Irrigation And Flood Control Department-IFCD has published Repair/Maintenance/Improvement Of Irrigation System Of Various Khuls Sundrai Thagi Khul , Dhanu Seri Khul , Wss Sundrani Khul , Bakal Hartyan Khul , Parva Salay Khul , Samble Sui Khul , Mathan Khul , Mananu Khul , Krimchi Khul , Mansar Khul , An. Submission Date for this Tender is 15-07-2020. Irrigation System Tenders in udhampur Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Name of Work: Repair/ Maintenance / Restoration of Irrigation system of various khuls in Irrigation Sub Division Thathi : Sundrani Thagi Khul, Dhanu Seri Khul, WSS Sundrani Khul, Bakal Hartyan Khul, Parva "Salay Khul, Samble sui Khul, Mathan Khul, Mananu Khul, Krimchi Khul, Mansar Khul, and Jib Padanu Khul for the year 2020-21 | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Construction of Muthuy Bund Compressing of 50% boulders & 50% wood bushes including working in wet conditions | BI01010001010000000000000515BI0100001114 | 1 | Cum |
2 | 2 | Dismantling old protection wor including cutting of crates and stacking of serviceable material for reuse | BI01010001010000000000000515BI0100001115 | 1 | Cum |
3 | 3 | Hand Packing of stones in Knitted crates, excluding cost of crates and stones | BI01010001010000000000000515BI0100001116 | 1 | Cum |
4 | 4 | Provision for supply & binding of BA wire required for restoration of damaged wire crates (Rate to be Quoted by the contractor) | BI01010001010000000000000515BI0100001117 | 1 | KG (Rate to be Quoted by the contractor) |
5 | 5 | Slip clearance in soils, mixed with moorum/ Kankar/ shingle/ Boulders, disposal bead upto 50m and lift 1.5 m | BI01010001010000000000000515BI0100001118 | 1 | Cum |
6 | 6 | Silt clearance from canals inclusive of initial lead 50 mtr and 1.5 mtr respectively | BI01010001010000000000000515BI0100001119 | ||
7 | 6.1 | Dry | BI01010001010000000000000515BI0100001120 | 1 | Cum |
8 | 6.2 | Wet | BI01010001010000000000000515BI0100001121 | 1 | Cum |
9 | 7 | Carriage of disposal of silt by HL | BI01010001010000000000000515BI0100001122 | ||
10 | 7.1 | AV 50 mtr by Hl | BI01010001010000000000000515BI0100001123 | 1 | Cum |
11 | 7.2 | AV100 mtr by HL | BI01010001010000000000000515BI0100001124 | 1 | Cum |
12 | 7.3 | AV 200 mtr by HL | BI01010001010000000000000515BI0100001125 | 1 | Cum |
13 | 7.4 | AV 300 mtr by HL | BI01010001010000000000000515BI0100001126 | 1 | Cum |
14 | 8 | Cutting rough excavation, banking excavation earth in layers includign watering, ramming on banks / berms of canal | BI01010001010000000000000515BI0100001127 | 1 | Cum |
15 | 9 | Clearaning Jungle including uprooting rank, vegetation, grass, brush wood, Trees & sapling of girth upto 30cm measured at a height of 1 mtr above ground level and removal of rubbish upto a distance of 50 mtr outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001128 | 1 | Sqm |
16 | 10 | Demolishign cement concrete manually/ By mechanical means including disposal of material with 50 mtgr lead | BI01010001010000000000000515BI0100001129 | ||
17 | 10.1 | 1:3:6 or richer mix | BI01010001010000000000000515BI0100001130 | 1 | Cum |
18 | 10.2 | 1:4:8 or Leaner mix | BI01010001010000000000000515BI0100001131 | 1 | Cum |
19 | 11 | Dismantling concrete grouted stone pitching in aprons, drains etc including stacking of serviceable material and disposal of unserviceable material, stacking/ disposal lead upto 100 mtr | BI01010001010000000000000515BI0100001132 | 1 | Cum |
20 | 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering along work upto plinth level 1:4:8 (1 cement : 4 fine sand: 8 graded stone aggregate 40 mm nominal size) Crushed | BI01010001010000000000000515BI0100001133 | 1 | Cum |
21 | 13 | Cement concrete flooring 1:2:4 (1 cement 2 coarsse sand 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement includign cemetn slurry but excluding the cost of nosing steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate | BI01010001010000000000000515BI0100001134 | ||
22 | 13.1 | Crushed | BI01010001010000000000000515BI0100001135 | 1 | Sqm |
23 | 13.2 | Nallah | BI01010001010000000000000515BI0100001136 | 1 | Sqm |
24 | 14 | Dry stone pitching (any thickness) including cost of stones. | BI01010001010000000000000515BI0100001137 | ||
25 | 14.1 | Horizontal | BI01010001010000000000000515BI0100001138 | 1 | Cum |
