Water Resources Department-WRD has published Renovation Of Ganga Bala Level Crossing Structure On Banganga River Tehsil Bilara District Jodhpur. Submission Date for this Tender is 08-06-2020. Canal Construction Tenders in BILARA Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-Apr-2020 | Corrigendum No. 03 | Date | 11-05-2020 |
| 2 | 07-May-2020 | Corrigendum No 04 | Date | 08-06-2020 |
| Name of Work: -Renovation of Ganga Bala Level crossing Structure on Banganga River, Tehsil, Distt. Jodhpur | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cutting & clearance of jungle, bushes, shrubs, Ankra/Ipomoea, Julieflora typna etc. on canal and bunds in dry/moist/ slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick | 21067.5 | Sqm | |
| 2 | 2 | Earth work in rough (Borrow area) excavation for embankment in hard soil, morrum or highly weathered strata dry or moist including laying in 20 cm. layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of atleast 98% of standard proctor's density with initial lift of 1.5 m. (excluding charges for compaction and watering ) including loading and unloading wherever required complete in all respect. within initial lead of 250 m. | 27792.1 | Cum | |
| 3 | 3 | Add extra for each subsequent lead of 500m or part, there of beyond ½ Km and up to 750mtr Lead 1/2 Km | 20289.3 | Cum | |
| 4 | 4 | add extra beyond 250m for each subsequent km or pat of there of upto 12 km | 7502.85 | Cum | |
| 5 | 5 | Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of.95% | 20289.3 | Cum | |
| 6 | 6 | Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of.98% | 7502.85 | Cum | |
| 7 | 7 | Watering of earth including cost of carriage of water when source of water is 5 Km. Beyond 1 Km but up to 5 Km extra per Km | 27792.1 | Cum | |
| 8 | 8 | 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 Hard soil mixed with Kankar / boulders, Morrum | 7331.72 | Cum | |
| 9 | 9 | Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts | 2015.87 | Cum | |
| 10 | 10 | Rip rap stone laying in required profile properly hand packed using stone of specified size including all lead and lift. 23 cm thickness (± 5 % thickness tolerance) | 1354.4 | Cum | |
| 11 | 11 | Dry boulder filling in required profile with filling of voids etc. complete including all leads & lifts, and well finished surface. | 237.6 | Cum | |
| 12 | 12 | Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. In cement mortar | 130 | Cum | |
| 13 | 13 | Cement concrete mix (1:3:6) M-10 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 upto 40 mm | 314.4 | Cum | |
| 14 | 14 | 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 foundation including curing all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 | 1595.43 | Cum | |
| 15 | 15 | 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 superstructre including curing all leads of all construction materials including curing etc. complete. Add extra masonry work in superstructre for Dam and other works (2981+152 = 3133) is 91:5) | 1230.9 | Cum | |
| 16 | 16 | Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction material in mortar ratio. In Cement sand mortar 1:3 | 1096.01 | Sqm | |
| 17 | 17 | Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50mm | 192.15 | Sqm | |
| 18 | 18 | Side shuttering including propping etc. complete to achieve finish F2 for retaining wall up stream or down stream slope facing of dams and open faces of construction joints etc. | 498.6 | Cum | |
| 19 | 19 | Cement concrete (1:2:4) M-15 well mixed & laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone agg. of maximum size upto (d) 20 mm | 504 | Cum | |
| 20 | 20 | Cement concrete nominal mix (1:1.5:3) 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 upto 20MM | 414 | Cum | |
| 21 | 21 | Supplying of M.S. reinforcement including labour charges for bending binding and placing in poisiton all reinforcement as per drawing including cost of binding wire and all lead and lift using (ii) Tor or ribbed bars (IS:1786-1985) | 18445 | Kg | |
| 22 | 22 | Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement. (a) In foundation rafts, beams, colomns bases stilling basins, buckets, aprons etc. (nonsuspended horizontally laid mass concrete) | 414 | Cum | |
| 23 | 23 | Coursed stone masonry (using C.R. stone for face work duly hammer dressed on beds and all sides, the bed joints and faces chisel dressed for at least 8 cm back from face and at least 4 cm from sides, height not less than 25 cm and weighing not less than 50 kg, 50 % stones to have depth more than 45 cm and tail area not less than half the face area) for foundation (up to 0.5 m thickness) including all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4 | 0.24 | Cum | |
| 24 | 24 | Plaster in cement sand mortar 1 : 4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness 25 mm | 38.81 | Sqm | |
| 25 | 25 | Supply and fixing of sluice/regulator gates using MS plates, channels, tees, angles, girders etc. of given size an design having suitable brass/ gun metal lining, rubber selas etc. and desired rod length, capstan head, clamps keys, wire ropes, ladders, supports, etc. complete (excluding civil wortks) including painting with red-ixide paint & delivery at site (size upto 1 sqm) | 350 | Kg | |
| 26 | 26 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 600mm NP-3 | 10 | RM | |
| 27 | 27 | Dismantling of masonary with care inclusive of de-watering wherever required dry stone masonary or pitching | 135 | Cum | |
| 28 | 28 | Lip cutting and final dressing as per designed section including re-handlining and disposal of excavated earth in layers 20cm on embankments etc. with cost of dewatering wherever required, and complete in all respect. | 5888.7 | SQM | |
| 29 | 29 | Ploughing/Picking the surface of old embankment. | 15835.7 | SQM |
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