Smart City Development Corporation Limited has published Implementation Of Projects Under Smart Cities Mission In Karnal City Road Widening Work Near Ambedkar Chowk In Karnal. Submission Date for this Tender is 23-04-2021. Road Work Tenders in Karnal Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Road Widening work near Ambedkar Chowk in Karnal under Karnal Smart City Projects | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road Widening work near Ambedkar Chowk | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Reinforced cement concrete with cleaning and straightening and cutting of bars if required for Drain Slab | BI01010001010000000000000515BI0100001113 | 42.34 | Cum |
| 3 | 1.02 | Taking out existing CC interlocking paver blocks from footpath/ central\nverge, including removal of rubbish etc., disposal of unserviceable\nmaterial to the dumping ground, for which payment shall be made\nseparately and stacking of serviceable material within 50 metre lead\nas per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | 132.24 | Sqmt |
| 4 | 1.03 | Dismantling Brick Work, Tile Masonry or Tile Lining and Tile\nTerracing, \nDismantling of Existing Wall and Drain | BI01010001010000000000000515BI0100001115 | 29.02 | Cum |
| 5 | 1.04 | Earth work in excavation in foundations, trenches, etc.in all\nkinds of soils, not exceeding 2 metres depth including\ndressing of bottom and sides of trenches, stacking the\nexcavated soil, clear from the edge of excavation and\nsubsequent filling around masonry, in 15 cm layers with\ncompaction, including disposal of all surplus soil, as directed\nwithin a lead of 30 metres, \nUnder the paver, for new drain and front of Dr Mangal Sain Auditorium gate | BI01010001010000000000000515BI0100001116 | 429.7 | Cum |
| 6 | 1.05 | First class brick laid in cement sand mortar 1:5 in foundation and plinth. \nFor new drain and new wall | BI01010001010000000000000515BI0100001117 | 118.39 | Cum |
| 7 | 1.06 | First class brickwork laid in cement sand mortar 1:5 in first storey upto 4 meters above plinth level.\nFor new wall | BI01010001010000000000000515BI0100001118 | 6.21 | Cum |
| 8 | 1.07 | Cement Concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth for new drain and new wall | BI01010001010000000000000515BI0100001119 | 48.08 | Cum |
| 9 | 1.08 | Cold twisted deformed (ribbed/ or steel) Fe500 bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete for drain slab . | BI01010001010000000000000515BI0100001120 | 45.4 | Qutl |
| 10 | 1.09 | Cement Concrete 1:1:2 with stone aggregate 20mm nominal size in foundation and plinth.including shuttering \nfor drain slab | BI01010001010000000000000515BI0100001121 | 37.84 | Cum |
| 11 | 1.1 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.25kg/sqm. | BI01010001010000000000000515BI0100001122 | 654.48 | Sqmt |
| 12 | 1.11 | Providing and laying dence bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired\ncompaction and density, complete as per specificatons and directions of Engineer-in-Charge-50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 -TPH capacity. \nfor front of Dr Mangal Sain Auditorium gate | BI01010001010000000000000515BI0100001123 | 32.72 | Cum |
| 13 | 1.12 | 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\nspecification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade\nVG-30 @ 5.5% (percentage by weight of total mix) and\nlime filler @ 3% (percentage by weight of Aggregate) and\nwaste plastic additive @ 8% (percentage by weight of\nbitumen) prepared in Batch Type Hot Mix Plant of 100-\n120 TPH capacity.\nfor front of Dr Mangal Sain Auditorium gate | BI01010001010000000000000515BI0100001124 | 19.63 | Sqmt |
| 14 | 1.13 | Providing and fixing Glow studs of size 120x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge | BI01010001010000000000000515BI0100001125 | 630 | Nos |
| 15 | 1.14 | Painting lines, dashes, arrows, etc. on roads, air fields like in two coats with ready mixed road making paint brushing, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved.over 10 cm in width (white and yellow spirit based paints) | BI01010001010000000000000515BI0100001126 | 48 | Sqmt |
| 16 | 1.15 | Supplying and stacking at site 63 mm to 45 mm size stone aggregate \nfor front of Dr Mangal Sain Auditorium gate | BI01010001010000000000000515BI0100001127 | 65.4 | Cum |
| 17 | 1.16 | Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate\nfor front of Dr Mangal Sain Auditorium gate | BI01010001010000000000000515BI0100001128 | 65.4 | Cum |
| 18 | 1.17 | Laying and consolidation of stone metal, wearing coat, to water-bound-macadam specification, including making side dowles, carrying the metal from stacks and spreading\nto templates, screening and spreading the binding material, and consolidating the stone metal and blinding material, to proper camber, with road roller, | BI01010001010000000000000515BI0100001129 | 130.8 | Sqmt |
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