Iritty Block Panchayath Project No 77/19-20 Improvements Works To Manjakkandi Kavumthazhe Pond Koodali Panchayath Iritty Block Panchayath Project No 77/19-20 Improvements Works To ManjakkandiKavumthazhe Pond Koodali Panchayath
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Iritty Block Panchayath Project No 77/19-20 Improvements Works To Manjakkandi Kavumthazhe Pond Koodali Panchayath Iritty Block Panchayath Project No 77/19-20 Improvements Works To ManjakkandiKavumthazhe Pond Koodali Panchayath
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| Work Name:Iritty block Panchayath Project NO 77/19-20 Improvements works to Manjakkandi kavumthazhe pond Koodali Panchayath. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Detailed estimate | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001114 | 80 | hour |
| 3 | 1.002 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001115 | 40.5 | cum |
| 4 | 1.003 | od403343/2019_2020 : Extra for every additional lift of 1.5 m or part there of in excavation / banking<br>excavated<br>or stacked<br>materials. All kinds of soil<br> Depth 1.5m to 3.0m<br><br><br>All kinds of soil | BI01010001010000000000000515BI0100001116 | 30.375 | cum |
| 5 | 1.004 | od403338/2019_2020 : :Extra for every additional lift of 1.5 m or part there of in excavation / banking<br>excavated<br>or stacked<br>materials. All kinds of soil<br> Depth 3.0m to 4.5m<br><br><br>All kinds of soil | BI01010001010000000000000515BI0100001117 | 101.355 | cum |
| 6 | 1.005 | od400404/2019_2020 : Extra for additional lift 1.5 m or part there from 4.5m to 6.0m of in excavation / banking<br>excavated or stacked materials. | BI01010001010000000000000515BI0100001118 | 54 | cum |
| 7 | 1.006 | od400405/2019_2020 : Extra for every additional lift of 1.5 m or part there of in excavation / banking<br>excavated<br>or stacked<br>materials. All kinds of soil<br> Depth 6.0m to7.5<br><br><br>All kinds of soil | BI01010001010000000000000515BI0100001119 | 24 | cum |
| 8 | 1.007 | 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001120 | 6.12 | cum |
| 9 | 1.008 | 4.2.5 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001121 | 39.6 | cum |
| 10 | 1.009 | 4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001122 | 96 | sqm |
| 11 | 1.01 | od404238/2019_2020 : Demolishing laterite masonry / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.<br>In lime mortar with old mughal bricks | BI01010001010000000000000515BI0100001123 | 2.403 | cum |
| 12 | 1.011 | od400408/2019_2020 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001124 | 11.82 | cum |
| 13 | 1.012 | od404240/2019_2020 : Laterate masonry with neatly dressed laterate stone of size 35*20*20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. (Modi 50.6.7.3)(using deptl.material) | BI01010001010000000000000515BI0100001125 | 2.883 | cum |
| 14 | 1.013 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001126 | 0.858 | cum |
| 15 | 1.014 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001127 | 3.12 | sqm |
| 16 | 1.015 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001128 | 21.6 | sqm |
| 17 | 1.016 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001129 | 51.48 | kilogram |
| 18 | 1.017 | 13.44.1 : Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | BI01010001010000000000000515BI0100001130 | 21.6 | sqm |
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