Irrigation And Flood Control Department-IFCD has published Tender For (Stage Contract)Annual Maintenance/Repair Of Various Flood Structres Viz Crates,Rbm Bunds,Pcc Walls,Channelization And Various Repairs To Government Assets And Allied Works Etc Of Flood Control Sub Division Poonch, Inlcuding The Emergent W. Submission Date for this Tender is 09-05-2024. Irrigation Work 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, including getting out excavated earth and disposal of surplus excavated earth as directed: |
| 2 | 25 meter beyond 1 m from cutting edge |
| 3 | 50 meter beyond 1 m from cutting edge |
| 4 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.7.1 All kinds of soil |
| 5 | Earth work in rough excavation, banking excavated earth in layers 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 and dressing up in embankments for roads, flood banks, 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: |
| 6 | Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth. |
| 7 | Deduct for not watering the excavated earth for banking. |
| 8 | Banking excavated earth in layers not exceeding 20cm 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 and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: |
| 9 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : 2.10.1 All kinds of soil |
| 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 11 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 12 | ProvidingBA WIRE crates made from 4.00mm wire (Wires as per IS280) Machine woven both ends bent with the follwoinf meshes and nominal sectional weight.Mesh+toi(150x150+6;Sec.wtKg/sqm Sizw 6mx1.5m x1.5m with lids |
| 13 | Dumping stone excluding cost of stones. In Horizontal on level. |
| 14 | Supply of boulders excluding carriage and head load. |
| 15 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand. |
| 16 | Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m.s |
| 17 | Loading sand / earth filled bags in boats; lead upto 50m. |
| 18 | Extraction / collection and stacking of boulders within nallah pheriphery excluding all carriages |
| 19 | Dry stone pitching (any thickness) excluding cost of stones. On Horizontal |
| 20 | Dry stone pitching (any thickness) excluding cost of stones. On slopes |
| 21 | Opening out old wire crates those and re-binding after filling. |
| 22 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 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 |
| 23 | Hire charges of J.C.B including fuel, driver and Crawling charges etc complete job (Idle charge) |
| 24 | Hire charges of J.C.B including fuel, driver and Crawling charges etc complete job (Running charges) |
| 25 | Hirechargesof ChainMounted EarthmovingequipmentLNTetc includingfuel,driverandCrawlingchargesetccompletejob(idle charges) |
| 26 | Hirechargesof ChainMounted EarthmovingequipmentLNTetc including fuel ,driver and Crawling charges etc complete job (running charges) |
| 27 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 28 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 29 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 30 | Hire charges of Tractors including fuel, driver etc completejob Idle charges |
| 31 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30cm girth upto and including 60cm girth. |
| 32 | Beyond 60cm girth upto and including 120cm girth |
| 33 | Providing and Laying PVC Polythene of special quality(LMR) |
| 34 | Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Quarry stone |
| 35 | Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Nallah stone |
| 36 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 37 | 1:4:8 or leaner mix (i/c equivalent design mix) |
| 38 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 39 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 40 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 41 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. Complete. 150 mm dia. R.C.C. pipe-(6”) |
| 42 | 250 mm dia. R.C.C. pipe-(9”) |
| 43 | 300 mm dia. R.C.C. pipe-(12”) |
| 44 | 450 mm dia. R.C.C. pipe-(18”) |
| 45 | 600 mm dia. R.C.C. pipe-(24”) |
| 46 | 900 mm dia. R.C.C. pipe-(36”) |
| 47 | 1000 mm dia. R.C.C. pipe-(40”) |
| 48 | Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. |
| 49 | On Top copings of banks |
| 50 | on Slopes (Behind pitching) |
| 51 | Grouting of stone pitching using M-10 nominal mix concrete (max. Size of aggregates; 20mm nominal) @ 3.65 cum per 100Sqm on horizontal/side slopes; complete including curing. |
| 52 | Supply of Stone boulder (quarry) nominal size 225 mm incl. royalty and/or other taxes, (Stack measurements reduced by 15%) |
