Urban Development Department-UDD has published Construction Of Drain And Steel Railing Work At Paras Toli Near Ward Conceller House And Magistrate Colony. Submission Date for this Tender is 24-05-2021. Drainage Tenders in WARD 44 Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Drain & Steel Railing work at Paras Toli near ward conceller house and Magistrate colony under Ward No- 44 | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Labour for cleaning the work site before and after work etc. | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Providing man days for site clearence before and after the work etc. | 20 | Each | |
| 3 | 2 | Dismantling pucca brick or lime including stacking serviceable material in countable stacks withnn 15M.lead and disposal of unserviceable material with all lead completed as per direction of E/I. | 33.98 | CUM | |
| 4 | 3 | Dismantling plain cement concrete or lime concrete work including stacking serviceable material in countable stacks withnn 15M.lead and disposal of unserviceable material with all lead completed as per direction of E/I. | 8.5 | CUM | |
| 5 | 4 | Dismantling RCC slab including stacking serviceable material in countable stacks withnn 15M.lead and disposal of unserviceable material with all lead completed as per direction of E/I. | 1.7 | CUM | |
| 6 | 5 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts,levelling,ramming the foundation trenches,removing roots of trees,shrubs all complete as per approved design,building specification and direction of E/I+Extra for earthworkin hard soil as per specification and direction of E/I.(vide classification of soil item-B) | 331.44 | CUM | |
| 7 | 6 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of materials , labour , royalty and taxes all complete as per specification and direction of E/I( Mode of measurement compacted volume. ) | 27.62 | CUM | |
| 8 | 7 | Supplying and laying (properly as per design and drawing )rip-rap with good quality of boulders duly packed including the cost of materials,royalty all taxes etc.but excluding the cost of carriage, all complete as per specification and direction of E/I. | 46.03 | CUM | |
| 9 | 8 | Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering,mixing cement concrete in mixer and placing in position, vibrating,striking, curing taxes and royalty all complete as per specification and direction of E/I. | 179.65 | CUM | |
| 10 | 9 | Providing Precast R.C.C M 200 in nominal mix (1:1.5:3) in slab ……..do…..all complete as per specification and direction of E/I. | 74.03 | CUM | |
| 11 | 10 | supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications | 15.86 | MT | |
| 12 | 11 | supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications | 7.84 | MT | |
| 13 | 12 | Supplying,fitting and fixing M.S grill gate with M.S. grills made of 20x6mm M.S. flats or 16mm M.S. square bars fitted on 25x25x6mm M.S. Angle frame of size of 60x60x6mm including cost of fabrication,providing necessary locking arrangements with haskel and dommny duly fixed in PCC(1:2:4) blocks of required size,applying,priming coat og red lead over steel work,taxes all complete as per drawing specification and direction of E/I. | 228 | KG | |
| 14 | 13 | SAND-LEAD-42KM | 109.081 | CUM | |
| 15 | 14 | SAND LOCAL-LEAD-18KM | 27.62 | CUM | |
| 16 | 15 | CHIPS-LEAD-15KM | 218.162 | CUM | |
| 17 | 16 | BOULDER-LEAD-29KM | 23.0166 | CUM | |
| 18 | 17 | EARTH-LEAD-1km | 331.44 | CUM |
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