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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹1.2 L (0.82%)Admitted-Finance R O DISKIT | LEH LADAKH | LADAKH | 194101 | ₹1.4 Cr+₹1.2 L (0.82%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹1.3 L (0.91%)Admitted-Finance | ₹1.4 Cr+₹1.3 L (0.91%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 Cr+₹16.4 L (11.4%)Admitted-Finance | ₹1.6 Cr+₹16.4 L (11.4%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TL CONSTUCTION COMPANY L1 | TSAO STEEL AND CONSTRUCTION COMPANY L4 | JK TECHNICAL SERVICES L3 | M/S TASHI ANGCHUK L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge | 140 | Cum | 130 ₹18,200 Lowest | 510 ₹71,400 | 300 ₹42,000 | 300 ₹42,000 |
| 2.00 | Preparation of subgrade by excavatiom earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulation etc and disposal of surplus earth upto 50 meters. | 3,000 | Sqm | 100 ₹3,00,000 | 25 ₹75,000 Lowest | 30 ₹90,000 | 90 ₹2,70,000 |
| 3.00 | 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. | 1,764 | Cum | 1,700 ₹29,98,800 | 1,730 ₹30,51,720 | 1,800 ₹31,75,200 | 1,390 ₹24,51,960 Lowest |
| 4.00 | 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 | 882 | Cum | 1,800 ₹15,87,600 | 1,800 ₹15,87,600 | 2,200 ₹19,40,400 | 1,690 ₹14,90,580 Lowest |
| 5.00 | 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
On W.B.M. /W.M.M. @ 0.4 Kg/sqm. | 11,760 | Sqm | 40 ₹4,70,400 | 50 ₹5,88,000 | 43 ₹5,05,680 | 39 ₹4,58,640 Lowest |
| 6.00 | 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 | 294 | Cum | 11,000 ₹32,34,000 | 11,200 ₹32,92,800 | 10,100 ₹29,69,400 Lowest | 11,000 ₹32,34,000 |
| 7.00 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm 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-10 heated and then mixed with
solvent at the rate of 70 grams per kg of asphalt | 11,760 | Sqm | 350 ₹41,16,000 | 365 ₹42,92,400 | 320 ₹37,63,200 Lowest | 390 ₹45,86,400 |
| 8.00 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 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. | 11,760 | Sqm | 94 ₹11,05,440 | 150 ₹17,64,000 | 80 ₹9,40,800 Lowest | 90 ₹10,58,400 |
| 9.00 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and
lift upto 1.5 m in all kinds of soil: | 1,780 | Cum | 200 ₹3,56,000 Lowest | 220 ₹3,91,600 | 300 ₹5,34,000 | 200 ₹3,56,000 Lowest |
| 10.00 | Carriage of material from source to site of work by mechanical transport a) Earth an avg lead 5.0km | 1,780 | Cum | 100 ₹1,78,000 Lowest | 500 ₹8,90,000 | 300 ₹5,34,000 | 300 ₹5,34,000 |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
10 Sept 2022, 4:00 pmClosed
Executive Engineer Const.div. Leh
Office of the Executive Engineer Const.div. Leh
Providing and Laying of GSB 150 mm WMM 75 mm BM 50 mm and OGPC 25mm for Improvement and Upgradation of road from Gref to CRF road Choglamser (Under New scheme SDP)
2022_PWD_7505_1
65 of CDL leh of 2022-23
Open Tender
Civil Works - Roads
Item Rate
20 days
Leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,500
Payable To Executive Engineer Const.div. Leh
₹3.2 L
15 Sept 2022
2 Sept 2022
12 Sept 2022
3 Sept 2022
10 Sept 2022
3 Sept 2022
Amount
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge
Preparation of subgrade by excavatiom earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller 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.
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 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 On W.B.M. /W.M.M. @ 0.4 Kg/sqm.
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
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm 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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 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.
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
Carriage of material from source to site of work by mechanical transport a) Earth an avg lead 5.0km
M/S TASHI ANGCHUK
JK TECHNICAL SERVICES
TSAO STEEL AND CONSTRUCTION COMPANY
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