District Urban Development Authority has published Under Tehsil Chandausi Construction Of Road And Drain Of Moh . Veshno Vihar Suresh Sauni To Roshan Saini , Deendayal , Kuverpals House. Submission Date for this Tender is 02-11-2020. Drainage Tenders in SAMBHAL Uttar Pradesh. Bidders can get complete Tender details and download the document.
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Embankment with approved material obtained form road side with all lifts and leads, transporting to site up to 3 Km spreading, grading to required slope and compecting to meet requirement of table 300-2. | BI01010001010000000000000515BI0100001113 | 1304.1 | cum |
| 2 | 2 | Excavation in foundation in ordinary soil (loan, clay or sand) including lift up to 1.5 m and lead up to 30m and including filling waterning and ramming of excavated earth in to the trenches or in to the space in to the building and the side of foundation tranches.3 and including all material labour, T&P, and all taxes for the proper Conpletion of the work. as per direction of Engineer in charge. | BI01010001010000000000000515BI0100001114 | 134.4 | cum |
| 3 | 3 | Construction of granular sub-base Grade-1 by providing well graded material, with local sand spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, including all material labour, T&P, and all taxes for proper completion of the work as per direction of Engineer in charge as per Technical Specification Clause 401. | BI01010001010000000000000515BI0100001115 | 105 | Sqm |
| 4 | 4 | Concrete with 4cm. Guage brick ballast fine sand of 1.25 F:M. and cement in proportion of 8:4:1 in foundation and under floors including supply of all meterials, labour and T&P etc. required for proper completion of work. SI No 275 | BI01010001010000000000000515BI0100001116 | 44.8 | Sqm |
| 5 | 5 | M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including all meterial, labour, and T&P etc for proper complection of the work.all meterial, labour, and T&P etc. required for proper completion of the work. SI No 307 | BI01010001010000000000000515BI0100001117 | 77.28 | Sqm |
| 6 | 6 | 12mm thick plaster with 1:3 cement and fine sand of fineness modulus 1.25 including of all meterial, labour, and T&P etc. required for proper completion of the work. 582 | BI01010001010000000000000515BI0100001118 | 336 | cum |
| 7 | 7 | Cement concrete with 2 cm guage approved stone grit, coarse sand & cement in proportion of 3:1½:1 in pavement 15 cm/ as per design thick for cc road coarse & fine aggrigate confirming to IS standrad mixed in concrete mixture/Plant of not less then 0.2 cum capicity & appropriate weight batcher using approverd mix design, laid in approved fixed form work(steel channel) laying and fixing of 125 micron thick polythene film, wedges steel plates including levelling the form work spreading the concrete with shovels, rakes compacted using needle,screed and plate vibrators and finished in contionous operation including Making Expansion/ contraction joints & filling approved filler materials in joints also including. Hassion cloth for curring of concrete pavements for not less then 14 says curring compound(where as specified) and water finishing to lines & grade including supply orf all material, labour. tools & plants ets. requried for proper complation of work and also including complete shifting of material & concrete etc. including supply of all meterial T&P, labour and all taxes , royalty etc. for proper completion of the work as per direction of Engineer in charge. Si No- 773b | BI01010001010000000000000515BI0100001119 | 2.8125 | cum |
| 8 | 8 | Supply of 80 mm thick I shaped mechanically compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibreation machine having plan dimension 200 x(160+120mm) with minimum 5 mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver blocks shall not be less than 30 MPa& 4.5 Kg/no. including cost of all material, labour T&P etc. required for proper completion of work as directed by Engineer-in-Charge .\n(i) Cement Grey\n | BI01010001010000000000000515BI0100001120 | 1125 | Rm |
| 9 | 9 | Concrete with 2 cm guage stone grit instead 4cm guage stone ballastof fine sand of 1.25 F.M and cement in proportion of 1:2:4 in foundation and under floors and incliding supply of all meterial T&P and labour cess etc. as per direction of Engineer in charge.required for proper completion of the work. (SI No- 279 A) | BI01010001010000000000000515BI0100001121 | 12.77 | cum |
| 10 | 10 | R.C.C. Work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:2:4 in lintels of doors, windows and sunshades excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all meterials, labour and T&P etc. required for proper completion of work. Binding wire of supplied by the contractor free of cost. SI No- 283 | BI01010001010000000000000515BI0100001122 | 2.4 | cum |
| 11 | 11 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel . SI No 504 | BI01010001010000000000000515BI0100001123 | 0.94 | qtl |
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