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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance R O DISKIT | LEH LADAKH | LADAKH | 194101 | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹2.9 L (1.69%)Admitted-Finance 0 TRESPONE KARGIL JAMMU KASHMIR 194105 | KARGIL | LADAKH | 194105 | ₹1.8 Cr+₹2.9 L (1.69%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹29.6 L (17.0%)Admitted-Finance | ₹2.0 Cr+₹29.6 L (17.0%) | L3 | Admitted-Finance |
| 4 | L4₹2.3 Cr+₹55.0 L (31.6%)Admitted-Finance | ₹2.3 Cr+₹55.0 L (31.6%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TSAO STEEL AND CONSTRUCTION COMPANY L4 | TL CONSTUCTION COMPANY L3 | M/S TASHI ANGCHUK L1 | M/S ZAKIR HUSSAIN L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | 13,200 | Sqm | 300 ₹39,60,000 | 200 ₹26,40,000 | 25 ₹3,30,000 Lowest | 25 ₹3,30,000 Lowest |
| 2.00 | 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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of
Engineer-in-Charge.
With material conforming to Grade-I (size range 75 mm to0.075 mm) having CBR Value-30 | 1,320 | Cum | 1,890 ₹24,94,800 | 1,800 ₹23,76,000 | 1,390 ₹18,34,800 Lowest | 1,400 ₹18,48,000 |
| 3.00 | Providing ,laying , spreading and compacting graded stone aggregate (size range 53mm to 0.075mm ) to wet mixed macadam WMM specifications including premixing the material with water at OMC mechanical mix plant, carriage of mix material by tippers to site , for all leads and lifts , laying /spreading in uniform layers with mechanical paver finisher in Sub base /base course on well prepared surface and compacting with vibratory power roller of 8 to 10 tonne capacity to achieve the desire density, complete as per specifications and directions of eng-incharge | 928.12 | cum | 1,890 ₹17,54,156.25 | 1,800 ₹16,70,625 | 1,650 ₹15,31,406.25 Lowest | 1,900 ₹17,63,437.5 |
| 4.00 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.
With rapid setting bitumen emulsion | 12,375 | Sqm | 70 ₹8,66,250 | 60 ₹7,42,500 | 49 ₹6,06,375 Lowest | 65 ₹8,04,375 |
| 5.00 | 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 inBatch Type Hot Mix Plant of 100-120 TPH capacity. | 618.75 | cum | 12,000 ₹74,25,000 | 12,000 ₹74,25,000 | 11,500 ₹71,15,625 Lowest | 11,500 ₹71,15,625 Lowest |
| 6.00 | 2cm premix carpet surfacing with 1.8 cum and 0.09 cum of stone chippings of 13.2mm size and 11.2 size respectively , per 100sqm an d52kg and 56kg of hot bitumen per cum of stone chippings of 13.2mm and 11.2mm size respectively including a tack coat with hot straight run bitumen , including consolidation with road roller of 6 to9 tonne capacity etc complete (tack coat to be paid for separatly ) With paving Asphalt grade VG-30with no solvent | 12,375 | Sqm | 400 ₹49,50,000 | 350 ₹43,31,250 Lowest | 390 ₹48,26,250 | 375 ₹46,40,625 |
| 7.00 | Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve ) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. | 12,375 | sqm | 110 ₹13,61,250 | 90 ₹11,13,750 Lowest | 90 ₹11,13,750 Lowest | 95 ₹11,75,625 |
| 8.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 450 | cum | 250 ₹1,12,500 | 200 ₹90,000 | 150 ₹67,500 | 95 ₹42,750 Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
29 Sept 2022, 4:00 pmClosed
executive engineer const. div.Leh
Office of the executive engineer const. div.Leh
Up-gradation of Internal road in Murtsay/Ibex Colony/ Skalzang/ Agling/Dambuchan and MES Colony by way of Providing and laying 100mm thick GSB.75mm WMM, 50mm thick,BM, 20mm thick OGPC
2022_PWD_7746_1
75 of CDL leh of 2022-23
Open Tender
Civil Works - Roads
Item Rate
15 days
Leh
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
Payable To Executive Engineer Const.div. Leh
₹3.6 L
1 Oct 2022
24 Sept 2022
1 Oct 2022
24 Sept 2022
29 Sept 2022
24 Sept 2022
Amount
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to0.075 mm) having CBR Value-30
Providing ,laying , spreading and compacting graded stone aggregate (size range 53mm to 0.075mm ) to wet mixed macadam WMM specifications including premixing the material with water at OMC mechanical mix plant, carriage of mix material by tippers to site , for all leads and lifts , laying /spreading in uniform layers with mechanical paver finisher in Sub base /base course on well prepared surface and compacting with vibratory power roller of 8 to 10 tonne capacity to achieve the desire density, complete as per specifications and directions of eng-incharge
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion
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 inBatch Type Hot Mix Plant of 100-120 TPH capacity.
2cm premix carpet surfacing with 1.8 cum and 0.09 cum of stone chippings of 13.2mm size and 11.2 size respectively , per 100sqm an d52kg and 56kg of hot bitumen per cum of stone chippings of 13.2mm and 11.2mm size respectively including a tack coat with hot straight run bitumen , including consolidation with road roller of 6 to9 tonne capacity etc complete (tack coat to be paid for separatly ) With paving Asphalt grade VG-30with no solvent
Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve ) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
M/S ZAKIR HUSSAIN
TL CONSTUCTION COMPANY
TSAO STEEL AND CONSTRUCTION COMPANY
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