Municipal Council -MC has published Proposed Construction Of C C Road From Somnath House To Shinde House In P No 13 For M C Parli Vaijnath Dist Beed. Submission Date for this Tender is 11-11-2020. Road Work Tenders in MUNICIPARL COUNCIL PARLI VAIJNATH Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work : PROPOSED CONSTRUCTION OF C.C. ROAD FROM SOMNATH HOUSE TO SHINDE HOUSE IN P. NO. 13 FOR MUNICIPAL COUNCIL PARLI VAIJNATH DIST BEED | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for roadway in earth, soil of all sorts,sand,gravelor soft murum including dressing sectionto there quired grade,camber and sides lopes and conveying the excavated materials with al llifts uptoalead of 50m. and spreading for embankment or stacking as directed. | BI01010001010000000000000515BI0100001115 | 113.78 | Cum |
| 2 | 2 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | BI01010001010000000000000515BI0100001116 | 56.89 | Cum |
| 3 | 3 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete | BI01010001010000000000000515BI0100001117 | 56.89 | Cum |
| 4 | 4 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density,complete | BI01010001010000000000000515BI0100001118 | 28.44 | Cum |
| 5 | 5 | Construction of dry lean cement concrete Sub-base over aprepared sub-grade with coarse and fine aggregate (naturalsand /VSI grade finely washed crushed sand) conforming toIS:383, the size of coarse aggregate note xceeding 25mm, cement content not to beless than 150kg/ cum, optimummoisture contentt obedete rminedduring trial length construction, concrete strength not to beless than 10 Mpa at 7days, mixe dinabat chingplant / Weigh batch mixer, transported to site with all lead sand lifts, laid with apaver with electronic sensor / by suitable means asapproved by Engineer - i n -charge, compacting with vibratory roller, finishing, curing and including preparation of sub - grade surface if required etc. complete. | 37.93 | Cum | |
| 6 | 6 | Providing and laying Cast in situ / Ready Mix cement concrete in M 20 of trap /granite/ quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying / pumping, compacting, roughening the mif special finish is to be provided, finishing unevenand honeycom bed surface and curingetc. complete. The Cement Mortar 1:3 plaste r is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Panmixer) etc. complete. | 56.89 | Cum | |
| 7 | 7 | Material testing charges cement | BI01010001010000000000000515BI0100001119 | 1 | No |
| 8 | 7.01 | Aggregate | BI01010001010000000000000515BI0100001120 | 1 | No |
| 9 | 7.02 | Sand | BI01010001010000000000000515BI0100001121 | 1 | No |
| 10 | 7.03 | Cement concrete cube | BI01010001010000000000000515BI0100001122 | 3 | No |
| 11 | 7.04 | Royalty charges metal | BI01010001010000000000000515BI0100001123 | 84 | No |
| 12 | 8 | for sand | BI01010001010000000000000515BI0100001124 | 42 | Cum |
| 13 | 8.01 | for stone | BI01010001010000000000000515BI0100001125 | 142.22 | Cum |
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