Irrigation And Flood Control Department-IFCD has published Improvement/Stablization Of Nagna Pani Khul Section From Rd 0-1037 Mtr At Places. Submission Date for this Tender is 25-01-2021. Road Repair Tenders in udhampur Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Name of Work: Improvement / Stablization of Nagna Pani Khul section from RD 0-1037 mtr at places | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Earthwork in excavation by manual means over areas (exceeding 30 cm and up to 1.5 m in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth upto 1 m from cutting edge, disposed erth to be leveled and neatly dressed in | BI01010001010000000000000515BI0100001118 | ||
2 | 1.1 | All Kinds of Soil | BI01010001010000000000000515BI0100001119 | 68 | Cum |
3 | 1.2 | Soft Rock | BI01010001010000000000000515BI0100001120 | 29 | Cum |
4 | 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 Mtr kead 1:3:6 or richer mix | BI01010001010000000000000515BI0100001121 | 34 | Cum |
5 | 3 | Dismantling old plaster or skirting, venting out joints and (leaving the surface for polaster including disposal of rubbish to the dumping ground with 50 mtr lead | BI01010001010000000000000515BI0100001122 | 304 | Sqm |
6 | 4 | Providing and laying in position cement concrete 1: 4: 8 (1 cement 3 coarse sand: 8 graded stone aggregare 20 mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level. Crushed | BI01010001010000000000000515BI0100001123 | 38 | Cum |
7 | 5 | Providing and laying in position cement concrete 1: 3: 6 (1 cement 3 coarse sand: 6 graded stone aggregare 20 mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level. Crushed | BI01010001010000000000000515BI0100001124 | 41 | Cum |
8 | 6 | Dumping of stones excluding cost of stones in horizontal on level | BI01010001010000000000000515BI0100001125 | 43 | Cum |
9 | 7 | Supply of nallah stones | BI01010001010000000000000515BI0100001126 | 43 | Cum |
10 | 8 | Providing and laying in position cement concrete 1: 2:4 (1 cement 2 coarse sand: 4 graded stone aggregare 20 mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level. | BI01010001010000000000000515BI0100001127 | 1 | Cum |
11 | 9 | Reincorcement for RCC work including strengthing, cutting bending placing in position and bindings all complete. Cold twisted bars | BI01010001010000000000000515BI0100001128 | 70 | Kg |
12 | 10 | Centering and shuttering including strutting propping etc. and removal of form work for: | BI01010001010000000000000515BI0100001129 | ||
13 | 10.1 | Foundation , footing, bases of columns | BI01010001010000000000000515BI0100001130 | 244 | Sqm |
14 | 10.2 | Retaining walls, return wallsm, walls (any Thickness) including atttached pilasters, buttresses, plinth and string courses, fillets etc | BI01010001010000000000000515BI0100001131 | 61 | Sqm |
15 | 10.3 | Suspended Floors, roofs, landings, balconis and access platform | BI01010001010000000000000515BI0100001132 | 2 | Sqm |
16 | 11 | Cement Concrete flooring 1:2:4 (a cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. Complete 40 mm thick with 20 mm nominal size stone aggregare. Crushed | BI01010001010000000000000515BI0100001133 | 266 | Sqm |
17 | 12 | 12MM Cement plaster of Mix 1:4 (1cement 4 fine sand) | BI01010001010000000000000515BI0100001134 | 467 | Sqm |
18 | 13 | Silt Clearance from Canal, inclusive of initial lead and lift (50 Mtr and 1.5 mtr respectively) (50% Dry & 50 % wet silt) | BI01010001010000000000000515BI0100001135 | 83 | Cum |
19 | 14 | Carriage of Nallah Stones from source upto site of work. Av 700 mtr by Head Load | BI01010001010000000000000515BI0100001136 | 43 | Cum |
20 | 15 | Carriage of Sand from source upto site of work Av 100 Km by M.T & 1.5 Km by H.L | BI01010001010000000000000515BI0100001137 | 49 | Cum |
21 | 16 | Carriage of Stones aggregate from nearest source upto site of work Av 65 Km by M.T & 1.5 Km by H.L | BI01010001010000000000000515BI0100001138 | 81 | Cum |
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