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Canal Works Repair Of Existing Slope Lining And Raising Of Existing Wall At Right Side In Between Rd 300M To Rd 540M Of Talab Distributary For The Year 2024-25., sambalpur-Odisha

Water Resources Department-WRD has published Canal Works Repair Of Existing Slope Lining And Raising Of Existing Wall At Right Side In Between Rd 300M To Rd 540M Of Talab Distributary For The Year 2024-25.. Submission Date for this Tender is 03-04-2024. Canal Construction Tenders in sambalpur Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

42978177
Canal Works Repair Of Existing Slope Lining And Raising Of Existing Wall At Right Side In Between Rd 300M To Rd 540M Of Talab Distributary For The Year 2024-25.
Open Tender
Indian
Odisha
sambalpur
03-04-2024

Tender Details

Canal Works Repair Of Existing Slope Lining And Raising Of Existing Wall At Right Side In Between Rd 300M To Rd 540M Of Talab Distributary For The Year 2024-25.

Key Value

Document Fees
INR 6000 /-
EMD
INR 13859.0 /-
Tender Value
INR 13.85 Lakhs /-

BOQ Items

Name of Work:- “Repair of Existing Slope Lining and Raising of Existing wall at Right side in between RD 300m to RD 540m of Talab Distributary for the year 2024-25.”
Sl. No. Item Description
1Clearing and grubbing land in canal slope work including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thick. completeas directed by the Engineer-in-charge.
2Dismantling and removing lime concrete flooring 7.5 cm to 10 cm thick including stacking the useful materials for reuse and removing he debris within 50m lead and T&P required for the work etc.Complete as directed by the Engineer-in-charge.
3Earth work inexcavation of foundation in all kinds of soil including hard moorum,stoney earth mixed with boulder (except sheet rock and boulder required blasting)with all lead ,lifts and delifts includingdressing and levelling the bed & slope & depositing the excavated materials at places away from the work site with all leads,lifts and delifts including cost of all labour & dewatering if required and T&P required for the work etc.Complete as directed by the Engineer-in-charge.
4Filling in foundation and plinth with sand including watering and ramming with cost, conveyance, royalty etc. complete as per direction of the Engineer-in-Charge.
5Rigid & smooth centering and shuttering for PCC work including false work and dismantling them after casting including all cost of material and labour Plinth and foundation etc. complete as directed by the Engineer-in-charge. and T & P etc.Complete as directed by the Engineer-in-charge.
6Cement concrete (1:3:6) with40mm down graded hard granite metal of approved quality mixing by concrete mixture and placing manually,compacting with vibrator including cost of all materials,labour charges with all lead by mechanical means and placement within initial leads of 50m and initial lift of 1.50m for mixing concrete includingconveyance, royalty & taxes etc. of all materials, T&P, watering & curing, B&O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge.
7Supplying, fitting and placing un-coated M.S bar reinforcement complete as per drawing and technical specification etc. complete as directed by the Engineer-in-charge.
8Providing formwork for Concrete with F1 finish for upstream faces of dam,spillway ,glacis of barrages,unexposed surfaces of foundation .block joints etc.with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour,materials and T & P etc.Complete as directed by the Engineer-in-charge.
9Cement concreteCC(1:11/2:3) with CBHGcoarse aggregate 12mm chips of approved quality mixing by concrete mixture and placing manually,compacting with vibrator including cost of all materials,labour charges with all lead by mechanical means and placement within initial leads of 50m and initial lift of 1.50m for mixing concrete includingconveyance, royalty & taxes etc. of all materials, T&P, watering & curing, B&O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge.
10Cement concrete (1:2:4) with 12 mm hard granite chips of approved quality mixing by concrete mixture and placing manually,compacting with vibrator including cost of all materials,labour charges with all lead by mechanical means and placement within initial leads of 50m and initial lift of 1.50m for mixing concrete includingconveyance, royalty & taxes etc. of all materials, T&P, watering & curing, B&O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge.
1112 mm thick cement plaster (1:4)in finished smooth to inside smooth surface of brick walls afrer racking out joints including watering and curing etc.complete with cost,conveyance royalties,all taxes and cost of all materials and cost of all labour etc. as direction of the Engineer-in-charge.
12Providing weep holes in plain concrete abutment,wing wall with 100mm dia AC pipes extending through full width of the structures with slope of 1(V) : 20(H) toward drawing face with B&O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge.
13Filling in foundation and plinth with excavated earth including watering and rammingetc. complete as directed by the Engineer-in-charge.
14Earth work in excavation in hard soil and depositing the excavated materials in filling reaches of canal bank including rough dressing and breaking clods to maximum 5 cm to 7 cm andlaying in layers not exceeding 0.3m in depth with all leads, lifts, & delifts and all labour charges, B& O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge.
15Earth work in ordinary soil for desilting with all leads, lift and delifts including dressing and leveling the bed and slope and depositing the excaveted earth away from the work site with all leads lifts , sundries and T & P requared for the work site etccompleteas directed by the Engineer-in-charge.
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