Water Resources Department-WRD has published Raising Of Aashiyavav Anicut Village Aashiyavav Tehsil Bichhiwara , District Dungarpur ( Under Rajiv Gandhi Jal Sanchay Yojna ) . Submission Date for this Tender is 05-12-2020. Dam Work Tenders in BICHHIWARA Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 31-Oct-2020 | Date_Corrigendum | Date | 05-12-2020 |
| Name of Work : Raising of Aashiyavav anicut village Aashiyavav Tehsil Bichhiwara, District Dungarpur (Under Rajiv Gandhi Jal Sanchay Yojna) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.1 | Hard soil mixed with kankar/boulders, morrum | BI01010001010000000000000515BI0100001113 | 54.5 | Cum |
| 3 | 2 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, de- watering wherever required complete in all respect. | BI01010001010000000000000515BI0100001114 | ||
| 4 | 2.1 | Soft/disintegrated rock | BI01010001010000000000000515BI0100001115 | 109 | Cum |
| 5 | 2.2 | Hard rock not requiring blasting | BI01010001010000000000000515BI0100001116 | 109 | Cum |
| 6 | 2.3 | Phylites & other hard rock requiring nominal blasting | BI01010001010000000000000515BI0100001117 | 163.5 | Cum |
| 7 | 2.4 | Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal . The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate. | BI01010001010000000000000515BI0100001118 | 109 | Cum |
| 8 | 3 | Add extra item No. 2 (B) for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continuous | BI01010001010000000000000515BI0100001119 | ||
| 9 | 3.1 | Soft rock | BI01010001010000000000000515BI0100001120 | 65.4 | Cum |
| 10 | 3.2 | Hard rock not requiring blasting | BI01010001010000000000000515BI0100001121 | 76.3 | Cum |
| 11 | 3.3 | Phylites & other hard rock requiring nominal blasting | BI01010001010000000000000515BI0100001122 | 130.8 | Cum |
| 12 | 3.4 | Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor s free to use the usable excavated stone else- where for which any transaction expenditure & royalties, tax etc. if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the date. | BI01010001010000000000000515BI0100001123 | 98.1 | Cum |
| 13 | 4 | Drilling holes of 35 mm diameter for anchor rods.upto 1.50m. Depth | BI01010001010000000000000515BI0100001124 | 48 | Mtr. |
| 14 | 5 | Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete. | BI01010001010000000000000515BI0100001125 | 16 | Each |
| 15 | 6 | Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. | BI01010001010000000000000515BI0100001126 | 728 | Kg. |
| 16 | 7 | Preparation of foundation of structure including removal of all loose, stones, silt and final washing. By manual labour | BI01010001010000000000000515BI0100001127 | 96 | Sqm. |
| 17 | 8 | Cement concrete (1: 2 :4) M-15 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to 40mm. | BI01010001010000000000000515BI0100001128 | 32 | Cum |
| 18 | 9 | Side shuttering including propping etc. Complete (to achieve finish F2 for. | BI01010001010000000000000515BI0100001129 | ||
| 19 | 9.1 | Block joint of foundation stilling basins buckets,aprons etc.(non suspended horizontlly laid mass concrete) | BI01010001010000000000000515BI0100001130 | 322.5 | Sqm. |
| 20 | 10 | Cement concrete (1 : 1½ : 3) M-20 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to 20mm. | BI01010001010000000000000515BI0100001131 | 218 | Cum |
| 21 | 11 | Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (I.S. 1786-1985) | BI01010001010000000000000515BI0100001132 | 5501 | Kg. |
| 22 | 12 | Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement. | BI01010001010000000000000515BI0100001133 | ||
| 23 | 12.1 | In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc.(nonsuspended horizontally laid mass concrete) | BI01010001010000000000000515BI0100001134 | 218 | Cum |
| 24 | 13 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for superstructure including curing all leads of all construction materials including curing etc. complete.\nIn cement sand mortar 1:4 | BI01010001010000000000000515BI0100001135 | 244 | Cum |
| 25 | 14 | Plaster in cement sand morter 1:3 including racking of joints, smooth finishing & curing etc. including all leads of all construction materials complete of thickness 20mm.. | BI01010001010000000000000515BI0100001136 | 126 | Sqm. |
| 26 | 15 | Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate up to 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50mm. | BI01010001010000000000000515BI0100001137 | 22 | Sqm. |
| 27 | 16 | Extra lead for disposal of excavated material including loading & unloading wherever required for Mixed Strata Muck | BI01010001010000000000000515BI0100001138 | 545 | Cum |
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