Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | (GMRT Central Square - Sr. No. 1 to 31) Scarifying the existing bituminous road surface to a depth of 50 to 150 mm (depending upon the site condition) removing, by manual or mechanical means, including transportaion/desposing any where, outside the housing colony and as directed & bringing the existing road to proper grade, level & camber &/ as per super elevation, rolling with 10/12 Tonnes power roller & binding the scarified layer with stone dust/grit/ sand, watering, brushing, rolling, etc. complete as specified and directed by the Engineer. (Note:- This Item Quantity Shall be executed only based on the site condition and whereever required at the time of execution) all complete as directed by GMRT-NCRA. |
| 2 | Earthwork in excavation by mechanical means(hydraulic excavator)/manual means over areas including getting out and disposal of excavated earth lead upto 300 m and for all lift, including dressing to camber, artificial watering and consolidating with road roller of required capacity including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within desired location of housing colony etc. all complete as directed by Engineer-in-charge. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 3 | Providing and laying Bitumen Penetration Macadam(BPM)/MPM of specified thickness with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 30 @ 50 kg/ 10 sqm. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade VG - 30, including heating the bitumen at required Temperature, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg /sqm. all complete as directed by GMRT-NCRA. |
| 5 | Providing and laying 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 compaction and density, complete as per specificatons and directions of NCRA. 50 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of totalmix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 6 | 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 specification, complete and as per directions of NCRA-GMRT. 50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 7 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 30 with no solvent (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 8 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG -30 and blinding surface with 0.90 cum of M-Sand of 3mm size per 100 sqm of road surface, including rolling and finishing with power road roller a+B46ll complete. all complete as directed by GMRT-NCRA. |
| 9 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory power rollerto achieve the desired density, complete as per specifications and directions of NCRA.(Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA.-----------------------------------------------------------------------------------------With material conforming to Grade-I of specified thickness (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 10 | With material conforming to Grade-II of specified thickness (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 11 | Providing and laying water bound macadam road of 100 mm consolidated thickness including preparing the subgrade with proper level,camber,supplying and spreading 45 to 63 mm size graded stone metal (Spotless black trap stone metal) in correct line, level, camber, compacting by power road roller & binding the surface with approved grit or murrum of minimum 50mm thick, and compacting properly with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, artificial watering and compacting to the required density .etc. all complete as directed by the Engineer In-charge. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 12 | Clearing/cutting the road side shoulder grass and removal of the rubbish up to a distance of 50m or outside the periphery of the area cleared including, properly dressing the surface to recieve the hard murrum etc. all complete as directed by GMRT-NCRA. |
| 13 | Brooming the old W.B.M surface by wire brushes, coir brushes, dustingm cleaning or mechanical means etc. for receiving the bituminous treatment with required with all tools & tackels and stacking the garbage at specified place etc. all complete as directed by GMRT-NCRA. |
| 14 | Removing an Existing Reinforced Cement Concrete (RCC) Hume pipe of 450 mm diameter, involves specialized excavation (excavation shall be paid in relevent item), carefully lifting to avoid cracking surrounding structures, and transportation (including loading + unloading) of the materials to the desired location as directed within the campus, removing existing collars/joints, lifting using necessary machine/manpower, Unserviceable material must be cleared, and reusable pipe sections must be stacked within a specified lead as directed. The single pipe typically measures 2.5 meters in length all complete as directed by the GMRT-NCRA.(The total length of the hume pipe is approximately - 7.5 RMT) |
| 15 | Providing and laying 700 mm internal dia non-pressure NP-3 class (Heavy Duty) R.C.C pipe, in road crossing, in correct line, level, slope, in manual or mechanical means joint filling/ collars jointed with stiff mixture of cement mortar in the proportion cement mortar 1:2(1 cement : 2 find sand), including curing and testing of joints etc. The cost includes all the required operations to complete the work in all aspects.all complete as directed by GMRT-NCRA. |
