ loader like JCB/ Poclain, Hitachi etc. with all accessories (for actual site working, idle period) having bucket capacity above 0.75 cum 3 Side shuttering including propping etc. complete (to achieve finish F 2 for :Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc. 4 Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:2:4 with plum,Max size of Aggregate 20 mm 5 Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786-1985) 6 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. 300mm NP3 7 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. 600mm NP3 8 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. 1000mm NP3 9 Cement concrete lining of nominal mix (1:3:6) with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering and curing etc. complete for canal side lining of thickness. 7.5 cm 10 Cement concrete lining of nominal mix (1:3:6) with, upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering, compaction and curing etc. complete for canal bed of thickness. 7.5 cm 11 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, 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 40 mm 12 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm 13 Plaster in cement sand mortar 1:6 including racking of joints, smooth finishingandcuring etc. completeincluding all leads of all construction materials , of thickness:12mm 14 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 with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:6 15 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) 40 mm 16 Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.Phyliteandother hard rock requiring nominal blasting 17 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft/Loose soil 18 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil

Key Value

Document Fees
INR 1000 /-
EMD
INR 29380.0 /-
Tender Value
INR 14.69 Lakhs /-
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