Irrigation And Flood Control Department-IFCD has published Stage Contract)Annual Maintenance/Repairof Various Flood Structres Viz Crates,Rbm Bunds,Pcc Walls,Channelization Andvarious Repairs To Government Assetsand Allied Works Etcof Flood Control Sub Division Poonch/Surankote Inlcuding The Emergent Worksto Be Ca. Submission Date for this Tender is 07-05-2024. Canal Construction Tenders in poonch Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m,includinggettingoutexcavatedearthanddisposalofsurplus excavated earth as directed: 1mtr from cutting edge(AKOS) |
| 2 | 25 mtr beyond 1 m from cutting edge |
| 3 | 50 mtr beyond 1 m from cutting edge |
| 4 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposalofexcavatedearthleadupto50metersandlift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. |
| 5 | Earth work in bulk excavation by mechanical eans (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as wellas10 m2on plan)including disposalof excavatedearth lead upto50metersandliftupto1.5m,asdirectedbyEngineer-in- Charge. All kinds of soil. |
| 6 | Earthworkinroughexcavation,bankingexcavatedearthinlayers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes anddressingupinembankmentsforroads,floodbanks,marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil. |
| 7 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 8 | Deduct for not watering the excavated earth for banking. |
| 9 | Bankingexcavatedearthinlayersnotexceeding20cmindepth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankmentsforroads,floodbanks,marginalbanks,andguide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil. |
| 10 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil. |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesoffoundationsetc.inlayersnotexceeding20cmindepth, consolidating each deposited layer byramming and watering, lead upto 50 m and lift upto 1.5m. |
| 12 | Filling / Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 13 | ProvidingBA WIRE crates made from 4.00mm wire (Wires as per IS280) Machine woven both ends bent with the following meshes and nominal sectional weight.Mesh+toi(150x150+6;Sec.wtKg/sqm Size 6mx1.5m x1.5m with lids |
| 14 | Dumping stone excluding cost of stones. In Horizontal on level |
| 15 | Stone boulder (nallah) nominal size 225 mm (Stack measurements reduced by 15%) |
| 16 | Crates made of Mesh type 10x12 (D=100 mm) Zn+PVC coated. Mesh wire diameter 2.70/3.70 mm (ID/OD). |
| 17 | Crates made of Mesh type 10x12 (D=100 mm) Zn+10% Al alloy +PVC coated. Mesh wire diameter 2.70/3.70 mm (ID/OD). |
| 18 | Dismantling old protection work including cutting of crates and stacking of stones. |
| 19 | Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates |
| 20 | Extraction /collection and stacking of boulders within nallah pheriphery excluding all carriages |
| 21 | Dry stone pitching (any thickness) excluding cost of stones.On Horizontal |
| 22 | Dry stone pitching (any thickness) excluding cost of stones.On Slopes |
| 23 | Opening out old wire crates those and re-binding after filling. |
| 24 | Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-crates |
| 25 | Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials |
| 26 | Tipping stone-filled wire crates in position; including equipment charges. |
| 27 | Loading/Unloading sand/ earth filled Geo bags (2.83 cft) in lorries; lead upto 50m. |
| 28 | RandomRubblemasonrywithhardstoneinfoundationandplinth includinglevelingupwithcementconcrete1:6:12(1Cement:6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 29 | Providing and Laying PVC Polythene of special quality(LMR) |
| 30 | Supply of A4 Paper 75 GSM for sub divisional use |
| 31 | Carraige of materials by Mechanical transport: Earth upto 1 km |
| 32 | 2 km |
| 33 | 3 Km |
| 34 | 4 km |
| 35 | 5 km |
| 36 | Beyond 5 Km upto 10 km /km |
| 37 | Beyond 10 Km upto 20 km /km |
| 38 | Beyond 20 km /everyadditional Km |
| 39 | Crates upto 1 km |
| 40 | 2 km |
| 41 | 3 Km |
| 42 | 4 km |
| 43 | 5 km |
| 44 | Beyond 5 Km upto 10 km /km |
| 45 | Beyond 10 Km upto 20 km /km |
| 46 | Beyond 20 km /everyadditional Km |
| 47 | Stone /Boulder upto 1 km |
| 48 | 2 km |
| 49 | 3 Km |
| 50 | 4 km |
| 51 | 5 km |
| 52 | Beyond 5 Km upto 10 km /km |
| 53 | Beyond 10 Km upto 20 km /km |
| 54 | Beyond 20 km /everyadditional Km |
| 55 | 40 mm & above Agregrate 1 Km |
| 56 | 2 km |
| 57 | 3 Km |
| 58 | 4 km |
| 59 | 5 km |
| 60 | Beyond 5 Km upto 10 km /km |
| 61 | Beyond 10 Km upto 20 km /km |
| 62 | Beyond 20 km /everyadditional Km |
| 63 | below 40mm Aggregate 1 Km |
| 64 | 2 km |
| 65 | 3 Km |
| 66 | 4 km |
| 67 | 5 km |
| 68 | Beyond 5 Km upto 10 km /km |
| 69 | Beyond 10 Km upto 20 km /km |
| 70 | Beyond 20 km /everyadditional Km |
| 71 | Sand 1 km |
| 72 | 2 km |
| 73 | 3 Km |
| 74 | 4 km |
| 75 | 5 km |
| 76 | Beyond 5 Km upto 10 km /km |
| 77 | Beyond 10 Km upto 20 km /km |
| 78 | Beyond 20 km /everyadditional Km |
| 79 | Carraige of materials fromroad siteto site of work by manual labour including loading , unloading and stacking(Earth for First 50mtrs) |
| 80 | for every additional 50 mtrs |
| 81 | stone/Boulders for first 50 mtrs |
| 82 | for every additional 50 mtrs |
| 83 | 40 mm& above For First 50 Mtrs |
| 84 | for every additional 50 mtrs |
| 85 | below 40mm For First 50 Mtrs |
| 86 | for every additional 50 mtrs |
| 87 | Sand For First 50 Mtrs |
| 88 | Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. |
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