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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC AT DAKRA P O DAKRA KHALARI DISTT RANCHI JH PIN 829210 | RANCHI | JHARKHAND | 829210 | L1 | Accepted-AOC The L1 bidder is techno-commercially qualified. The quoted rate has been accepted by the Competent Authority, NK Area. | |
| 2 | Rejected-Technical AT DAKRA KHALARI RANCHI JHARKHAND PIN CODE 829210 | RANCHI | RANCHI | JHARKHAND | 829210 | - | Rejected-Technical Technically disqualified. | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically disqualified. |
| Sl No | Description | Qty | Unit | M/S Mack Milan and Co L1 |
|---|---|---|---|---|
| 1.00 | Squre pipe MS (3 inch x 3 inch x 2 mm) | 242 | ft | 156.6 ₹37,897.2 Lowest |
| 2.00 | Providing of squre pipe MS ( 2 inch x 2 inch x 2 mm) | 624 | ft | 140.4 ₹87,609.6 Lowest |
| 3.00 | For excavating the soil for 25 nos. vertical support | 40 | Nos | 127.44 ₹5,097.6 Lowest |
| 4.00 | Welding work | 1,341 | cm | 0.54 ₹724.14 Lowest |
| 5.00 | 1:3:6 (1 cement : 3 coarse sand (zone III) derived from neutral sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) For one set of vertical support 1.5 ft x 1 ft x 1 ft = 1.5 cubic ft = 0.0424 cum for 40 nos. vertical support = 40 x 0.0424 = 1.696 cubic meter. | 1.7 | cum | 6,389.1 ₹10,835.91 Lowest |
| 6.00 | Labour cost on item no. 1 and 2 | 1 | job | 18,826 ₹18,826 Lowest |
| 7.00 | Total impact of GST for the purpose of CTC | 1 | Nos | - |
Tender Value
₹1.8 L
EMD Value
₹2,200
Closing Date
28 Jun 2025, 5:00 pmClosed
SO EnM NK
GM OFFICE, NK AREA
Providing and fixing of edge fencing (support) at Sump 04 and fencing around Transformer at RKS Tallab and WB No. 02 in respect of Rohini Project, NK Area
2025_CCL_337696_1
GM (NK)/EnM/e-NIT/2025-26/63
Open Tender
Miscellaneous Works
Item Rate
14 days
Rohini OCP, NK Area
As per NIT
2 documents required · 2 mandatory
₹2,200
30 Sept 2025
17 Jun 2025
30 Jun 2025
18 Jun 2025
28 Jun 2025
18 Jun 2025
18 Jun 2025 - 24 Jun 2025
Amount
Squre pipe MS (3 inch x 3 inch x 2 mm)
Providing of squre pipe MS ( 2 inch x 2 inch x 2 mm)
For excavating the soil for 25 nos. vertical support
Welding work
1:3:6 (1 cement : 3 coarse sand (zone III) derived from neutral sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) For one set of vertical support 1.5 ft x 1 ft x 1 ft = 1.5 cubic ft = 0.0424 cum for 40 nos. vertical support = 40 x 0.0424 = 1.696 cubic meter.
Labour cost on item no. 1 and 2
Total impact of GST for the purpose of CTC
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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details.html
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