1707999787000 | 0 | None | None | Bridges | PROPOSED CONSTRUCTION OF BRIDGE TO BASAVNAGAR RAJKALUVE APPROACH TO GRAVEYARD AT WARD NO.15. CHITTAPUR TOWN TQ.CHITTAPUR DIST.KALABURAGI | 8396426.65 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2607673 | 81470 | None | code001 | Mechanical Means: -In all kinds of soils Depth upto 3m 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 | Cum | 116.84 | 116.84 | 1074.54 | False | None | None | False | None | False | 125549.2536 | 0 | 2607674 | 81470 | None | code002 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of formwork is included) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. | 3 KG | 6860.07 | 6860.07 | 27.37 | False | None | None | False | None | False | 187760.1159 | 0 | 2607675 | 81470 | None | code003 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of formwork is included) M25 Design Mix Using 20mm nominal size graded crushed coarse aggregates. | Cum | 7257.54 | 7257.54 | 125.66 | False | None | None | False | None | False | 911982.4764 | 0 | 2607676 | 81470 | None | code004 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of formwork is included) M25 Design Mix Using 20mm nominal size graded crushed coarse aggregates | Cum | 7257.54 | 7257.54 | 167.14 | False | None | None | False | None | False | 1213025.2356 | 0 | 2607677 | 81470 | None | code005 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of formwork is included) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7838.28 | 7838.28 | 128.58 | False | None | None | False | None | False | 1007846.0424 | 0 | 2607678 | 81470 | None | code006 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 | Cum | 7151.55 | 7151.55 | 8.04 | False | None | None | False | None | False | 57498.462 | 0 | 2607679 | 81470 | None | code007 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704. | Cum | 12426.75 | 12426.75 | 16.8 | False | None | None | False | None | False | 208769.4 | 0 | 2607680 | 81470 | None | code008 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 | Cum | 14669.55 | 14669.55 | 15.96 | False | None | None | False | None | False | 234126.018 | 0 | 2607681 | 81470 | None | code009 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200 | Cum | 2810.85 | 2810.85 | 148.07 | False | None | None | False | None | False | 416202.5595 | 0 | 2607682 | 81470 | None | code010 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200 | Cum | 1226.4 | 1226.4 | 441.59 | False | None | None | False | None | False | 541565.976 | 0 | 2607683 | 81470 | None | code011 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705 | No | 3434.55 | 3434.55 | 8.0 | False | None | None | False | None | False | 27476.4 | 0 | 2607684 | 81470 | None | code012 | Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. MORTH Specification No. 1600 & 2200. | Tonne | 90754.65 | 90754.65 | 22.7 | False | None | None | False | None | False | 2060130.555 | 0 | 2607685 | 81470 | None | code013 | Supplying fitting & placing TMT Fe550 bar reinforcement to super-structure complete as per Specifications MORTH Specification No. 1600.
| Tonne | 90990.9 | 90990.9 | 10.0 | False | None | None | False | None | False | 909909.0 | 0 | 2607686 | 81470 | None | code014 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No.2703,1500,1600and 1700. provide crash barrier | Mtr | 2445.45 | 2445.45 | 53.2 | False | None | None | False | None | False | 130097.94 | 0 | 2607687 | 81470 | None | code015 | Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/ NH-33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified MORTH Specification No. 809 B. Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) | Mtr | 4870.0 | 4870.0 | 70.0 | False | None | None | False | None | False | 340900.0 | 0 | 2607688 | 81470 | None | code016 | Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification
| Mtr | 143.85 | 143.85 | 54.0 | False | None | None | False | None | False | 7767.9 | 0 | 2607689 | 81470 | None | CODE017 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications
| Mtr | 242.55 | 242.55 | 54.0 | False | None | None | False | None | False | 13097.7 | 0 | 2607690 | 81470 | None | code018 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
| Mtr | 50.4 | 50.4 | 54.0 | False | None | None | False | None | False | 2721.6 | 0 |
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