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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹34.0 LAccepted-AOC 0 0 MOH SITARGANJ PIPRI POST UKHLI KATRA SHAHJAHANPUR UTTAR PRADESH 242301 SHAHJAHANPUR SHAHJAHANPUR UTTAR PRADESH 242301 | SHAHJAHANPUR | UTTAR PRADESH | 242301 | ₹34.0 L Quoted ₹34.2 L | 1 | Accepted-AOC BEING LOWEST |
| 2 | 2₹34.4 L+₹24,862.06 (0.73%)Rejected-Finance | ₹34.4 L+₹24,862.06 (0.73%) | 2 | Rejected-Finance BEING NOT LOWEST |
| 3 | 3₹35.7 L+₹1.5 L (4.39%)Rejected-Finance | ₹35.7 L+₹1.5 L (4.39%) | 3 | Rejected-Finance BEING NOT LOWEST |
| 4 | 4₹35.9 L+₹1.7 L (5.10%)Rejected-Finance | ₹35.9 L+₹1.7 L (5.10%) | 4 | Rejected-Finance BEING NOT LOWEST |
| 5 | 5₹37.5 L+₹3.3 L (9.71%)Rejected-Finance | ₹37.5 L+₹3.3 L (9.71%) | 5 | Rejected-Finance BEING NOT LOWEST |
| Sl No | Description | Qty | Unit | ANIRUDH ENTERPRISES L9 | DEEP ENTERPRISES L6 | M/S BHARAT CONSTRUCTION L10 | M/S SHRI RC YADAV L7 | M/s Pandey Trading Company L11 | M/s Vivek Traders L12 | JYOT BUILDERS L3 | M/S GUPTA TRADERS L1 | M/S RAM AWADH SINGH L4 | M/S PRATAP ENTERPRISES L2 | M/S EASTERN TECHNOCRAFTS L5 | M/s B. P. Construction L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth;and getting out any type of soil complete all as specified and directed | 8 | Cum | 255 ₹2,040 | 275 ₹2,200 | 300 ₹2,400 | 265 ₹2,120 | 265 ₹2,120 | 260 ₹2,080 | 130 ₹1,040 Lowest | 250 ₹2,000 | 560 ₹4,480 | 350 ₹2,800 | 250 ₹2,000 | 255 ₹2,040 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 Cm complete all as specified and directed. | 2.75 | Cum | 100 ₹275 Lowest | 120 ₹330 | 200 ₹550 | 120 ₹330 | 120 ₹330 | 120 ₹330 | 300 ₹825 | 150 ₹412.5 | 180 ₹495 | 125 ₹343.75 | 100 ₹275 Lowest | 110 ₹302.5 |
| 3.00 | Removing surplus excavate soil to a distance exc. 250 m but n exc. 500 m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed by Engr-in-Charge | 4.45 | Cum | 310 ₹1,379.5 | 330 ₹1,468.5 | 150 ₹667.5 Lowest | 340 ₹1,513 | 340 ₹1,513 | 320 ₹1,424 | 150 ₹667.5 Lowest | 350 ₹1,557.5 | 300 ₹1,335 | 550 ₹2,447.5 | 300 ₹1,335 | 310 ₹1,379.5 |
| 4.00 | M&L for PCC 1:4:8 type D-2 (using 40mm stone aggregate) as in foundation filling mass concrete complete all as specified and directed | 0.8 | Cum | 6,100 ₹4,880 | 6,000 ₹4,800 | 8,000 ₹6,400 | 6,115 ₹4,892 | 645 ₹516 Lowest | 6,150 ₹4,920 | 4,000 ₹3,200 | 5,500 ₹4,400 | 5,000 ₹4,000 | 5,400 ₹4,320 | 6,000 ₹4,800 | 5,800 ₹4,640 |
| 5.00 | M & L for RCC 1:2:4 type B1 nominal mix (20mm graded stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed | 3.92 | Cum | 7,200 ₹28,224 | 7,000 ₹27,440 | 9,000 ₹35,280 | 7,240 ₹28,380.8 | 7,250 ₹28,420 | 7,210 ₹28,263.2 | 8,000 ₹31,360 | 7,000 ₹27,440 | 9,800 ₹38,416 | 4,000 ₹15,680 Lowest | 6,500 ₹25,480 | 6,800 ₹26,656 |
| 6.00 | M & L for RCC 1:2:4 type B1 nominal mix (20mm graded stone aggregate) as in columns,pillar,piers,post and struts complete all as specified and directed. | 1.08 | Cum | 7,150 ₹7,722 | 7,000 ₹7,560 | 8,900 ₹9,612 | 7,190 ₹7,765.2 | 7,190 ₹7,765.2 | 7,200 ₹7,776 | 8,000 ₹8,640 | 7,500 ₹8,100 | 9,900 ₹10,692 | 6,000 ₹6,480 Lowest | 7,000 ₹7,560 | 7,200 ₹7,776 |
| 7.00 | M&L TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hookings ends and binding mild or securing with clips conform (Fe-410w or Fe-290) complete all as spcified and directed. | 431.3 | Kg | 110 ₹47,443 | 100 ₹43,130 | 92 ₹39,679.6 | 120 ₹51,756 | 125 ₹53,912.5 | 120 ₹51,756 | 97 ₹41,836.1 | 85 ₹36,660.5 | 115 ₹49,599.5 | 50 ₹21,565 Lowest | 90 ₹38,817 | 110 ₹47,443 |
