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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-Finance | ₹4.8 L | L1 | Accepted-Finance Being 1st lowest |
| 2 | L2₹4.9 L+₹10,495 (2.20%)Rejected-Finance | ₹4.9 L+₹10,495 (2.20%) | L2 | Rejected-Finance Being 2nd lowest |
| Sl No | Description | Qty | Unit | K.Dhanabir Sharma L2 | Moirangthem Inao Meitei L1 |
|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | |||||
| 1.01 | (a) All kinds of soil | 14 | Cum | 210 ₹2,940 | 200 ₹2,800 Lowest |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 2.01 | (a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 5 | Cum | 12,510 ₹62,550 | 12,500 ₹62,500 Lowest |
| 3.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | |||||
| 3.01 | (a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 11 | Cum | 17,020 ₹1,87,220 | 17,000 ₹1,87,000 Lowest |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 4.01 | (a) Foundations, footings, bases of columns, etc. for mass concrete | 6 | Sqm | 410 ₹2,460 | 400 ₹2,400 Lowest |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 5.01 | (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 130 | Kg | 150 ₹19,500 | 140 ₹18,200 Lowest |
Tender Value
Refer Docs
EMD Value
₹9,178
Closing Date
2 May 2026, 3:00 pmClosed
Executive Engineer(C)
BSNL Bhawan Bapupara 2nd floor Imphal
Construction of shelter engine bed and repair 40 M GSM tower at Khoirok 2nd call
2026_BSNL_275366_1
05/EE/BSNL/CD-IMP/2026-27
Open Tender
Civil Works
Works
30 days
Khoirok
Please refer Tender documents.
6 documents required · 6 mandatory
₹590
AO (Claims), O/o Sr GMTD, BSNL Imphal
₹9,178
8 May 2026
21 Apr 2026
5 May 2026
21 Apr 2026
2 May 2026
21 Apr 2026
21 Apr 2026 - 2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | - | - | - | - |
| - | (a) All kinds of soil | - | Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | - | - | - | - |
| - | (a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | - | Cum | - | - |
| - | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | - | - | - | - |
| - | (a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : | - | - | - | - |
| - | (a) Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | - | - | - | - |
| - | (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | - | - |
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