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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC AT PO DAKRA DISTT RANCHI JHARKHAND 829210 | RANCHI | JHARKHAND | 829210 | ₹2.7 L Quoted ₹2.3 L | L1 | Accepted-AOC The L1 bidder is techno-commercially qualified. The quoted rate has been accepted by the Competent Authority, NK Area. |
| 2 | L2₹2.3 LRejected-Finance AT DAKRA P O DAKRA KHALARI DISTT RANCHI JH PIN 829210 | RANCHI | JHARKHAND | 829210 | ₹2.3 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical 00 C O LAKHAN LAL AGRAWAL RATU ROAD NEAR KABLISTHAN RANCHI JHARKHAND 834001 UDYAM JH 20 0002559 | RANCHI | JHARKHAND | 834001 | - | - | Rejected-Technical Technically disqualified. |
| Sl No | Description | Qty | Unit | M/S A. K. ENTERPRISES L1 | M/S Mack Milan and Co L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc including dismembering and stacking within 50 meters lead. | 1,000 | kg | 3.71 ₹3,706 | 3.77 ₹3,774 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 min width a swell as 10 Sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-In-charge. Hard rock (blasing prohibited). | 10 | cum | 945.25 ₹9,452.48 | 962.59 ₹9,625.90 |
| 3.00 | Cutting the 200 mm girder of length 3 ft x 8 pc to required shape by cutting like grooves(200 mm+100mm+100mm) x8x2=6400 mm | 640 | cm | 3.22 ₹2,057.92 | 3.27 ₹2,095.68 |
| 4.00 | Cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) pit size 0.6 mtr x 0.6 mtr x 8 nos. | 4.2 | cum | 6,021.87 ₹25,291.85 | 6,132.36 ₹25,755.91 |
| 5.00 | Transporting from new mines to WB No. 02, Handling and erecting rail poles in between RCC ramp and platform in order to protect platform. | 1 | job | 4,068.97 ₹4,068.97 | 4,143.63 ₹4,143.63 |
| 6.00 | Cutting the rail pole to required shape 10 mtr and fixing it by welding and cutting with girder 60 cm x 2 side x 8 nos. | 960 | cm | 3.22 ₹3,086.88 | 3.27 ₹3,143.52 |
| 7.00 | Cutting and welding clit for supporting the structure length of angle for one clit cutting 75 mm x 2 + 15+15=18 cm x 2 x 8 = 288 cm, Welding 288 x 2 = 576 | 864 | cm | 3.22 ₹2,778.19 | 3.27 ₹2,829.17 |
| 8.00 | Providing and fixing bolts including nuts and washers complete. | 70 | kg | 121.7 ₹8,518.90 | 123.93 ₹8,675.10 |
| 9.00 | Welding and cutting new 10 mm MS plate on WB No. 02 by replacing old damaged materials | 8,400 | cm | 3.22 ₹27,010.20 | 3.27 ₹27,505.80 |
| 10.00 | Cleaning of 600 mm x 200 mm beam by wire brush to remove old oxidized materials for making the surface ready for painting, cleaning the load cell area, weigh bridge periphery. | 1 | job | 4,520.23 ₹4,520.23 | 4,603.17 ₹4,603.17 |
Tender Value
₹2.5 L
EMD Value
₹3,100
Closing Date
1 Nov 2025, 5:00 pmClosed
SO EnM NK
GM OFFICE, NK AREA
Repairing, strengthening of RCC Ramp Protector and Platform of Road Weighbridge No. 02 and Maintenance of Platform of WB No. 01 by welding of Clits and Painting under Rohini OCP, NK Area
2025_CCL_345999_1
GM (NK)/EnM/e-NIT/2025-26/ 103
Open Tender
Miscellaneous Works
30 days
Rohini OCP, NK Area
As per NIT
2 documents required · 2 mandatory
₹3,100
1 Jan 2026
21 Oct 2025
3 Nov 2025
22 Oct 2025
1 Nov 2025
22 Oct 2025
22 Oct 2025 - 28 Oct 2025
Amount
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc including dismembering and stacking within 50 meters lead.
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 min width a swell as 10 Sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-In-charge. Hard rock (blasing prohibited).
Cutting the 200 mm girder of length 3 ft x 8 pc to required shape by cutting like grooves(200 mm+100mm+100mm) x8x2=6400 mm
Cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) pit size 0.6 mtr x 0.6 mtr x 8 nos.
Transporting from new mines to WB No. 02, Handling and erecting rail poles in between RCC ramp and platform in order to protect platform.
Cutting the rail pole to required shape 10 mtr and fixing it by welding and cutting with girder 60 cm x 2 side x 8 nos.
Cutting and welding clit for supporting the structure length of angle for one clit cutting 75 mm x 2 + 15+15=18 cm x 2 x 8 = 288 cm, Welding 288 x 2 = 576
Providing and fixing bolts including nuts and washers complete.
Welding and cutting new 10 mm MS plate on WB No. 02 by replacing old damaged materials
Cleaning of 600 mm x 200 mm beam by wire brush to remove old oxidized materials for making the surface ready for painting, cleaning the load cell area, weigh bridge periphery.
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron/ steel works.
Painting of both weighbridge, painting with black anticorrosive bitumastic paint of approved brand and manufacture to give an even shade, platform. Both weighbridge.
Cutting 8 mm plate to make into 1 inch wide 1 Mts length clits.
Welding new clits on Top of platform to protect the primary platform plate.
Total impact of GST for the purpose of CTC
M/S Mack Milan and Co (BID ID -1192157)
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