Public Works Department-PWD has published Balance Work Balance Work Of Construction Of Septic Tank Sub Jail Karera Distt . Shivpuri. Submission Date for this Tender is 02-02-2021. Septic Tank Tenders in WORKS Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: SCHEDULE OF ITEM FOR BALANCE WORK OF SEPTIC TANK SUB JAIL KARERA DISTT. SHIVPURI (M.P.) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) | 2.6 | 70.87 | Cum |
| 2 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : \n4.1.2 With 40mm nominal size graded stone aggregate. \n4.1.2.1 M 15 - Grade concrete | 4.1\n4.1.2.1 | 5.06 | Cum |
| 3 | 3 | Brick work with well burnt chimney bricks in bulls patent trench kiln, crushing strength not less than 25kg /cm2 and water bsorption not more than 20% in foundation and plinth i/c curing etc complete. \n6.3.2 Cement Mortar 1:6 (1 cement : 6 sand). | 6.3 | 9.24 | Cum |
| 4 | 4 | 12 mm cement plaster of mix : \n13.1.2 1:6 (1 cement : 6 sand) | 13.1 | 46.2 | Sqm |
| 5 | 5 | Centering and shuttering including strutting, propping etc. and removal of form for :\n5.9.3 Suspended floors, roofs, landings, balconies and access platform. | 5.9\n5.9.3 | 33.75 | Sqm |
| 6 | 6 | Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level and up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. \n5.3.1 M 20 –Grade Concrete | 5.3 | 4.218 | Cum |
| 7 | 7 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete.\n5.16.4 Hot rolled deformed bars | 5.16\n5.16.6 | 453.9 | Kg |
| 8 | 8 | Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. \n\n(i) Single socketed pipes\n13.32.2 110 mm diameter (minimum wall thickness 2.2mm)\n | 12.32 | 20 | Each |
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