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Annual Repair And Maintenance Of Wss Manali Town In Tehsil Manali And Distt. Kullu H.P Sh Construction Of Wire Crate Work To Protect The Approach Road At Rd 185.50 Mtr. To 200.50 Mtr, manali-Himachal Pradesh

Irrigation And Public Health Department has published Annual Repair And Maintenance Of Wss Manali Town In Tehsil Manali And Distt. Kullu H.P Sh Construction Of Wire Crate Work To Protect The Approach Road At Rd 185.50 Mtr. To 200.50 Mtr. Submission Date for this Tender is 12-03-2024. Crates Tenders in manali Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42656358
Annual Repair And Maintenance Of Wss Manali Town In Tehsil Manali And Distt. Kullu H.P Sh Construction Of Wire Crate Work To Protect The Approach Road At Rd 185.50 Mtr. To 200.50 Mtr
Open Tender
Indian
Himachal Pradesh
manali
12-03-2024

Tender Details

Annual Repair And Maintenance Of Wss Manali Town In Tehsil Manali And Distt. Kullu H.P Sh Construction Of Wire Crate Work To Protect The Approach Road At Rd 185.50 Mtr. To 200.50 Mtr

Key Value

Document Fees
INR 250 /-
EMD
INR 13645.0 /-
Tender Value
INR 6.82 Lakhs /-

BOQ Items

Name of Work:- A/R & M/O WSS Manali Town in Tehsil Manali and Distt. Kullu H.P (S.H:- C/O wire crate work to protect the approach road at RD 185.50 mtr. to 200.50 mtr.)
Sl. No. Item Description
1Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction ofEngineer-in-charge with in all leads and lifts.
2Wire crates made of G.I. wire filled with boulders with square and cut faced against the wire ( Wire crates to be measured and paid for separately ) with in all leads ,lifts, carriage and to the entire satisfaction of engineer in charge.The weight of each boulder should not be less than 18 kgs. (Labour rate only)
3Wire crates made of G.I. wire filled with boulders with square and cut faced against the wire ( Wire crates to be measured and paid for separately ) with in all leads ,lifts, carriage and to the entire satisfaction of engineer in charge.The weight of each boulder should not be less than 18 kgs.
4Wire crates made of G.I. wire filled with boulders with square and cut faced against the wire ( boulder fillings to be measured and paid for separately)with in all leads ,lifts, carriage and to the entire satisfaction of engineer in charge. G.I. wire 5 mm thick corresponding to SWG-8 15cmx15cm mesh.
5Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
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