Mathura Vrindavan Development Authority has published Tender For Beautification Of Road And Drain -Work No 04 Vrindaavan Me Paapadi Chauraahe Se Parikrama Maarg ( Lalita Aashram ) Tak Sadak Evan Naalee Suddeekaran Ka Kaary. Submission Date for this Tender is 04-06-2021. Road Repair Tenders in MVDA Mathura Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 26-May-2021 | Date Extended | Date | 04-06-2021 |
| Name of Work: Work No 04, o`Unkou esa ikiM+h pkSjkgs ls ifjdzek ekxZ ¼yfyrk vkJe½ rd lM+d ,oa ukyh fuekZ.k dk;ZA | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). (CH-17 S.I. No. 692 SOR 2019-20) | BI01010001010000000000000515BI0100001115 | 2 | cum |
| 2 | 2 | Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet).(CH-17 S.I. No. 694 SOR 2017-18) | BI01010001010000000000000515BI0100001116 | 1 | cum |
| 3 | 3 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge | BI01010001010000000000000515BI0100001117 | 168 | cum |
| 4 | 4 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. | BI01010001010000000000000515BI0100001118 | 135 | cum |
| 5 | 5 | Cartage of Malva/earth from 5 km distance including loading & unloading etc all complete | BI01010001010000000000000515BI0100001119 | 303 | cum |
| 6 | 6 | Providing & laying cement concrete in 1:4:8 (1cement:4coarse sand:8stone ballast 40mm gauge) and curing complete including cost of form work in foundation and floors. S.I. No.-275 | BI01010001010000000000000515BI0100001120 | 21 | cum |
| 7 | 7 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in Foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. S.I. No.-305 | BI01010001010000000000000515BI0100001121 | 65 | cum |
| 8 | 8 | Providing & laying P.C.C 1:1.5:3 in cement, coarse sand &20mm guage approved stone grit including supply of all materials, labour, etc required for proper completion of the work SI 279(A) | BI01010001010000000000000515BI0100001122 | 16.5 | cum |
| 9 | 9 | 12mm thick plaster in 1:4 (1 cement : 4 coarse sand) in single coat of roughside of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive. S.I. No.- 582 (iv) | BI01010001010000000000000515BI0100001123 | 186 | sqm |
| 10 | 10 | RCC work providing and laying in position specified grade of reinforced cement concrete slab including the cost of centering, shuttering, finishing and excluding reinforcement. Above plinth level upto fifth floor level : 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone ) Chapter-5 SI no 11 | BI01010001010000000000000515BI0100001124 | 3.6 | cum |
| 11 | 11 | Mild steel (tor of plain ) in plain work such as R.C.C or R.B work when not included in an over all rates. Wrought to required shape and size including cutting, bending ans supply of all materials, labours T&P required for all completion of work. | BI01010001010000000000000515BI0100001125 | 4.5 | qtl |
| 12 | 12 | Providing, laying spreading & compacting of granular sub base by providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on prepared surface, mixing by mix I n placed method with Rotovater at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoR &H clause 401& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. | BI01010001010000000000000515BI0100001126 | 60 | cum |
| 13 | 13 | Providing, laying spreading & compacting graded stone aggregate of approved quarry to wet mix macadam (WMM) specification including premixing the material with water at O.M.C in machenical mix plant carriege of mixed material by tipper to site, lating in uniform layers with paver in sub -base /base course on well prepared suface & compacting with vibroatory roller to achieve the desired density complete as per MoR &H clause 406& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. | BI01010001010000000000000515BI0100001127 | 55 | Rmt |
| 14 | 14 | Providing, & applying Tack coat with bitumen VG-10 using Bitumen pressure distributor @ 0.30 kg/sqm on the prepared grangular/ old painted surface, cleaned with mechanical broom including all Taxes material, labour, T& P etc. required for proper completion of work. Rates including of bitumen VG-10 (As per MORTH 502 and PWD SOR 2014-15) | BI01010001010000000000000515BI0100001128 | 275 | sqm |
| 15 | 15 | Providing, & applying Tack coat with bitumen VG-10 using Bitumen pressure distributor @ 0.60 kg/sqm emulsion on the prepared grangular/ old painted surface, cleaned with mechanical broom including all Taxes material, labour, T& P etc. required for proper completion of work. Rates including of bitumen VG-10 (As per MORTH 502 and PWD SOR 2014-15) | BI01010001010000000000000515BI0100001129 | 1650 | sqm |
| 16 | 16 | P/L bitumenous macadam to required density and bitumen will be used 3.40% by weight of mix concrete. Mixing the stone gritt and bitumen in hot mix plant and laying with paver finisher to required level and slopes and compecting by 8-10 m.T. road roller and by vibratory roller including cost of all materials labour T&P and hire charges of hot mix plant paver finisher and all required machinery. | BI01010001010000000000000515BI0100001130 | 50 | cum |
| 17 | 17 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 30 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | BI01010001010000000000000515BI0100001131 | 30 | cum |
| 18 | 18 | P/L of hot applied thermopalastic compound 2.5mm thick inlcuding reflectorsing glass beads @ 250gms per sqm area thickness 2.5mm is exclusive of surface applied glass beads as per IRC 35. The fiinsihed surface to be level, uniform and free from steaks and holes. | BI01010001010000000000000515BI0100001132 | 60 | sqm |
| 19 | 19 | P/L of 80 mm thick interlocking R.M. of PVC mould paved Coloured Tile strength M-30 Kg/sqcm including/providing a base layer of fine sand below tiles & jointing with mortar including supply of all materials labour etc required for proper completion of the work | BI01010001010000000000000515BI0100001133 | 300 | sqm |
| 20 | 20 | Providing and placing in position 100mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes,of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick \n100mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. DSR 16.93 | BI01010001010000000000000515BI0100001134 | 175 | sqm |
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