Stage contract for annual repairs and maintenance of various structures viz RBM Bunds, Boulder Bunds, PCC Walls, Channelization, crates, Buildings and other necessary works as and when required of Irrigation and Flood Control Sub-Division No.Ans-II of I&FC Division Rajouri- 1 Stage contract for I&FC Division Rajouri 2 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) 3 25 mtr beyond 1 m from cutting edge 4 50 mtr beyond 1 m from cutting edge 5 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. 6 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. 7 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. 8 Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : 9 Deduct for not watering the excavated earth for banking. 10 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. 11 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :All kinds of soil. 12 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. 13 Filling / Hand-packing stones in wire-crates; excluding cost of crates and stones 14 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 15 Dumping stone excluding cost of stones. In Horizontal on level 16 Stone boulder (nallah) nominal size 225 mm(Stack measurements reduced by 15%) 17 Crates made of Mesh type 10x12 (D=100 mm) Zn+PVC coated. Mesh wirediameter 2.70/3.70 mm (ID/OD). 18 Crates made of Mesh type 10x12 (D=100 mm) Zn+10% Al alloy +PVCcoated. Mesh wire diameter 2.70/3.70 mm (ID/OD). 19 Dismantling old protection work including cutting of crates and stackingof stones. 20 Constructing vertical bunds with sloping faces, by boulder filling (dry,hand packed tightly); including cost of stones but excluding cost of wirecrates 21 Extraction /collection and stacking of boulders within nallah pheriphery excluding all carriages 22 Dry stone pitching (any thickness) excluding cost of stones.On Horizontal 23 Dry stone pitching (any thickness) excluding cost of stones.On Slopes 24 Opening out old wire crates those and re-binding after filling. 25 Extra for every additional lift of 1.5 m or part there of beyond 1.5 mheight for hand-packing of stones in wire-crates 26 Making knitted wire crates of approved mesh-size; including weaving,binding sides and partitions, and binding top after filling; excluding costof filling, stones and weaving materials 27 Tipping stone-filled wire crates in position; including equipmentcharges. 28 Loading/Unloading sand/ earth filled Geo bags (2.83 cft) in lorries; lead upto 50m. 29 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 30 Providing and Laying PVC Polythene of special quality(LMR) 31 Supply of A4 Paper 75 GSM for sub divisional use 32 Carraige of materials by Mechanical transport: Earth upto 1 km 33 2 km 34 3 Km 35 4 km 36 5 km 37 Beyond 5 Km upto 10 km /km 38 Beyond 10 Km upto 20 km /km 39 Beyond 20 km /everyadditional Km 40 Crates upto 1 km 41 2 km 42 3 Km 43 4 km 44 5 km 45 Beyond 5 Km upto 10 km /km 46 Beyond 10 Km upto 20 km /km 47 Beyond 20 km /everyadditional Km 48 Stone /Boulder upto 1 km 49 2 km 50 3 Km 51 4 km 52 5 km 53 Beyond 5 Km upto 10 km /km 54 Beyond 10 Km upto 20 km /km 55 Beyond 20 km /everyadditional Km 56 40 mm & above Agregrate 1 Km 57 2 km 58 3 Km 59 4 km 60 5 km 61 Beyond 5 Km upto 10 km /km 62 Beyond 10 Km upto 20 km /km 63 Beyond 20 km /everyadditional Km 64 below 40mm Aggregate 1 Km 65 2 km 66 3 Km 67 4 km 68 5 km 69 Beyond 5 Km upto 10 km /km 70 Beyond 10 Km upto 20 km /km 71 Beyond 20 km /everyadditional Km 72 Sand 1 km 73 2 km 74 3 Km 75 4 km 76 5 km 77 Beyond 5 Km upto 10 km /km 78 Beyond 10 Km upto 20 km /km 79 Beyond 20 km /everyadditional Km 80 Carraige of materials fromroad siteto site of work by manual labour including loading , unloading and stacking(Earth for First 50mtrs) 81 for every additional 50 mtrs 82 stone/Boulders for first 50 mtrs 83 for every additional 50 mtrs 84 40 mm& above For First 50 Mtrs 85 for every additional 50 mtrs 86 below 40mm For First 50 Mtrs 87 for every additional 50 mtrs 88 Sand For First 50 Mtrs 89 Constructing muthu bunds, comprising boulders and wood bushes inalternate layers; including working in water situations.
