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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC MIRZAPUR PO PS AZARA KAMRUP M ASSAM 781 017 | KAMRUP METRO | ASSAM | 781017 | L1 | Accepted-AOC Lowest bid | |
| 2 | L2₹34.0 L+₹2.1 L (6.72%)Rejected-Finance VIP BULLARPAR TATIPARA GUWAHATI 781015 | KAMRUP METRO | ASSAM | 781015 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹39.8 L+₹8.0 L (24.9%)Rejected-Finance 6 B NALINI PLAZA GS ROAD ULUBARI GUWAHATI 781007 ASSAM | KAMRUP METRO | ASSAM | 781007 | L3 | Rejected-Finance Other than L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical Not admitted as adequately loaded |
| Sl No | Description | Qty | Unit | M/s JRS Associates L2 | UNIFIED CONSTRUCTIONS AND ENGINEERING PVT LTD L3 | M/s Kajal Das L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep In soft / loose soil all as specified and directed by Engineer-in-Charge. | 200 | Sqm | 42 ₹8,400 | 107 ₹21,400 | 30 ₹6,000 Lowest |
| 2.00 | Excavating over areas, not exc 1.5 m deep and getting out in soft /loose soil all as specified and directed by Engineer-in-Charge. | 60 | Cum | 180 ₹10,800 Lowest | 550 ₹33,000 | 300 ₹18,000 |
| 3.00 | All as per item Sl item No. 2.00 here in above but depth exc 1.5m and not exc 3.0m all as specified and directed by Engineer-in-Charge. | 9 | Cum | 350 ₹3,150 | 600 ₹5,400 | 200 ₹1,800 Lowest |
| 4.00 | M&L for Providing cement concrete type D-2, 1:4:8 ( using 40mm graded aggregate) as in foundation, filling and mass concrete and Base of plinth beam, sub base of floor etc. all as specified and directed by Engineer-in-Charge. | 22.54 | Cum | 4,850 ₹1,09,319 | 6,500 ₹1,46,510 | 4,000 ₹90,160 Lowest |
| 5.00 | M & L for RCC M-25 Design mix concrete as in Column Footing , Column up to bottom of PB & in Plinth beam all as specified and directed by Engineer-in-Charge. | 20 | Cum | 8,600 ₹1,72,000 Lowest | 12,000 ₹2,40,000 | 9,000 ₹1,80,000 |
| 6.00 | M & L for RCC M-25 Design mix concrete as in Col above Plinth Beam up to bottom of Roof Beam all as specified and directed by Engineer-in-Charge. | 10 | Cum | 8,650 ₹86,500 Lowest | 12,000 ₹1,20,000 | 9,000 ₹90,000 |
| 7.00 | M & L for RCC M-25 Design mix concrete as in roof slab supported on Beam / Wall etc all as specified and directed by Engineer-in-Charge. | 18 | Cum | 8,900 ₹1,60,200 Lowest | 12,000 ₹2,16,000 | 9,000 ₹1,62,000 |
| 8.00 | M&L for RCC M-25 in roof beam and lintel beam all as specified and directed by Engineer-in-Charge. | 6.5 | Cum | 9,000 ₹58,500 Lowest | 11,000 ₹71,500 | 9,000 ₹58,500 Lowest |
| 9.00 | M&L for RCC M-25 in Chajja all as specified and directed by Engineer-in-Charge. | 1 | Cum | 9,000 ₹9,000 Lowest | 9,800 ₹9,800 | 9,000 ₹9,000 Lowest |
| 10.00 | Formwork to sides of concrete foundations, footings, bases of columns, Column up to PB and plinth beam and similar work vertical or to batter fair finished surfaces all as specified and directed by Engineer-in-Charge. | 80 | Sqm | 250 ₹20,000 Lowest | 400 ₹32,000 | 300 ₹24,000 |
Tender Value
Refer Docs
EMD Value
₹87,500
Closing Date
4 Jun 2026, 6:00 pmClosed
GE (AF) BORJHAR
Garrison Engineer (AF) Borjhar, Military Engineer Services, Guwahati Airport- PO, Borjhar Airport, Guwahati-15, Assam, Pin- 781015, Tele 0361 - 2840127
Provn of stores for URC and allied works at AF Station under GE (AF) Borjhar.
2026_MES_765259_1
8568/BOR/E8
Open Tender
Civil Works
Item Rate
270 days
GE (AF) BORJHAR
MES Contractor enlisted as Class D category a(i) and b(i) and having deposited Standing Security of Rs 1,00,000.00 with dept. Contractors not enlisted in MES should meet the MES enlistment criteria corresponding to appropriate class and category.
7 documents required · 7 mandatory
₹500
GE (AF) Borjhar
₹87,500
Yes
3 Oct 2026
14 May 2026
6 Jun 2026
14 May 2026
4 Jun 2026
28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep In soft / loose soil all as specified and directed by Engineer-in-Charge. | 200 | Sqm | - | - |
| 2 | Excavating over areas, not exc 1.5 m deep and getting out in soft /loose soil all as specified and directed by Engineer-in-Charge. | 60 | Cum | - | - |
| 3 | All as per item Sl item No. 2.00 here in above but depth exc 1.5m and not exc 3.0m all as specified and directed by Engineer-in-Charge. | 9 | Cum | - | - |
| 4 | M&L for Providing cement concrete type D-2, 1:4:8 ( using 40mm graded aggregate) as in foundation, filling and mass concrete and Base of plinth beam, sub base of floor etc. all as specified and directed by Engineer-in-Charge. | 22.54 | Cum | - | - |
| 5 | M & L for RCC M-25 Design mix concrete as in Column Footing , Column up to bottom of PB & in Plinth beam all as specified and directed by Engineer-in-Charge. | 20 | Cum | - | - |
| 6 | M & L for RCC M-25 Design mix concrete as in Col above Plinth Beam up to bottom of Roof Beam all as specified and directed by Engineer-in-Charge. | 10 | Cum | - | - |
| 7 | M & L for RCC M-25 Design mix concrete as in roof slab supported on Beam / Wall etc all as specified and directed by Engineer-in-Charge. | 18 | Cum | - | - |
| 8 | M&L for RCC M-25 in roof beam and lintel beam all as specified and directed by Engineer-in-Charge. | 6.5 | Cum | - | - |
| 9 | M&L for RCC M-25 in Chajja all as specified and directed by Engineer-in-Charge. | 1 | Cum | - | - |
| 10 | Formwork to sides of concrete foundations, footings, bases of columns, Column up to PB and plinth beam and similar work vertical or to batter fair finished surfaces all as specified and directed by Engineer-in-Charge. | 80 | Sqm | - | - |
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