| 16 | Providing and laying Rubble stone hardcore soling to receive GSB etc. of consolidated thickness of 230 mm to 300 mm (Depending up on the site conditions) using approved quality spotless good quality stones with vertically handset, interstice packed with smaller stone chips, binding with supplying and laying approved quality murum/stone chips etc. all as directed in to the gaps, watering, ramming, consolidating,compaction using tampers and finishing to required level/depth etc. Rate shall include the cost of all Men, materials, machineries & tools etc. involved to complete the work in all aspects and all complete as directed by the Engineer-In-charge. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to NCRA authorities for verification. The levels shall be taken only in the presence of the NCRA Civil representative using Auto Level/Total Station/DGPS with prior approval of NCRA at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) |
| 17 | Supplying, laying, spreading and Compacting the hard murum for road side shoulder side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. of approved quality hard murum of required depth whereever required. Only compacted thickness shall be measured for working quantity for the payment. (Contractor should submit the proof/Receipt for the Royalty charges paid to The Government of Maharashtra, Revenue and Forest Departments for the supplied Murrum and other minor minerals. No extra payment will be paid to the contractor on this item). (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) The rate shall include the cost of clearing grass and removal of the rubbish up to a distance of 50 M outisde the periphery of the area cleared etc. for the road side shoulder etc. all complete as directed by GMRT-NCRA. |
| 18 | Testing charges for conducting Basic test of Aggregate for MPM/Bitumen Penetration Macadam (BPM) like Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate and submission of Hard copy of Test report. |
| 19 | Testing charges for conducting Quality of binder/Bitumen for Bitumen Penetration Macadam(BPM)/MPM for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 20 | Testing charges for conducting Quality of binder/Bitumen for Prime Coat/Tack Coat for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 21 | Testing charges for conducting Bitumen Job Mix Design will all tests for Bitumen Macadam (BM) (Including Bitumen tests) viz. a) Job Mix Trail b) Aggregate Tests - Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate. c) Bitumen Tests - Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 22 | Testing charges for conducting Quality of Binder/Bitumen for Bitumen Macadam (BM) for Binder Content and submission of Hard copy of Test report. |
| 23 | Testing charges for conducting Bitumen Job Mix Design will all tests for Bitumen Concrete (BC) (Including Bitumen tests) viz. a) Job Mix Trail b) Aggregate Tests - Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate. c) Bitumen Tests - Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 24 | Testing charges for conducting Quality of Binder/Bitumen for Bitumen Concrete (BC) for Binder Content and submission of Hard copy of Test report. |
| 25 | Testing charges for conducting Basic test of Aggregate for Premix Carpet like Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate and submission of Hard copy of Test report. |
| 26 | Testing charges for conducting Quality of binder/Bitumen for Premix Carpet for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 27 | Testing charges for conducting Quality of Binder/Bitumen for Premix Carpet for Binder Content and submission of Hard copy of Test report. |
| 28 | Testing charges for conducting Quality of binder/Bitumen for Seal Coat for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 29 | Testing charges for conducting C B R Test (Lab) for Granular Sub Base - Grade - I and submission of Hard copy of Test report. |
| 30 | Testing charges for conducting C B R Test (Lab) for Granular Sub Base - Grade - II and submission of Hard copy of Test report. |
| 31 | Testing charges for conducting Basic test of Aggregate for Water bound Macadam like Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Atterberg Limits of Binding Material, Atterberg Limits of Screenings Test and submission of Hard copy of Test report. |
| 32 | (MPB Around Area - Sr. No. 32 to 49) Providing and laying Bitumen Penetration Macadam(BPM) of specified thickness with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 30 @ 50 kg/ 10 sqm. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 33 | Providing and applying tack coat using hot straight run bitumen of grade VG - 30, including heating the bitumen at required Temperature, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg /sqm. all complete as directed by GMRT-NCRA. |
| 34 | Providing and laying 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 compaction and density, complete as per specificatons and directions of NCRA. 50 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of totalmix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 35 | 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 specification, complete and as per directions of NCRA-GMRT. 50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 36 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 30 with no solvent. all complete as directed by GMRT-NCRA. |
| 37 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG -30 and blinding surface with 0.90 cum of M-Sand of 3mm size per 100 sqm of road surface, including rolling and finishing with power road roller all complete. all complete as directed by GMRT-NCRA. |
