Irrigation And Flood Control Department-IFCD has published Construction Of Lined Channel On Dal Khul Bagwat Khul B/O Syed Ali Khul M/O Khanchi Canal In Village Pakherpora Left Over Work . Amount Of Work Rs . 2 . 92 Lacs ( Incuding Deptt Supply ) . Submission Date for this Tender is 27-10-2020. Irrigation Work Tenders in Budgam Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Lined channel on Dal khul Bagwat Khul B/o Syed Ali Khul M/o Khanchi canal in village pakherpora left over work. Amount of work Rs:- 2.92 lacs (Incuding deptt supply) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by manual means over areas (exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10sqm on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed In: All kinds of soil | BI01010001010000000000000515BI0100001113 | 57 | cum |
| 2 | 2 | Dumping stone excI cost of stone in Horizontal on level. | BI01010001010000000000000515BI0100001114 | 9.6 | cum |
| 3 | 3 | Supply of stone boulders | BI01010001010000000000000515BI0100001115 | 9.6 | cum |
| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level.a)1:4:8 (1 cement : 4 coarse sand: 8 graded stone agg.40mm nominal size ) crushed. | BI01010001010000000000000515BI0100001116 | 7.2 | cum |
| 5 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level.a)1:3:6 (1 cement : 3 coarse sand: 6 graded stone agg.20mm nominal size ) crushed. | BI01010001010000000000000515BI0100001117 | 16.2 | cum |
| 6 | 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level.a)1:2:4 (1 cement : 2 coarse sand: 4 graded stone agg.20mm nominal size ) crushed. | BI01010001010000000000000515BI0100001118 | 3.6 | cum |
| 7 | 7 | Centring & shuttering including structting propping etc and removal of form for:- a)Retaining walls, return walls, walls (any thickness )IncI attached pilasters buttresses, plinth and string courses fillets etc. a) Foundations, footings, bases of columns etc. for mass concrete walls (any thickness) including attached pilasters, buttress, plinth and string courses rtc. | BI01010001010000000000000515BI0100001119 | 132 | sqm |
| 8 | 8 | 12mm Cement plaster of mix:\na) 1 : 4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001120 | 126 | sqm |
| 9 | 9 | Filling avilable excavated earth (ExI rock in trenches ,plinth sides of foundation etc.in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m | BI01010001010000000000000515BI0100001121 | 28.2 | cum |
| 10 | 10 | Carriage of Materials upto road site of work by Mechanical transport including cost of loading unloading and stacking a)Stone boulders within a radius of 10km (AV) | BI01010001010000000000000515BI0100001122 | 9.6 | cum |
| 11 | 10.1 | b) 40mm crushed aggregate from Athwajan 45 KM Av | BI01010001010000000000000515BI0100001123 | 6 | cum |
| 12 | 10.2 | c)20mm crushed aggregate from Athwajan 45 KM Av | BI01010001010000000000000515BI0100001124 | 14.4 | cum |
| 13 | 10.3 | c) sand from Marval Av. 36km. | BI01010001010000000000000515BI0100001125 | 12.6 | cum |
| 14 | 10.4 | d) cement from division store av. 38 km | BI01010001010000000000000515BI0100001126 | 6 | MT |
| 15 | 11 | Extra Carriage of Materials from road site to site of work by Mannual labour/ponies including cost of loading unloading and stacking Av.500Mtrs.\na)stone boulder | BI01010001010000000000000515BI0100001127 | 9.6 | cum |
| 16 | 11.1 | b)40mm agg | BI01010001010000000000000515BI0100001128 | 6 | cum |
| 17 | 11.2 | c) 20mm agg | BI01010001010000000000000515BI0100001129 | 14.4 | cum |
| 18 | 11.3 | d) sand | BI01010001010000000000000515BI0100001130 | 12.6 | cum |
| 19 | 11.4 | e) cement | BI01010001010000000000000515BI0100001131 | 6 | MT |
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