| 53 | Supply of Stone for masonry work (quarry)incl. royalty and/or other taxes, (Stack measurements reduced by 15%) |
| 54 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / s]and |
| 55 | Placing in Water |
| 56 | Dismantling old protection work including cutting of crates and stacking of stones. |
| 57 | Tipping stone-filled wire crates in position; including equipment charges. |
| 58 | SLIP CLEARANCEIn ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 59 | In soils; mixed with moorum / Kankar / shingle / boulders ; disposal lead upto 50 m and lift upto 1.5 m. |
| 60 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 61 | Surface dressing of the ground including removing vegetation and in-equalities,not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 62 | Providing & laying PVC (type – B) pipes with all the required accessories and carriages, complete job --- 150mm dia(LMR) |
| 63 | 200mm dia(LMR) |
| 64 | 250mm dia(LMR) |
| 65 | Carriage of material from Source to site of work, including loading, unloading and stacking etc. complete by Mechanical Transport i) Cement & steel, G.I/C.I pipe avg. lead upto 01 Kms |
| 66 | Cement & steel, G.I/C.I pipe avg. lead upto 02 Kms |
| 67 | Cement & steel, G.I/C.I pipe avg. lead upto 03Kms |
| 68 | Cement & steel, G.I/C.I pipe avg. lead upto 04 Kms |
| 69 | Cement & steel, G.I/C.I pipe avg. lead upto 05 Kms |
| 70 | Cement & steel, G.I/C.I pipe avg. lead beyond 5 Kms upto 10 Kms (per Km) |
| 71 | Cement & steel, G.I/C.I pipe avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 72 | Cement & steel, G.I/C.I pipe avg. lead beyond 20 Kms per additional Km |
| 73 | Sand & Agg. 20 mm avg. lead of upto 01 Kms |
| 74 | Sand & Agg. 20 mm avg. lead upto 02 Kms |
| 75 | Sand & Agg. 20 mm avg. lead upto 03Kms |
| 76 | Sand & Agg. 20 mm avg. lead upto 04Kms |
| 77 | Sand & Agg. 20 mm avg. lead upto 05Kms |
| 78 | Sand & Agg. 20 mm avg. lead beyond 5 Kms upto 10 Kms (per Km) |
| 79 | Sand & Agg. 20 mm avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 80 | Sand & Agg. 20 mm avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 81 | Sand & Agg. 20 mm avg. lead beyond 20 Kms per additional Km |
| 82 | 40 mm Agg. avg. lead of upto 01 Km |
| 83 | 40 mm Agg. avg. lead upto 2 Kms |
| 84 | 40 mm Agg. avg. lead upto 4 Kms |
| 85 | 40 mm Agg. avg. lead upto 5 Kms |
| 86 | 40 mm Agg. avg. lead beyond 05 Kms upto 10 Kms (per Km) |
| 87 | 40 mm Agg. avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 88 | 40 mm Agg. avg. lead beyond 20 Kms per additional Km |
| 89 | Stone soling avg. lead of upto 1 Km |
| 90 | Stone soling avg. lead upto 2 Kms |
| 91 | Stone soling avg. lead upto 3 Kms |
| 92 | Stone soling avg. lead upto 4 Kms |
| 93 | Stone soling avg. lead upto 5 Kms |
| 94 | Stone soling avg. lead beyond 05 Kms upto 10 Kms (per Km) |
| 95 | Stone soling avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 96 | Stone soling avg. lead beyond 20 Kms per additional Km |
| 97 | Earth avg. lead of upto 1 Km |
| 98 | Earth avg. lead of upto 02 Km |
| 99 | Earth avg. lead of upto 03 Km |
| 100 | Earth avg. lead of upto 04 Km |
| 101 | Earth avg. lead of upto 05 Km |
| 102 | Earth avg. lead beyond 05 Kms upto 10 Kms (per Km) |
| 103 | Earth avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 104 | Earth avg. lead beyond 20 Kms per additional Km |
| 105 | Bricks avg. lead of upto 1 Km |
| 106 | Bricks avg. lead of upto 02 Km |
| 107 | Bricks avg. lead of upto 03 Km |
| 108 | Bricks avg. lead of upto 04 Km |
| 109 | Bricks avg. lead of upto 05 Km |
| 110 | Bricks avg. lead beyond 05 Kms upto 10 Kms (per Km) |
| 111 | Bricks avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 112 | Bricks avg. lead beyond 20 Kms per additional Km |
| 113 | Carriage of material by manual from road site to actual site of work, including loading, unloading and stacking etc. complete by manual labourCement for an avg. lead upto 50 mtr. |
| 114 | Cement for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 115 | Steel for an average lead upto 50 Mtr |
| 116 | Steel for an every additional lead of 50Mtrs or part thereof beyond 1st 50 Mtrs |
| 117 | Soling for an avg. lead upto 50 mtr. |
| 118 | Soling for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 119 | Sand & 20mm Agg for an average lead upto 50Mtr |
| 120 | Sand & 20mm Agg for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 121 | 40mm Agg for an average lead upto 50Mtr |
| 122 | 40mm Agg for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 123 | Earth for an average lead upto 50Mtr |
| 124 | Earth for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 125 | Bricks for an average lead upto 50Mtr |
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