Urban Improvement Trust-UIT has published Tender For Construction Of Bt Road At Div-I-A Kota (Arc). Submission Date for this Tender is 02-05-2024. Road Work Tenders in kota Rajasthan. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| 47ad951c-21a3-4a2a-bf13-caa932e5aaa5.html | Tender Notice | 0 KB |
| BOQ_695040.xls | Tender Document | 0 KB |
| corrigendum38.pdf | Tender Document | 0 KB |
| CorrigendumNIT38-2.pdf | Tender Document | 0 KB |
| Special_Condition_7.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | filling of pot holes and patch repairs with built up spray grout in two layer with 53-22.4 mm size of aggregate upto 75 mm depth and removal of all failed material trimming of completed excavation to provide firm vertical faces cleaning of surface pinting of tack coat on the sides and bases of excavation as per causes 503 back filling the pot holes with hot bituminous material using bitumen VG10 grade as per clause 506 compacting with 8-10 tonnel power roller trimming and finishing the surface to form a smooth continous surface all as per clause 3004.2 including cost of material fuel Tand P etc complete (MORTH specification clause 503,506and 3004.2) |
| 2 | Providing, laying and spreading and compacting crushed graded stone aggregates as per table 400-108400-11 to wet mix macadam specifications including premixing the material at OMC in mechanical mixer (pug mill)as per design mix. carriage of mixed material by tipper to site, laying in uniform layers with motor grader, F.E. loader/paver finisher in sub base/base course, on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting guarding, barricading and maintenance of driversion complete (Morth specification clause 406) with all lead and lift. |
| 3 | Providing and applying tack coat on prepared surface with bitumen emulsion as per Is 8887 & manufacturer"s specificaiton @0.2 Kg/sqm with Ja self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and tempretures including cleaning of road surface) as per MORTH Specification: Clause 502, 112 |
| 4 | Providing and laying Bituminous Macadam on prepared surface with specified graded crushed eggregates as per Table 500-7, Grading-2, for base binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen including cost of anti-stripping compound, wherever required) in hot mix plant (40-60) TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MORTH Specification: Clause 504, 112] with all lead & lift. 50/75mm compacted thickness with 3.3% bitumen VG30 grade |
| 5 | Providing and laying 20mm thick Mix Seal Surfacing on a prepared surface in a single Course composed of specified close graded crushed stone aggregates (as per table 500-19) premixed with bituminous binder (including cost of anti-stripping compound, wherever required). In a Hot Mix Plant 40-60 TPH with F.E. loader, laying with paver finisher, transporting the mixed Material by tipper and rolling with power roller 8-10 tonne, to achieve desired density approved by the department, but excluding cost of tack coat with all lead & lift (MORTH specification: clause 508). Type "A" (22 kg binder I per 10 sqm) bitumen VG30 grade. |
| 6 | Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course,composed of specified graded crushed aggregate as per table 500-23 heating bituminous binder @14.6kg/10 sqm and aggregate in hot mix plant (including cost of antistripping compound wherever required),transporting the mixed material with tipper and laying with paver finisher to the required level and grade rolling with power roller,8-10 tonne but excluding cost of tack coat and seal coat with all lead and lift MORTH specification clause 510,112) In Hot Mix Plant 40-60 TPH including loading of aggregates with FE loader bitumen VG 30 GRADE |
| 7 | providing and applying liquid seal coat type A comprising of a layerof bituminous binder @9.8 kg 10 sqm (including cost of antistripping compound wherever required followed by a cover of stone chipping @.09 cum/10sqm of specified grading and rolling with power roller 8-10 tonne (MORTH Specification clause 511)Bitumen VG 30grade |
| 8 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). |
| 9 | 300 mm dia |
| 10 | 600 mm dia |
| 11 | Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 12 | Transportation of excavatedearth from site including loading – unloading etc. complete with all lead and lift.(For 5 Km lead) |
| 13 | M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 ofIS 15658:2006 |
| 14 | Category‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 15 | Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) : BY MECHANICAL MEANS |
| 16 | Bituminous Courses |
| 17 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled Materials upto a lead of 1000 mtrs. stacking serviceable and unserviceable Materials separately.(MoRTH specification : Clause 202) |
| 18 | Providing, laying and spreading of granular sub-base by providing coarse graded Material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401. Grading-III |
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