| 38 | Supplying, laying, spreading and Compacting the hard murum for road side shoulder side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. of approved quality hard murum of required depth whereever required. Only compacted thickness shall be measured for working quantity for the payment. (Contractor should submit the proof/Receipt for the Royalty charges paid to The Government of Maharashtra, Revenue and Forest Departments for the supplied Murrum and other minor minerals. No extra payment will be paid to the contractor on this item). (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) The rate shall include the cost of clearing grass and removal of the rubbish up to a distance of 50 M outisde the periphery of the area cleared etc. for the road side shoulder etc. all complete as directed by GMRT-NCRA. |
| 39 | Testing charges for conducting Basic test of Aggregate for MPM/Bitumen Penetration Macadam (BPM) like Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate and submission of Hard copy of Test report. |
| 40 | Testing charges for conducting Quality of binder/Bitumen for Bitumen Penetration Macadam(BPM)/MPM for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 41 | Testing charges for conducting Quality of binder/Bitumen for Prime Coat/Tack Coat for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 42 | Testing charges for conducting Bitumen Job Mix Design will all tests for Bitumen Macadam (BM) (Including Bitumen tests) viz. a) Job Mix Trail b) Aggregate Tests - Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate. c) Bitumen Tests - Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 43 | Testing charges for conducting Quality of Binder/Bitumen for Bitumen Macadam (BM) for Binder Content and submission of Hard copy of Test report. |
| 44 | Testing charges for conducting Bitumen Job Mix Design will all tests for Bitumen Concrete (BC) (Including Bitumen tests) viz. a) Job Mix Trail b) Aggregate Tests - Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate. c) Bitumen Tests - Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 45 | Testing charges for conducting Quality of Binder/Bitumen for Bitumen Concrete (BC) for Binder Content and submission of Hard copy of Test report. |
| 46 | Testing charges for conducting Basic test of Aggregate for Premix Carpet like Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate and submission of Hard copy of Test report. |
| 47 | Testing charges for conducting Quality of binder/Bitumen for Premix Carpet for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 48 | Testing charges for conducting Quality of Binder/Bitumen for Premix Carpet for Binder Content and submission of Hard copy of Test report. |
| 49 | Testing charges for conducting Quality of binder/Bitumen for Seal Coat for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 50 | (Narayangaon Housing Colony, Narayangaon - Sr. No. 50 to 77) Scarifying the existing bituminous road surface to a depth of 50 to 150 mm (depending upon the site condition) removing, by manual or mechanical means, including transportaion/desposing any where, outside the housing colony and as directed & bringing the existing road to proper grade, level & camber &/ as per super elevation, rolling with 10/12 Tonnes power roller & binding the scarified layer with stone dust/grit/ sand, watering, brushing, rolling, etc. complete as specified and directed by the Engineer. (Note:- This Item Quantity Shall be executed only based on the site condition and whereever required at the time of execution) all complete as directed by GMRT-NCRA. |
| 51 | Earthwork in excavation by mechanical means(hydraulic excavator)/manual means over areas including getting out and disposal of excavated earth lead upto 300 m and for all lift, including dressing to camber, artificial watering and consolidating with road roller of required capacity including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within desired location of housing colony etc. all complete as directed by Engineer-in-charge. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 52 | Providing and laying Bitumen Penetration Macadam(BPM)/MPM of specified thickness with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 30 @ 50 kg/ 10 sqm. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 53 | Providing and applying tack coat using hot straight run bitumen of grade VG - 30, including heating the bitumen at required Temperature, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg /Sqm all complete as directed by GMRT-NCRA. |
| 54 | Providing and laying 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 compaction and density, complete as per specificatons and directions of NCRA. 50 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of totalmix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 55 | 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 specification, complete and as per directions of NCRA-GMRT. 50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 56 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 30 with no solvent (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 57 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG -30 and blinding surface with 0.90 cum of M-Sand of 3mm size per 100 sqm of road surface, including rolling and finishing with power road roller all complete as directed by GMRT-NCRA. |
| 58 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory power rollerto achieve the desired density, complete as per specifications and directions of NCRA.(Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA.------------------------------------------------------------------------------------------With material conforming to Grade-I of specified thickness (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 59 | With material conforming to Grade-II of specified thickness (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 60 | Providing and laying water bound macadam road of 100 mm consolidated thickness including preparing the subgrade with proper level,camber,supplying and spreading 45 to 63 mm size graded stone metal (Spotless black trap stone metal) in correct line, level, camber, compacting by power road roller & binding the surface with approved grit or murrum of minimum 50mm thick, and compacting properly with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, artificial watering and compacting to the required density .etc. all complete as directed by the Engineer In-charge. (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) all complete as directed by GMRT-NCRA. |
