Urban Local Bodies has published Tender For Providing And Laying Of Ipb From Anil Baniya To Balaji Boot House Main Gali In Hanuman Colony ,Ward No. 7 Under M.C.Panipat (Rural). Submission Date for this Tender is 23-06-2023. Paver Blocking Tenders in panipat Haryana. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | [10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 |
| 2 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) |
| 3 | [17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications |
| 4 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. |
| 5 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. |
| 6 | [17.8.1]Compaction 1. Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling |
| 7 | [17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications |
| 8 | [17.8.3]Compaction 3. Extra for rolling to specifications |
| 9 | [21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar |
| 10 | [3.1.18]By Mechanical Transport including loading, unloading and stacking18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. |
| 11 | [3.1.2]By Mechanical Transport including loading, unloading and stacking2. Earth |
| 12 | [3.1.2]By Mechanical Transport including loading, unloading and stacking2. Earth |
| 13 | [3.1.2]By Mechanical Transport including loading, unloading and stacking2. Earth |
| 14 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) |
| 15 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 16 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 17 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 18 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete |
| 19 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform |
| 20 | [6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 21 | [7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 22 | Recovery of Old and serviceable IPBs (80 mm) including their carriage. |
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