| 8.00 | M&L mild steel TMT 6mm to 8mm dia as in striuups cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hookings ends and binding mild or securing with clips conform (Fe-410w or Fe-290) as specified. | 173.31 | Kg | 110 ₹19,064.1 | 100 ₹17,331 | 90 ₹15,597.9 | 120 ₹20,797.2 | 125 ₹21,663.75 | 120 ₹20,797.2 | 98 ₹16,984.38 | 85 ₹14,731.35 | 115 ₹19,930.65 | 50 ₹8,665.5 Lowest | 90 ₹15,597.9 | 110 ₹19,064.1 |
| 9.00 | Use and waste formwork to side of concrete foundation,footing,bases of columns,rafts and raft beams,side and soffit of foundation and plinth beams flat,for rough finished surfaces of concrete complete all as spcified and directed. | 20.4 | Sqm | 320 ₹6,528 | 330 ₹6,732 | 350 ₹7,140 | 310 ₹6,324 | 310 ₹6,324 | 325 ₹6,630 | 200 ₹4,080 Lowest | 285 ₹5,814 | 400 ₹8,160 | 200 ₹4,080 Lowest | 300 ₹6,120 | 310 ₹6,324 |
| 10.00 | Use and waste of formwork to side of pillars,columns and stanchions,square or rectangular,for rough finished surface of concrete complete all as spcified and directed. | 8.64 | Sqm | 510 ₹4,406.4 | 550 ₹4,752 | 500 ₹4,320 | 520 ₹4,492.8 | 520 ₹4,492.8 | 525 ₹4,536 | 200 ₹1,728 Lowest | 450 ₹3,888 | 400 ₹3,456 | 400 ₹3,456 | 500 ₹4,320 | 510 ₹4,406.4 |
Tender Value
₹42.6 L
EMD Value
₹85,300
Closing Date
25 Jul 2026, 6:00 pmClosed
GE(AF) GORAKHPUR
GE(AF) GORAKHPUR PINCODE-273008
PROVN/IMPROVEMENT OF CERTAIN B AND R WORKS AT SIGNAL UNIT AT AF STN GORAKHPUR UNDER GE(AF) GORAKHPUR.
2026_MES_775180_1
9479/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
GE(AF) GORAKHPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE(AF) GORAKHPUR
₹85,300
Yes
5 Sept 2026
29 Jun 2026
27 Jul 2026
29 Jun 2026
25 Jul 2026
14 Jul 2026
29 Jun 2026 - 13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth;and getting out any type of soil complete all as specified and directed | 8 | Cum | 10 | ₹80 |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 Cm complete all as specified and directed. | 2.75 | Cum | 10 | ₹27.5 |
| 3 | Removing surplus excavate soil to a distance exc. 250 m but n exc. 500 m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed by Engr-in-Charge | 4.45 | Cum | 10 | ₹44.5 |
| 4 | M&L for PCC 1:4:8 type D-2 (using 40mm stone aggregate) as in foundation filling mass concrete complete all as specified and directed | 0.8 | Cum | - | - |
| 5 | M & L for RCC 1:2:4 type B1 nominal mix (20mm graded stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed | 3.92 | Cum | - | - |
| 6 | M & L for RCC 1:2:4 type B1 nominal mix (20mm graded stone aggregate) as in columns,pillar,piers,post and struts complete all as specified and directed. | 1.08 | Cum | - | - |
| 7 | M&L TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hookings ends and binding mild or securing with clips conform (Fe-410w or Fe-290) complete all as spcified and directed. | 431.3 | Kg | - | - |
| 8 | M&L mild steel TMT 6mm to 8mm dia as in striuups cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hookings ends and binding mild or securing with clips conform (Fe-410w or Fe-290) as specified. | 173.31 | Kg | - | - |
| 9 | Use and waste formwork to side of concrete foundation,footing,bases of columns,rafts and raft beams,side and soffit of foundation and plinth beams flat,for rough finished surfaces of concrete complete all as spcified and directed. | 20.4 | Sqm | - | - |
| 10 | Use and waste of formwork to side of pillars,columns and stanchions,square or rectangular,for rough finished surface of concrete complete all as spcified and directed. | 8.64 | Sqm | 10 | ₹86.4 |
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