| 1720765425000 | 0 | None | None | Roads | Development of road and Construction of drain at Pangi Hospital to Sand Shankar Circle in TMC Athani Limit. | 2944835.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3513214 | 125950 | None | 001 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . Depth upto 3 m (Page No.8, V-I ,I.No. 1.14.1)
| Cum | 107.1 | 107.1 | 236.0 | False | None | None | False | None | False | 25275.6 | 0 | | 3513215 | 125950 | None | 002 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work CSR 2023-24 Volume 3 (P No: 17 I.No: 3.1 )
| Cum | 89.25 | 89.25 | 236.0 | False | None | None | False | None | False | 21063.0 | 0 | | 3513216 | 125950 | None | 003 | Filling Pot-holes and Patch Repairs with Open-GradedPremix surfacing, 20mm (using VG-30 Grade Bitumen). Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface,painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2. .CSR. 2023-24 Vol-3 P.No.91/I No.10.4
| Sqm | 164.85 | 164.85 | 209.0 | False | None | None | False | None | False | 34453.65 | 0 | | 3513217 | 125950 | None | 004 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300- CSR. 2023-24 Vol-3 P No.17 /I No.3.6
| Cum | 517.65 | 517.65 | 152.0 | False | None | None | False | None | False | 78682.8 | 0 | | 3513218 | 125950 | None | 005 | Construction of Granular Sub Base by providing graded Material,mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement). For Grading III Material CSR 2023-24 Volume 3 P No.25/I No.4.10 403 B(i)
| Cum | 3435.05 | 3435.05 | 42.0 | False | None | None | False | None | False | 144272.1 | 0 | | 3513219 | 125950 | None | 006 | Tack coat on Bituminous surface: Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom CSR. 2023-24 P No.43 /I No.5.32 (503) Vol-3.
| Sqm | 12.6 | 12.6 | 4180.0 | False | None | None | False | None | False | 52668.0 | 0 | | 3513220 | 125950 | None | 007 | Bituminous Concrete Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. CSR. 2023-24 P No.36 I No.5.14 Vol-3 | Sqm | 11240.25 | 11240.25 | 104.5 | False | None | None | False | None | False | 1174606.125 | 0 | | 3513221 | 125950 | None | 008 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) CSR 2023-24 Volume 3 (P No: 51 I.No:6.8.2 ) .
| Sqm | 1219.05 | 1219.05 | 420.0 | False | None | None | False | None | False | 512001.0 | 0 | | 3513222 | 125950 | None | 009 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (Page No.15,I.No. 2.3.1)
| Cum | 6639.15 | 6639.15 | 3.6 | False | None | None | False | None | False | 23900.94 | 0 | | 3513223 | 125950 | None | 010 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. CSR. 2023-24 P No.67/I No.8.15 Vol-3
| Sqm | 556.5 | 556.5 | 152.0 | False | None | None | False | None | False | 84588.0 | 0 | | 3513224 | 125950 | None | 011 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications ofCategory A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. CSR. 2023-24 P No.74 /I No.8.43 Vol-3
| Nos | 383.25 | 383.25 | 225.0 | False | None | None | False | None | False | 86231.25 | 0 | | 3513225 | 125950 | None | 012 | Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022. Two lane for formation width of 9.00 m CSR. 2023-24 P No.80 /I No.8.60.1 (iii) Vol-3
| Nos | 49467.6 | 49467.6 | 2.0 | False | None | None | False | None | False | 98935.2 | 0 | | 3513226 | 125950 | None | 013 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 . CSR. 2023-24 P No.80 /I No.8.60.1 (iii) Vol-3
| Each | 4511.85 | 4511.85 | 5.0 | False | None | None | False | None | False | 22559.25 | 0 | | 3513227 | 125950 | None | 014 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 . CSR. 2023-24 P No.80 /I No.8.60.1 (iii) Vol-3
| Each | 6851.25 | 6851.25 | 2.0 | False | None | None | False | None | False | 13702.5 | 0 | | 3513228 | 125950 | None | 015 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 . CSR. 2023-24 P No.80 /I No.8.60.1 (iii) Vol-3
| Each | 4435.2 | 4435.2 | 4.0 | False | None | None | False | None | False | 17740.8 | 0 | | 3513229 | 125950 | None | 016 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates CSR 2023-24 Volume 1 (P No: 15 I.No:2.1.3 )
| Cum | 6288.45 | 6288.45 | 13.75 | False | None | None | False | None | False | 86466.1875 | 0 | | 3513230 | 125950 | None | 017 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates CSR 2023-24 Volume 1 (Page No.15,I.No. 2.3.1)
| Cum | 6639.15 | 6639.15 | 33.75 | False | None | None | False | None | False | 224071.3125 | 0 | | 3513231 | 125950 | None | 018 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. CSR 2023-24 Volume 1 (P No: 111 Addendum 1 SL.NO 4)
| Cum | 2323.7 | 2323.7 | 33.75 | False | None | None | False | None | False | 78424.875 | 0 | | 3513232 | 125950 | None | 019 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures .CSR 2023-24 Volume 1 (P No: 18 I.No:2.11 (h) )
| Tonne | 82961.55 | 82961.55 | 1.9912 | False | None | None | False | None | False | 165193.03836 | 0 |
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