| 61 | Providing and laying in position Cement concrete of specified grade - M20 ( Cast in situ / Ready Mix Concrete) infront of Bus parking , four wheeler parking etc. inside the Housing colony including the cost of centering and shuttering, curing and compaction etc. all complete - All works at road level : Mix 1:1-1/2:3 (1 Cement : 1-1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Rate shall include the cost of all Men, materials, machineries & tools etc. involved to complete the work in all aspects and all complete as directed by the Engineer-In-Charge. (Note:- This item rate shall include the finishing of Top surface smooth with extra cement and Broom Finish as directed) all complete as directed by GMRT-NCRA. |
| 62 | Supplying, laying, spreading and Compacting the hard murum for road side shoulder side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. of approved quality hard murum of required depth whereever required. Only compacted thickness shall be measured for working quantity for the payment. (Contractor should submit the proof/Receipt for the Royalty charges paid to The Government of Maharashtra, Revenue and Forest Departments for the supplied Murrum and other minor minerals. No extra payment will be paid to the contractor on this item). (Note: The contractor shall arrange all required manpower, survey team, and survey equipment for taking levels before and after execution of the item of work and shall submit the level sheets, charts, and AutoCAD (LS/CS) drawings to GMRT authorities for verification. The levels shall be taken only in the presence of the GMRT Civil representative using Auto Level/Total Station/DGPS with prior approval of GMRT at mutually agreed intervals for measurement, billing, and documentation. No extra payment shall be provided for carrying out the survey work.) The rate shall include the cost of clearing grass and removal of the rubbish up to a distance of 50 M outisde the periphery of the area cleared etc. for the road side shoulder etc. all complete as directed by GMRT-NCRA. |
| 63 | Testing charges for conducting Basic test of Aggregate for MPM/Bitumen Penetration Macadam (BPM) like Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate and submission of Hard copy of Test report. |
| 64 | Testing charges for conducting Quality of binder/Bitumen for Bitumen Penetration Macadam(BPM)/MPM for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 65 | Testing charges for conducting Quality of binder/Bitumen for Prime Coat/Tack Coat for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 66 | Testing charges for conducting Bitumen Job Mix Design will all tests for Bitumen Macadam (BM) (Including Bitumen tests) viz. a) Job Mix Trail b) Aggregate Tests - Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate. c) Bitumen Tests - Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 67 | Testing charges for conducting Quality of Binder/Bitumen for Bitumen Macadam (BM) for Binder Content and submission of Hard copy of Test report. |
| 68 | Testing charges for conducting Bitumen Job Mix Design will all tests for Bitumen Concrete (BC) (Including Bitumen tests) viz. a) Job Mix Trail b) Aggregate Tests - Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate. c) Bitumen Tests - Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 69 | Testing charges for conducting Quality of Binder/Bitumen for Bitumen Concrete (BC) for Binder Content and submission of Hard copy of Test report. |
| 70 | Testing charges for conducting Basic test of Aggregate for Premix Carpet like Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Stripping Value & Water Absorption of aggregate and submission of Hard copy of Test report. |
| 71 | Testing charges for conducting Quality of binder/Bitumen for Premix Carpet for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 72 | Testing charges for conducting Quality of Binder/Bitumen for Premix Carpet for Binder Content and submission of Hard copy of Test report. |
| 73 | Testing charges for conducting Quality of binder/Bitumen for Seal Coat for Specific Gravity, Flash & Fire point, Softening Point, Penetration Test, Ductility Test & Viscosity (Absolute, kinematic) Test and submission of Hard copy of Test report. |
| 74 | Testing charges for conducting C B R Test (Lab) for Granular Sub Base - Grade - I and submission of Hard copy of Test report. |
| 75 | Testing charges for conducting C B R Test (Lab) for Granular Sub Base - Grade - II and submission of Hard copy of Test report. |
| 76 | Testing charges for conducting Basic test of Aggregate for Water bound Macadam like Aggregate Impact Value Test, Grading of Aggregate, Combined Flakiness & Elongation Index, Atterberg Limits of Binding Material, Atterberg Limits of Screenings Test and submission of Hard copy of Test report. |
| 77 | Testing charges for conducting Compressive strength test for cement concrete of M20 using standard cube size of 150x150x150 mm.(1 test = 3 samples/specimen) as per the IS 516 Inlcuding arranging the cube moulds and submission of Hard copy of Test report. Please Enable Macros to View BoQ information |
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| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
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