Irrigation And Flood Control Department-IFCD has published Improvement/Restoration Of Bhounger Khul Rd 390-1615 Mtr At Places . ( District Capex Budget ) . 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 / Restoration of Bhounger Khul RD 390 - 1615 mtrs at places (District Capex Budget) | |||||
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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 all kinds of soil | BI01010001010000000000000515BI0100001115 | 20 | Cum |
2 | 2 | Providing and laying in position cement concrete 1:4: 8 (1 cement 4 coarse sand: 8 graded stone aggregare 40 mm nominal size) reinforced cement concrete including the cost fo centering and shuttering. All work upto plinth level. (Crushed) ( with 40% boulder) | BI01010001010000000000000515BI0100001116 | 3.8 | Cum |
3 | 3 | 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 | BI01010001010000000000000515BI0100001117 | 11 | Cum |
4 | 4 | Dumping of stones excluding cost of stones in horizontal on level | BI01010001010000000000000515BI0100001118 | 9 | Cum |
5 | 5 | Supply of nallah stones | BI01010001010000000000000515BI0100001119 | 9 | Cum |
6 | 6 | 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 | BI01010001010000000000000515BI0100001120 | 12 | Sqm |
7 | 7 | 12MM Cement plaster of Mix 1:4 (1cement 4 fine sand) | BI01010001010000000000000515BI0100001121 | 21 | Sqm |
8 | 8 | Carriage of Nallah Stones from source upto site of work. Av 500 mtr by Head Load | BI01010001010000000000000515BI0100001122 | 9 | Cum |
9 | 9 | Carriage of Sand from source upto site of work Av 115 Km by M.T & 01 Km by H.L | BI01010001010000000000000515BI0100001123 | 7.5 | Cum |
10 | 10 | Carriage of Stones aggregate from nearest source upto site of work Av 70 Km by M.T & 01 Km by H.L | BI01010001010000000000000515BI0100001124 | 14 | Cum |
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