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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹20.3 L (8.15%)Admitted-Finance | ₹2.7 Cr+₹20.3 L (8.15%) | L2 | Admitted-Finance |
| 3 | L3₹2.7 Cr+₹22.2 L (8.92%)Admitted-Finance | ₹2.7 Cr+₹22.2 L (8.92%) | L3 | Admitted-Finance |
| 4 | L4₹2.7 Cr+₹22.2 L (8.92%)Admitted-Finance | ₹2.7 Cr+₹22.2 L (8.92%) | L4 | Admitted-Finance |
| 5 | L5₹2.9 Cr+₹36.7 L (14.8%)Admitted-Finance | ₹2.9 Cr+₹36.7 L (14.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | WANI INFRATECH PRIVATE LIMITED L5 | M/S MEHRAJUDIN DAR L4 | MS AMIN CONSTRUCTION COMPANY L1 | MD Construction Company L3 | M/S HAJI MOHAMMAD AFZAL KUCHAY AND SONS L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 sqm on plan) including disposal of excavated earth lead upto 50mters and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil. | 3,650.8 | cum | 150 ₹5,47,620 | 100 ₹3,65,080 Lowest | 100 ₹3,65,080 Lowest | 149.84 ₹5,47,035.87 | 120 ₹4,38,096 |
| 2.00 | Dumping stones excluding cost of stones | 660.12 | Cum | 220 ₹1,45,226.4 | 210 ₹1,38,625.2 | 200 ₹1,32,024 | 199.8 ₹1,31,891.98 Lowest | 200 ₹1,32,024 |
| 3.00 | Supply of stone boulders | 235.12 | Cum | 700 ₹1,64,584 | 1,000 ₹2,35,120 | 700 ₹1,64,584 | 560 ₹1,31,667.2 Lowest | 700 ₹1,64,584 |
| 4.00 | Supply of stone boulder (quarry) nominal size 225 mm. | 425 | Cum | 1,400 ₹5,95,000 | 2,000 ₹8,50,000 | 1,100 ₹4,67,500 | 1,057.5 ₹4,49,437.5 Lowest | 1,175 ₹4,99,375 |
| 5.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 172.4 | cum | 4,000 ₹6,89,600 | 4,200 ₹7,24,080 | 3,500 ₹6,03,400 Lowest | 4,370.4 ₹7,53,456.96 | 4,000 ₹6,89,600 |
| 6.00 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3 ( 1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 1,709.4 | cum | 7,800 ₹1,33,33,320 | 7,100 ₹1,21,36,740 | 7,000 ₹1,19,65,800 | 6,542.2 ₹1,11,83,236.68 Lowest | 7,400 ₹1,26,49,560 |
| 7.00 | Providing and laying in position of (specified grade) of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 306.9 | cum | 5,800 ₹17,80,020 | 6,000 ₹18,41,400 | 6,500 ₹19,94,850 | 5,536.65 ₹16,99,197.89 Lowest | 6,100 ₹18,72,090 |
| 8.00 | Centering & shuttering incl. strutting, propping etc. & removal of form work for:-Foundations, footings bases of columns etc. | 5,274 | sqm | 240 ₹12,65,760 | 200 ₹10,54,800 | 200 ₹10,54,800 | 240 ₹12,65,760 | 70 ₹3,69,180 Lowest |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in Position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 88,833 | Kg | 100 ₹88,83,300 | 95 ₹84,39,135 | 83.59 ₹74,25,550.47 Lowest | 107.18 ₹95,21,120.94 | 108 ₹95,93,964 |
| 10.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 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. | 1,210.9 | cum | 200 ₹2,42,180 | 150 ₹1,81,635 | 100 ₹1,21,090 | 183.4 ₹2,22,079.06 | 20 ₹24,218 Lowest |
Tender Value
₹3.2 Cr
EMD Value
₹6.5 L
Closing Date
27 Aug 2024, 4:00 pmClosed
Executive Engineer
SDA BUilding near PCR Batmaloo Srinagar
1. Raising by way of construction of Parapet wall on left side of River Jhelum at D/S and U/S Bell Mouth RD 68.00 Km to 68.90 Km (at spots). 2. Raising by way of construction of RCC Edge Wall on left side Embankment of River jehlum at D/S RD 68.
2024_IFC_257788_1
e-NIT No 12 of 2024-25
Open Tender
Civil Works
Item Wise
180 days
Srinagar
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
Executive Engineer
₹6.5 L
25 Oct 2024
16 Aug 2024
28 Aug 2024
16 Aug 2024
27 Aug 2024
16 Aug 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 sqm on plan) including disposal of excavated earth lead upto 50mters and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil.
Dumping stones excluding cost of stones
Supply of stone boulders
Supply of stone boulder (quarry) nominal size 225 mm.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3 ( 1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position of (specified grade) of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Centering & shuttering incl. strutting, propping etc. & removal of form work for:-Foundations, footings bases of columns etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in Position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 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.
Providing and laying of 3" PVC pipes for weep holes
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with ½ tonnne roller, or wooden or steel rammers & rolling every third & top-most layer with power roller of min. 8 tonnes & dressing up, in embankments for roads, flood banks, marginal banks, guide banks etc. lead up to 50 m & lift upto 1.5m in all kinds of soil.
Supply & stacking of good earth at site incl. royality (earth measured in stacks will be reduced by 20% for payment).
12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand).
Carriage of material by mechanical transport including loading unloading and stacking
Stones avg. 06 km.
Stones avg. 08km.
Stones avg. 09 km.
40 mm stone agg. avg. 06 km.
40 mm stone agg. avg. 08 km.
40 mm stone agg. avg. 09 km.
20 mm stone agg. avg. 06 km.
20 mm stone agg. avg. 08 km.
20 mm stone agg. avg. 10 km.
Sand avg. 03 km.
Sand avg. 08 km.
Sand avg. 15 km.
Cement/Steel avg. 05 km.
Cement/Steel avg. 03km.
Earth avg. 20 km.
Surplus excavated earth available to be disposed off by the agency of its own against consideration cost payable towards the deptt. (minimum reserved rate @ 165/cum excluding royality charges be paid to Geogoly mining Kashmir)
M/S HAJI MOHAMMAD AFZAL KUCHAY AND SONS
MD Construction Company
M/S MEHRAJUDIN DAR
WANI INFRATECH PRIVATE LIMITED
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