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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.8 LAdmitted-Finance | ₹42.8 L | L1 | Admitted-Finance |
| 2 | L2₹68.3 L+₹25.5 L (59.4%)Admitted-Finance GATE NO 1 RAKHAIJUNGLE KHARAGPUR DISTT PASCHIM MIDNIPUR WEST BENGAL PIN 721303 | KHARAGPUR | PASCHIM MIDNIPUR | WEST BENGAL | 721303 | ₹68.3 L+₹25.5 L (59.4%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SAHEL DHAWA L1 | SUMAN CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed. | 255 | Sqm | 53.1 ₹13,540.5 | 30 ₹7,650 Lowest |
| 2.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil as specified & as directed | 70 | Cum | 450 ₹31,500 Lowest | 800 ₹56,000 |
| 3.00 | Excavation in trenches n.exc 1.5 m wide & n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in hard/dense soil as specified & as directed | 10 | Cum | 675 ₹6,750 Lowest | 888 ₹8,880 |
| 4.00 | M&L Cement concrete in foundations, filling and mass concrete (PCC) Type D2 1:4:8 (40 mm graded aggregate) etc complete all as specified & as directed | 5.5 | Cum | 5,483 ₹30,156.5 Lowest | 8,888 ₹48,884 |
| 5.00 | M&L for treating thebottom and sides of excavation surface at the rate of 5 ltr of emulsion per squre metre of surface | 20 | sqm | 66 ₹1,320 Lowest | 222 ₹4,440 |
| 6.00 | M&L for treating the top surface of filled earth at the rate of 5 ltr of emulsion per squre metre of surface | 100 | sqm | 66 ₹6,600 Lowest | 321 ₹32,100 |
| 7.00 | M&L for treating the soil under plinth prorection at the rate of 5 ltr of emulsion per squre metre of surface | 40 | sqm | 66 ₹2,640 Lowest | 222 ₹8,880 |
| 8.00 | Damp proof course 50 micron thick polythene over coat of blown bitumen 85/25 grade @ 1.50 Kg per Sqm over 40mm thick PCC 1:2:4 type B0 with WPC in proportions to horizontal or vertical surfaces including necessary formwork as specified and directed. | 20 | Sqm | 452 ₹9,040 Lowest | 555 ₹11,100 |
| 9.00 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for colomns hocking ends and binding with and including mild steel wire (annealed not less than 0.9 mm dia or securing with clips quality conforming to complete all as specified. | 4,500 | Kg | 82 ₹3,69,000 Lowest | 134 ₹6,03,000 |
| 10.00 | M&L for mild steel TMT bars 8mm to 10 mm dia cut to length, bent to shape required including cranking, bending spirally for hooping for colomns hocking ends and binding with and including mild steel wire (annealed not less than 0.9 mm dia or securing with clips quality conforming to complete all as specified. | 3,030 | Kg | 84 ₹2,54,520 Lowest | 134 ₹4,06,020 |
Tender Value
₹43.7 L
EMD Value
₹87,500
Closing Date
19 Aug 2026, 6:00 pmClosed
Shri. Shirish Sharma IDSE SE SAG
CWE AF KALAIKUNDA
PROVN OF OTM ACCN FOR IFA AT AF STN KALAIKUNDA
2026_MES_769098_2
8788/KKD/E8
Open Tender
Civil Works
Item Rate
180 days
CWE AF KALAIKUNDA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (P) AF KALAIKUNDA
₹87,500
Yes
1 Sept 2026
24 Jul 2026
20 Aug 2026
24 Jul 2026
19 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed. | 255 | Sqm | - | - |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil as specified & as directed | 70 | Cum | - | - |
| 3 | Excavation in trenches n.exc 1.5 m wide & n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in hard/dense soil as specified & as directed | 10 | Cum | - | - |
| 4 | M&L Cement concrete in foundations, filling and mass concrete (PCC) Type D2 1:4:8 (40 mm graded aggregate) etc complete all as specified & as directed | 5.5 | Cum | - | - |
| 5 | M&L for treating thebottom and sides of excavation surface at the rate of 5 ltr of emulsion per squre metre of surface | 20 | sqm | - | - |
| 6 | M&L for treating the top surface of filled earth at the rate of 5 ltr of emulsion per squre metre of surface | 100 | sqm | - | - |
| 7 | M&L for treating the soil under plinth prorection at the rate of 5 ltr of emulsion per squre metre of surface | 40 | sqm | - | - |
| 8 | Damp proof course 50 micron thick polythene over coat of blown bitumen 85/25 grade @ 1.50 Kg per Sqm over 40mm thick PCC 1:2:4 type B0 with WPC in proportions to horizontal or vertical surfaces including necessary formwork as specified and directed. | 20 | Sqm | - | - |
| 9 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for colomns hocking ends and binding with and including mild steel wire (annealed not less than 0.9 mm dia or securing with clips quality conforming to complete all as specified. | 4,500 | Kg | - | - |
| 10 | M&L for mild steel TMT bars 8mm to 10 mm dia cut to length, bent to shape required including cranking, bending spirally for hooping for colomns hocking ends and binding with and including mild steel wire (annealed not less than 0.9 mm dia or securing with clips quality conforming to complete all as specified. | 3,030 | Kg | - | - |
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