26 | 14.2 | On Slopes | BI01010001010000000000000515BI0100001139 | 1 | Cum |
27 | 15 | Grouting of stone pitching using M-10 nominal mix concrete (Max size of aggregates 20 mm nominal @ 6.00 cum per 100 Sq mtr on horizontal / side slopes complete including curing | BI01010001010000000000000515BI0100001140 | ||
28 | 15.1 | Crushed | BI01010001010000000000000515BI0100001141 | 1 | Cum |
29 | 15.2 | Nallah | BI01010001010000000000000515BI0100001142 | 1 | Cum |
30 | 16 | Grouting of stone pitching using M-10 nominal mix concrete (Max size of aggregates 20 mm nominal @ 3.65 cum per 100 Sq mtr on horizontal / side slopes complete including curing | BI01010001010000000000000515BI0100001143 | ||
31 | 16.1 | Crushed | BI01010001010000000000000515BI0100001144 | 1 | Cum |
32 | 16.2 | Nallah | BI01010001010000000000000515BI0100001145 | 1 | Cum |
33 | 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering along work upto plinth level 1:3: 6 (1 cement : 3 fine sand: 6 graded stone aggregate 20 mm nominal size) Crushed | BI01010001010000000000000515BI0100001146 | 1 | Cum |
34 | 18 | Providing and laying in position speficied grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement All work upto plinth level (1:2:4) 1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001147 | 1 | Cum |
35 | 19 | Reinforcement for RCC work including straighteining, cutting, bending, placing in position and binding all complete | BI01010001010000000000000515BI0100001148 | 1 | KG |
36 | 20 | Centering and shutterin including strutting propping etc and removal of form work for | BI01010001010000000000000515BI0100001149 | ||
37 | 20.1 | Foundation , footing, bases of columns | BI01010001010000000000000515BI0100001150 | 1 | Sqm |
38 | 20.2 | Retaining walls, return walls, walls (any thickness) incluidng attached pilasters, buttresses, plinth and string courses, fillets etc | BI01010001010000000000000515BI0100001151 | 1 | Sqm |
39 | 20.3 | Suspended floors, roofs, landings, balconies and acces platform | BI01010001010000000000000515BI0100001152 | 1 | Sqm |
40 | 20.4 | Edges of slabs and breaks in floors and walls under 20 cm wide | BI01010001010000000000000515BI0100001153 | 1 | RM |
41 | 21 | Cost of knitted crates of size 6.00x1.50x1.50 mtr | BI01010001010000000000000515BI0100001154 | 1 | Each |
42 | 22 | Filling empty cement bags with sand/ earth including cost of seqing and strings excluding cost of bags and earth / sand | BI01010001010000000000000515BI0100001155 | 1 | Each |
43 | 23 | Uploaded sand/ earth filled bags from boats | BI01010001010000000000000515BI0100001156 | ||
44 | 23.1 | Placing in Dry | BI01010001010000000000000515BI0100001157 | 1 | Each |
45 | 23.2 | Placing of Water | BI01010001010000000000000515BI0100001158 | 1 | Each |
46 | 24 | Supply of EC Bags | BI01010001010000000000000515BI0100001159 | 1 | Each |
47 | 25 | Dumping stones excluding cost of stones in horizontal on level | BI01010001010000000000000515BI0100001160 | 1 | Cum |
48 | 26 | Supply of Sand | BI01010001010000000000000515BI0100001161 | 1 | Cum |
49 | 27 | Earthwork in excavation by manual means over areas (exceeding 30 cm and upto 1.5 m in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavbated earth up to 1 m from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil | BI01010001010000000000000515BI0100001162 | 1 | Cum |
50 | 28 | Extra for carriage of sand/ earth filled with E/C Bags | BI01010001010000000000000515BI0100001163 | ||
51 | 28.1 | AV 200 mtr by HL | BI01010001010000000000000515BI0100001164 | 1 | Cum |
52 | 28.2 | AV 300 mtr by HL | BI01010001010000000000000515BI0100001165 | 1 | Cum |
53 | 29 | Deployment of extra labour for restoration work (wherever required) | BI01010001010000000000000515BI0100001166 | ||
54 | 29.1 | Mazdoor | BI01010001010000000000000515BI0100001167 | 1 | Per Day |
55 | 29.2 | Fitter | BI01010001010000000000000515BI0100001168 | 1 | Per Day |
56 | 30 | Carriage of stones by head load from local nallah to site of work (extra carriage shall be paid only after verification by the concerned site engineer) AEE | BI01010001010000000000000515BI0100001169 | ||
57 | 30.1 | 1st 50 mtr | BI01010001010000000000000515BI0100001170 | 1 | Cum |
58 | 30.2 | Next 50 mtr | BI01010001010000000000000515BI0100001171 | 1 | Cum |
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