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Repair And Strengthening Of Canal Bank And Protection Work In Patan Branch Canal Due To Flood Damage Between Ch.0 To 280, patan-Rajasthan

Command Area Development Authority-CADA has published Repair And Strengthening Of Canal Bank And Protection Work In Patan Branch Canal Due To Flood Damage Between Ch.0 To 280. Submission Date for this Tender is 03-10-2022. Canal Construction Tenders in patan Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

34098533
Repair And Strengthening Of Canal Bank And Protection Work In Patan Branch Canal Due To Flood Damage Between Ch.0 To 280
Open Tender
Indian
Rajasthan
patan
03-10-2022

Tender Details

Repair And Strengthening Of Canal Bank And Protection Work In Patan Branch Canal Due To Flood Damage Between Ch.0 To 280

Key Value

Document Fees
INR 500 /-
EMD
INR 9409.0 /-
Tender Value
INR 4.70 Lakhs /-

BOQ Items

Name of Work: Repair & Strengthening ofCanal Bank & Protection work in Patan Branch Canal due to Flood Damagebetween Ch.0 to 280.
Sl. No. Item Description
1ITEMS
2Excavation 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.
3Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor"s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect with Initial lead of 250m
4Watering of Earth including cost of carriage of water when source of water is up to 1 Km.
5Compaction of earth or highly weathered strata by manually or plain roller(density 90% of proctor)
6Providing and Laying in position of Cement concrete Nominal mix (1:3:6) 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 up to 20 mm.
7Side shuttering including proping etc complete (to achieve finish F2) for Block joints of foundation ,stilling basins,buckets,aprons,etc. (Non suspended horizontally laid mass concrete) for dowels etc.
8Supplying 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)
9Providing 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 upto20 mm.
10Random 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. completeIn cement sand mortar 1:5.
11Random 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 superstructure including curing with all leads of all construction materials including curing etc. completeIn cement sand mortar 1:5.cement sand mortar 1:5
12Providing and laying Cement concrete coping in (1:2:4) with maximum size ofcrushed broken aggregate up to 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm.
13Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materialsof thickness : 20 mm
14Providing laying & fixing in position RCC spun or hume pipe (IS 458-2003) with collars in required size packed in gasket for hume or spun yarn & neatly finished with rich grout ofcement mortar (1:3) perfectly air tight including testing of joints class NP-3.1000 mm dia
15R.R. Stone Masonary Kharanja with proper packing of chipping stones using hammer as per IS specification (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 Superstructure including all leads of all construction materials including curing etc. complete in 1:6 cement mortar.
16Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in Cement sand mortar 1:3.
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