Water Resources Department-WRD has published Construction Work Of Up Gradation Of Data Centre Campus And Water Drainage Work At Hoshangabad . Submission Date for this Tender is 28-03-2022. Drainage Tenders in hoshangabad Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Construction work of up gradation of data centre campus and water drainage work at Hoshangabad |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in Charge In cement mortar. |
| 3 | Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. as per direction of Engineer-in Charge With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) as per direction of Engineer-in Charge |
| 4 | 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 up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil as per direction of Engineer-in Charge Excavation soil |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :as per direction of Engineer-in Charge |
| 6 | M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) as per direction of Engineer-in Charge |
| 7 | M 15 – Grade concrete |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level as per direction of Engineer-in Charge |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paidseparately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done foroverlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) as per direction of Engineer-in Charge Mild steel and Medium Tensile steel bars. |
| 10 | Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges in 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer"s specifications and direction of Engineer-in Charge. 80 mm thick C.C. paver block of M-35 grade |
| 11 | Providing and laying non pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete :as per direction of Engineer-in Charge 300 mmdia R.C.C. pipe |
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