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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAdmitted-Finance | ₹5.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.7 Cr+₹76.5 L (13.0%)Admitted-Finance | ₹6.7 Cr+₹76.5 L (13.0%) | L2 | Admitted-Finance |
| 3 | L3₹7.2 Cr+₹1.3 Cr (21.9%)Admitted-Finance | ₹7.2 Cr+₹1.3 Cr (21.9%) | L3 | Admitted-Finance |
| 4 | L4₹7.4 Cr+₹1.5 Cr (26.1%)Admitted-Finance | ₹7.4 Cr+₹1.5 Cr (26.1%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ms R K Gupta and Co L3 | VINAY CONSTRUCTION COMPANY L1 | M/S NEEL CONSTRUCTION AND DEVELOPERS L2 | RL SHARMA L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in bulk excavation by manual means 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. | 15,606.19 | CUM | 575 ₹89,73,559.83 | 50 ₹7,80,309.55 Lowest | 300 ₹46,81,857.3 | 274.11 ₹42,77,813.02 |
| 2.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 520.38 | CUM | 8,500 ₹44,23,230 | 11,000 ₹57,24,180 | 5,800 ₹30,18,204 | 5,100.38 ₹26,54,135.74 Lowest |
| 3.00 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the
like: Cement mortar 1:6 (1 Cement: 6 coarse sand) | 8,525.35 | CUM | 5,800 ₹4,94,47,030 | 5,800 ₹4,94,47,030 | 4,800 ₹4,09,21,680 Lowest | 5,800 ₹4,94,47,030 |
| 4.00 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 116.1 | CUM | 10,500 ₹12,19,018.5 | 15,000 ₹17,41,455 | 300 ₹34,829.1 Lowest | 7,900 ₹9,17,166.3 |
| 5.00 | Filling good earth in trenches, plinth, sides of foundations making of required platform at the base of tower 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. | 15,605.18 | CUM | 450 ₹70,22,331 | 80 ₹12,48,414.4 Lowest | 1,000 ₹1,56,05,180 | 1,050 ₹1,63,85,439 |
| 6.00 | Dumping/filling of stone excluding cost of stones. 24.6.1 in Horizontal on level behind the rrm wall as filter stone. | 533.4 | CUM | 1,500 ₹8,00,100 | 80 ₹42,672 Lowest | 4,450 ₹23,73,630 | 1,300 ₹6,93,420 |
Tender Value
₹8.8 Cr
EMD Value
₹17.5 L
Closing Date
8 Apr 2024, 2:00 pmClosed
Executive Engineer, TLMD-IV, Jammu
Office of Executive Engineer, TLMD-IV, Jammu
PROVIDING PROTECTION WORK (RRM) FOR TOWER FOUNDATIONS OF 132KV D/C KATRA-REASI -GRAN TRANS. LINE FOR KONKAN RAILWAYS
2024_PDD_246626_1
TLMD-IV/J/28 of 2023-24 Dated 07-03-2024
Open Tender
Civil Works
Turn-key
365 days
Katra-Reasi-Gran
As per SBD and NIT
3 documents required · 3 mandatory
₹10,000
Executive Engineer, TLMD-IV, Jammu
₹17.5 L
Office of Superintending Engineer, OandM Circle II
12 Jun 2024
7 Mar 2024
10 Apr 2024
7 Mar 2024
8 Apr 2024
15 Mar 2024
14 Mar 2024
Amount
Earth work in bulk excavation by manual means 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.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement: 6 coarse sand)
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Filling good earth in trenches, plinth, sides of foundations making of required platform at the base of tower 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.
Dumping/filling of stone excluding cost of stones. 24.6.1 in Horizontal on level behind the rrm wall as filter stone.
M/S NEEL CONSTRUCTION AND DEVELOPERS
Ms R K Gupta and Co
RL SHARMA
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