Irrigation And Flood Control Department-IFCD has published Construction Of Lining Wall And Two Tractor Crossings On Humri Canal Near Crpf Camp Magam . Amount Of Work . 10 . 85 Lacs ( Including Deptt Supply ) . Submission Date for this Tender is 01-10-2020. Canal Construction Tenders in Budgam Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Lining wall and two tractor crossihngs on Humri canal near CRPF camp Magam. Amount of work. 10.85lacs (Including deptt supply) Amount of work.26.46 lacs (Including deptt supply) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.\nAll kinds of soil : | BI01010001010000000000000515BI0100001113 | 116.7 | cum |
| 2 | 2 | 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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by\nEngineer-in-Charge.\nAll kinds of soil : | BI01010001010000000000000515BI0100001114 | 116.7 | cum |
| 3 | 3 | Dumping or filling stone or spalls on level hand packed excluding cost of stones Boulders. | BI01010001010000000000000515BI0100001115 | 43.35 | cum |
| 4 | 4 | Supply of stone boulders | BI01010001010000000000000515BI0100001116 | 43.35 | cum |
| 5 | 5 | Providing and laying in position cement concrete of specified grade including curing but\nexcluding the cost of centring and shuttering. All work upto plinth level with:\na)1:3:6 (1 cement : 3 coarse sand: 6 graded stone agg.20mm nominal size ) . | BI01010001010000000000000515BI0100001117 | 94.5 | cum |
| 6 | 6 | Providing and laying in position specified grade of reinforced cement concrete including\ncuring but excluding the cost of centering, shuttering, finishing and reinforcement. All\nworks upto plinth level\na) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001118 | 3.67 | cum |
| 7 | 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in\nposition and binding all complete upto plinth level\na) Mild steel and medium tensile steel bars | BI01010001010000000000000515BI0100001119 | 427.86 | cum |
| 8 | 8 | Centering and shuttering including strutting, propping etc. and removal of form for:\na)Walls (any thickness) including attached pilasters, buttresses, plinth and\nstring courses etc.. | BI01010001010000000000000515BI0100001120 | 420 | sqm |
| 9 | 8.1 | b) Suspended floors, roofs, landings, balconies and access platforms. | BI01010001010000000000000515BI0100001121 | 14.77 | sqm |
| 10 | 8.2 | c) Weather shades, chajjas, corbels etc. including edges. | BI01010001010000000000000515BI0100001122 | 6.85 | sqm |
| 11 | 9 | 12mm Cement plaster of mix:\na) 1 : 4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001123 | 252 | sqm |
| 12 | 10 | Filling with available fly ash and earth (excluding rock) in trenches or embankment inlayers (each layer should not exceed 15 cm), with intermediate layer of compactedearth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides& top layer of filling shall be done with earth having total minimum compactedthickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction ofEngineer -in - charge. | BI01010001010000000000000515BI0100001124 | 70.02 | cum |
| 13 | 11 | Carriage of Materials upto road site of work by Mechanical transport including cost of loading unloading and stacking \n a)20mm agg from kunzar Av. 10 Km | BI01010001010000000000000515BI0100001125 | 88.31 | cum |
| 14 | 11.1 | b) sand from Shilvat av. 40km. | BI01010001010000000000000515BI0100001126 | 49.48 | cum |
| 15 | 11.2 | c) cement/steel from division store av. 30km | BI01010001010000000000000515BI0100001127 | 22.32 | MT |
| 16 | 11.3 | d)Stone /Nallah Boulders from Kunzar Av. 10 km | BI01010001010000000000000515BI0100001128 | 43.35 | cum |
| 17 | 12 | Extra Carriage of Materials from road site to site of work by Mannual laboour/ponies including cost of loading unloading and stacking av. 200mtrs. . a)20mm agg | BI01010001010000000000000515BI0100001129 | 88.31 | cum |
| 18 | 12.1 | b) sand | BI01010001010000000000000515BI0100001130 | 49.48 | cum |
| 19 | 12.2 | c) cement | BI01010001010000000000000515BI0100001131 | 21.9 | cum |
| 20 | 12.3 | d) steel | BI01010001010000000000000515BI0100001132 | 0.43 | MT |
| 21 | 12.4 | e)Stone/Nallah Boulders | BI01010001010000000000000515BI0100001133 | 43.35 | cum |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
