Water Resources Department-WRD has published Tender For Re-Sectioning, Restoration , Retaining Wall And Structure, Construction Of Of Anta Khadi Upto Ratadiya Puliya (10.2 Km) Including Dugari , Thikariya Puliya Including Prorata Charges, Price Escalation, Contingency, Land Etc. Submission Date for this Tender is 21-12-2022. Wall construction Tenders in baran Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 4.24 Sludge clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. |
| 2 | Cuttingandclearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora 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) |
| 3 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.(Hard soil mixed with Kankar boulders, Morrum) |
| 4 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.(Hard rock not requiring blasting ) |
| 5 | Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; (For mix design Cement content considered 320 kg/ cum of concrete) (20mm) |
| 6 | Supplying of M.S. reionforcement 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 (IS :1786-1985)) |
| 7 | Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. |
| 8 | (Note-18)Add extra with the permission of Superintending Engineer, per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used. |
| 9 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. (Hard dense soil) |
| 10 | Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-wateringwherever required. |
| 11 | Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. (In cement mortar) |
| 12 | Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including dewatering, disposal of excavated material in the designated spoil bank/ embankment and dressing of excavated material with all leadsandlifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditureandroyalties, 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. |
| 13 | Drilling holes of 35 mm diameter for anchor rods. (i)Upto 1.50 m. depth) |
| 14 | Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete |
| 15 | Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. |
| 16 | Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; (For mix design Cement content considered 400 kg/ cum of concrete) (20mm) |
| 17 | Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto; (For mix design Cement content considered 420 kg/ cum of concrete) (20mm) |
| 18 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. (With lead beyond 250 m and up to 750 m (half Km)) |
| 19 | Compaction of earth or highly weathered strata(By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.) ((ii) at least 98% of Standard Proctors density ) |
| 20 | Watering of earth including cost of carriage of water when source of water is (up to 1 Km) |
| 21 | Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205]. |
| 22 | Providing, laying and fixing of Filler Joint Providing and fixing in position 20mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specification in MoRTH specification : clause 2605. |
| 23 | Providing, laying and fixing of Filler Joint Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605. |
| 24 | Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification |
| 25 | Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift |
| 26 | Dry lean cement concrete sub - base.Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing. |
| 27 | Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade |
| 28 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.(Hard rock not requiring blasting ) 5.10.1 Extra lead over item no 1 to 8 of excavated material.(Beyond initial lead of 50 mandupto 250m) 5.10.2 Extra lead over item no 1 to 8 of excavated material. (Add extra over item 10 (a) for lead beyond 250mandupto 750m (for average half Km)) 5.10.3 Extra lead over item no 1 to 8 of excavated material. |
| 29 | (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) 5.10.3 Extra lead over item no 1 to 8 of excavated material. (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) 5.10.3 Extra lead over item no 1 to 8 of excavated material. (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) 5.10.3 Extra lead over item no 1 to 8 of excavated material. (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) 5.10.3 Extra lead over item no 1 to 8 of excavated material. (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) |
| 30 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.(Hard soil mixed with Kankar boulders, Morrum) 5.10.1 Extra lead over item no 1 to 8 of excavated material.(Beyond initial lead of 50 mandupto 250m) 5.10.2 Extra lead over item no 1 to 8 of excavated material. (Add extra over item 10 (a) for lead beyond 250mandupto 750m (for average half Km)) |
| 31 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.(Hard rock not requiring blasting ) 5.10.1 Extra lead over item no 1 to 8 of excavated material.(Beyond initial lead of 50 mandupto 250m) 5.10.2 Extra lead over item no 1 to 8 of excavated material. (Add extra over item 10 (a) for lead beyond 250mandupto 750m (for average half Km)) |
| 32 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.(Phyliteandother hard rock requiring nominal blasting) 5.10.1 Extra lead over item no 1 to 8 of excavated material.(Beyond initial lead of 50 mandupto 250m)5.10.2 Extra lead over item no 1 to 8 of excavated material.(Add extra over item 10 (a) for lead beyond 250mandupto 750m (for average half Km)) |
| 33 | Centering and shuttering for piers, galleries, barrels,intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish) |
| 34 | Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-wateringwherever required and all applicable taxes and levies etc. complete in all respect(Earth / Soil) 5.10.1 Extra lead over item no 1 to 8 of excavated material.(Beyond initial lead of 50 mandupto 250m) 5.10.2 Extra lead over item no 1 to 8 of excavated material. (Add extra over item 10 (a) for lead beyond 250mandupto 750m (for average half Km) 5.10.3 Extra lead over item no 1 to 8 of excavated material. (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) 5.10.3 Extra lead over item no 1 to 8 of excavated material. (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) 5.10.3 Extra lead over item no 1 to 8 of excavated material. (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) |
| 35 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. (Hard dense soil) 5.9.1 Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect. (Not exceeding 15cm) cum 5.10.2 Extra lead over item no 1 to 8 of excavated material. (Add extra over item 10 (a) for lead beyond 250mandupto 750m (for average half Km)) |
| 36 | Providing bitumen joints filter sheet conforming to IS: 1838-1983 20 mm |
| 37 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.(Hard soil mixed with Kankar boulders, Morrum) 5.10.1 Extra lead over item no 1 to 8 of excavated material.(Beyond initial lead of 50 mandupto 250m) 5.10.2 Extra lead over item no 1 to 8 of excavated material. (Add extra over item 10 (a) for lead beyond 250mandupto 750m (for average half Km)) 5.10.3 Extra lead over item no 1 to 8 of excavated material. |
| 38 | (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) 5.10.3 Extra lead over item no 1 to 8 of excavated material. (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) 5.10.3 Extra lead over item no 1 to 8 of excavated material. (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) 5.10.3 Extra lead over item no 1 to 8 of excavated material. (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) 5.10.3 Extra lead over item no 1 to 8 of excavated material. (Add extra for each subsequent lead of 500m or part, there of beyond 0.5 Km. andupto5 Km) |
| 39 | Preparation of foundation of structure including removal of all loose stones, silt and final washing. (by manual labour) |
| 40 | Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. (Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.) |
| 41 | Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-wateringwherever required and all applicable taxes and levies etc. complete in all respect(Earth / Soil) |
| 42 | Dry boulder filling in required profile with filling of voids etc. complete including all leadandlifts, and well finished surface |
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