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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹16.6 L (15.8%)Admitted-Finance | ₹1.2 Cr+₹16.6 L (15.8%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹18.9 L (18.0%)Admitted-Finance | ₹1.2 Cr+₹18.9 L (18.0%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹34.9 L (33.2%)Admitted-Finance | ₹1.4 Cr+₹34.9 L (33.2%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Gee Ess Ess Road Builders L3 | Digvijay Singh Jamwal L2 | M/S Chahal Hot Mix Plant L1 | NEW JEHLUM ASSOCIATES L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Providing and laying water bound macadam with spcified stone aggregate, stone screening and binding material, incl. sorting spreading to template and consolidation with Power Road Roller 8 to 10 tonne capacity Base course with 63mm to 45mm size including stone screening 13.2mm size (150mm thick) ( Finished work including material and labour) (Including all leads lifts and carriage Complete Job) | 525 | Cum | 707 ₹3,71,175 | 745 ₹3,91,125 | 50 ₹26,250 Lowest | 900 ₹4,72,500 |
| 2.00 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 262 | Cum | 897 ₹2,35,014 | 745 ₹1,95,190 | 600 ₹1,57,200 Lowest | 999 ₹2,61,738 |
| 3.00 | 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 equipped 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 specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. Including cost of priming coat/tack and filling patches /pot holes with BUSG/BM in required level and grade, roling with road roller 8 to 10 tonee capacity to achieve the required compaction and density.. | 600 | Cum | 6,477 ₹38,86,200 | 6,245 ₹37,47,000 | 2,000 ₹12,00,000 Lowest | 7,002 ₹42,01,200 |
| 4.00 | Providing and laying semi- dense 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 equipped 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 Engineer-in-Charge. 30 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity all complete including tack coat and all leads lifts and carriage Complete. | 29,400 | Sqm | 247 ₹72,61,800 Lowest | 249.45 ₹73,33,830 | 310 ₹91,14,000 | 279 ₹82,02,600 |
| 5.00 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by Fully/ semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications all complete including tack coat and all leads lifts and carriage Complete. | 1,680 | Sqm | 377.14 ₹6,33,588.14 | 295 ₹4,95,600 | 1 ₹1,680 Lowest | 504 ₹8,46,720 |
Tender Value
₹1.5 Cr
Closing Date
17 Jun 2021, 4:00 pmClosed
Er. Balbir Singh
XEN Div-III Jammu
BOQ
2021_PWDJK_126856_1
FRESH Short e-NIT No. CD-III/24 of 2021-22
Open Tender
Civil Works
Item Rate
30 days
Mishriwala
NIT
3 documents required · 3 mandatory
₹6,000
Yes
xEN PWD Const Div. No.III
Exempted
19 Jun 2021
11 Jun 2021
17 Jun 2021
11 Jun 2021
17 Jun 2021
11 Jun 2021
Amount
Providing and laying water bound macadam with spcified stone aggregate, stone screening and binding material, incl. sorting spreading to template and consolidation with Power Road Roller 8 to 10 tonne capacity Base course with 63mm to 45mm size including stone screening 13.2mm size (150mm thick) ( Finished work including material and labour) (Including all leads lifts and carriage Complete Job)
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
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 equipped 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 specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. Including cost of priming coat/tack and filling patches /pot holes with BUSG/BM in required level and grade, roling with road roller 8 to 10 tonee capacity to achieve the required compaction and density..
Providing and laying semi- dense 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 equipped 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 Engineer-in-Charge. 30 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity all complete including tack coat and all leads lifts and carriage Complete.
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by Fully/ semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications all complete including tack coat and all leads lifts and carriage Complete.
Digvijay Singh Jamwal
Gee Ess Ess Road Builders
NEW JEHLUM ASSOCIATES
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