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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance R O BOGDANG | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹39.4 L (17.1%)Admitted-Finance | ₹2.7 Cr+₹39.4 L (17.1%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹91.3 L (39.5%)Admitted-Finance | ₹3.2 Cr+₹91.3 L (39.5%) | L3 | Admitted-Finance |
| 4 | L4₹3.9 Cr+₹1.6 Cr (67.4%)Admitted-Finance | ₹3.9 Cr+₹1.6 Cr (67.4%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified as per Technical Sheet |
| Sl No | Description | Qty | Unit | ABDUL GAFFAR L3 | GICL PROJECTS PVT LTD L4 | M/S BEIGH CONSTRUCTION L2 | M/S MOHD ALI L1 |
|---|---|---|---|---|---|---|---|
| 1.00Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge | |||||||
| 1.01 | All kind of soil 65% | 26,895.7 | Cum | 199 ₹53,52,244.3 | 292 ₹78,53,544.4 | 169 ₹45,45,373.3 Lowest | 200 ₹53,79,140 |
| 1.02 | Ordinary rock 15% | 6,206.7 | Cum | 500 ₹31,03,350 | 375 ₹23,27,512.5 | 319 ₹19,79,937.3 | 100 ₹6,20,670 Lowest |
| 1.03 | Hard Rock (RB) 10% | 4,137.8 | Cum | 600 ₹24,82,680 | 800 ₹33,10,240 | 489 ₹20,23,384.2 | 100 ₹4,13,780 Lowest |
| 1.04 | Surface Boulder Hard Rock (RB) 10% | 4,137.8 | Cum | 100 ₹4,13,780 Lowest | 900 ₹37,24,020 | 486 ₹20,10,970.8 | 100 ₹4,13,780 Lowest |
| 2.00 | Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing and all carriage complete.. | 4,092 | Cum | 5,000 ₹2,04,60,000 | 4,976 ₹2,03,61,792 | 3,649 ₹1,49,31,708 Lowest | 3,900 ₹1,59,58,800 |
| 3.00 | Centring and shuttering including strutting propping etc,and removal of form work for Walls (any thickness) incld. attached pilasters, buttresses, plinth & string courses etc. incl. form work for suspended floor Foundations etc, Complete job | 3,640 | Sqm | 50 ₹1,82,000 Lowest | 224 ₹8,15,360 | 239 ₹8,69,960 | 50 ₹1,82,000 Lowest |
| 4.00 | Filling of avalable excavated earth (excluding rock) in trenches plinth ,side s of foundation etc. layers not exceeding 20Cm in depth ,consoloadating each deposited layer by ramming and watering lead upto 50mtr and lift upto i.5 mtr | 534 | Cum | 34 ₹18,156 Lowest | 111 ₹59,274 | 248 ₹1,32,432 | 100 ₹53,400 |
| 5.00 | Disposal of excavated surplus earth /Mulba for an average lead upto 05 Km by MT as per the direction of site engineer. | 2,068.9 | Cum | 115 ₹2,37,923.5 | 120 ₹2,48,268 | 278 ₹5,75,154.2 | 50 ₹1,03,445 Lowest |
Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
29 Mar 2024, 4:00 pmClosed
EE PW(IFC) DivisionKargil
EE PW(IFC) DivisionKargil
Channelization and protection work along sangrah nallah from RD 0 to 550m)GourungNgalso to hydel project ChunchayNigbuous. under the the project Construction of flood Protection work along Sangrah Nallah under SDP
2024_PWD_12680_1
E-tender 139 of 2023-24-I-FC Kargil.
Open Tender
Civil Works - Canal
Item Rate
180 days
Sangrah
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,500
EE PW(IFC) DivisionKargil
₹8.6 L
2 Jul 2024
8 Mar 2024
30 Mar 2024
8 Mar 2024
29 Mar 2024
8 Mar 2024
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge
All kind of soil 65%
Ordinary rock 15%
Hard Rock (RB) 10%
Surface Boulder Hard Rock (RB) 10%
Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing and all carriage complete..
Centring and shuttering including strutting propping etc,and removal of form work for Walls (any thickness) incld. attached pilasters, buttresses, plinth & string courses etc. incl. form work for suspended floor Foundations etc, Complete job
Filling of avalable excavated earth (excluding rock) in trenches plinth ,side s of foundation etc. layers not exceeding 20Cm in depth ,consoloadating each deposited layer by ramming and watering lead upto 50mtr and lift upto i.5 mtr
Disposal of excavated surplus earth /Mulba for an average lead upto 05 Km by MT as per the direction of site engineer.
M/S BEIGH CONSTRUCTION
ABDUL GAFFAR
GICL PROJECTS PVT LTD
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