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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.8 LAccepted-AOC VIP BULLARPAR TATIPARA GUWAHATI 781015 | KAMRUP METRO | ASSAM | 781015 | L1 | Accepted-AOC Lowest bid | |
| 2 | L2₹25.2 L+₹1.4 L (5.81%)Rejected-Finance MIRZAPUR PO PS AZARA KAMRUP M ASSAM 781 017 | KAMRUP METRO | ASSAM | 781017 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹26.5 L+₹2.7 L (11.4%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹27.7 L+₹4.0 L (16.6%)Rejected-Finance SUMATEE BHAWAN GUWAHATI AIRPORT NEAR BORJHAR TELEPHONE EXCHANGE GUWAHATI 781015 ASSAM | KAMRUP METRO | ASSAM | 781015 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹30.5 L+₹6.7 L (28.3%)Rejected-Finance VILL POST AZARA DIST KAMRUP METRO GUWAHATI ASSAM 781017 | KAMRUP METRO | ASSAM | 781017 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Ms Jahnabi Construction L3 | RIPAN BARUAH L5 | M/s Kajal Das L2 | SWASTIKA ENGINEERS AND AGENCIES L6 | UNIFIED CONSTRUCTIONS AND ENGINEERING PVT LTD L7 | M/s JRS Associates L1 | Ms Sukumar Talukdar and Co. L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over area not exc 1.5m deep and getting out in soft/loose soil | 45 | Cum | 175 ₹7,875 | 250 ₹11,250 | 300 ₹13,500 | 278 ₹12,510 | 1,200 ₹54,000 | 175 ₹7,875 | 35 ₹1,575 Lowest |
| 2.00 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation or for shafts, wells, cesspits, manholes for laying UG cable etc not exc 10 sqm on plan and not exc 1.5m in depth and getting out in soft/loose soil.
Note : During excavation no mechanical excavator is permitted at site, contractor will do the excavation through maually. | 62.67 | Cum | 175 ₹10,967.25 Lowest | 300 ₹18,801 | 300 ₹18,801 | 500 ₹31,335 | 1,200 ₹75,204 | 265 ₹16,607.55 | 300 ₹18,801 |
| 3.00 | M&L for Hardcore of guage exc 63mm but not exc. 100 mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as directed by Enginer in Charge. | 4 | Cum | 3,200 ₹12,800 | 2,650 ₹10,600 | 2,000 ₹8,000 Lowest | 3,000 ₹12,000 | 6,500 ₹26,000 | 2,050 ₹8,200 | 2,500 ₹10,000 |
| 4.00 | M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in foundations filling in mass concrete all as directed by Engineer n Charge. | 3 | Cum | 6,400 ₹19,200 | 7,500 ₹22,500 | 4,500 ₹13,500 Lowest | 7,000 ₹21,000 | 8,500 ₹25,500 | 5,150 ₹15,450 | 6,900 ₹20,700 |
| 5.00 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in floor 100 mm thick complete all as specified and directed by Engr-in-Charge. | 110 | Sqm | 645 ₹70,950 | 750 ₹82,500 | 400 ₹44,000 Lowest | 700 ₹77,000 | 1,250 ₹1,37,500 | 498 ₹54,780 | 690 ₹75,900 |
| 6.00 | M&L Cement concrete type B-0, 1:2:4 (12.5 mm graded agg.) 25 mm thick as in floors all as specified and directed by engineer- in- charge | 36 | Sqm | 785 ₹28,260 | 450 ₹16,200 | 150 ₹5,400 Lowest | 263 ₹9,468 | 5,500 ₹1,98,000 | 198 ₹7,128 | 450 ₹16,200 |
| 7.00 | M&L for approved good earth filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as directed by Engineer in Charge. | 8 | Cum | 800 ₹6,400 | 350 ₹2,800 Lowest | 500 ₹4,000 | 1,350 ₹10,800 | 550 ₹4,400 | 700 ₹5,600 | 1,200 ₹9,600 |
| 8.00 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed by Engineer in Charge. | 89.18 | Cum | 85 ₹7,580.3 | 150 ₹13,377 | 150 ₹13,377 | 148 ₹13,198.64 | 550 ₹49,049 | 140 ₹12,485.2 | 55 ₹4,904.9 Lowest |
| 9.00 | M&L brick work with old size bricks,straight or curve on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed. | 15 | Cum | 9,400 ₹1,41,000 | 11,500 ₹1,72,500 | 8,300 ₹1,24,500 | 5,200 ₹78,000 Lowest | 8,500 ₹1,27,500 | 8,950 ₹1,34,250 | 9,999 ₹1,49,985 |
| 10.00 | M&L brick work with old size bricks,straight or curve on plan to any radius in half brick thick wall built in cement mortar 1:6 complete all as specified and directed. | 10 | Sqm | 940 ₹9,400 | 11,500 ₹1,15,000 | 750 ₹7,500 | 700 ₹7,000 Lowest | 7,500 ₹75,000 | 1,070 ₹10,700 | 990 ₹9,900 |
Tender Value
Refer Docs
EMD Value
₹74,560
Closing Date
30 May 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
Provision of certain work services for EAC CF and Hanger No. 3 at 19 Wing, AF under GE (AF) Borjhar.
2026_MES_764462_1
8567/BOR/E8
Open Tender
Civil Works
Item Rate
270 days
GE (AF) Borjhar
MES Contractor enlisted as Class D category a(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
₹74,560
Yes
3 Oct 2026
9 May 2026
1 Jun 2026
9 May 2026
30 May 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over area not exc 1.5m deep and getting out in soft/loose soil | 45 | Cum | - | - |
| 2 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation or for shafts, wells, cesspits, manholes for laying UG cable etc not exc 10 sqm on plan and not exc 1.5m in depth and getting out in soft/loose soil.
Note : During excavation no mechanical excavator is permitted at site, contractor will do the excavation through maually. | 62.67 | Cum | - | - |
| 3 | M&L for Hardcore of guage exc 63mm but not exc. 100 mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as directed by Enginer in Charge. | 4 | Cum | - | - |
| 4 | M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in foundations filling in mass concrete all as directed by Engineer n Charge. | 3 | Cum | - | - |
| 5 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in floor 100 mm thick complete all as specified and directed by Engr-in-Charge. | 110 | Sqm | - | - |
| 6 | M&L Cement concrete type B-0, 1:2:4 (12.5 mm graded agg.) 25 mm thick as in floors all as specified and directed by engineer- in- charge | 36 | Sqm | - | - |
| 7 | M&L for approved good earth filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as directed by Engineer in Charge. | 8 | Cum | - | - |
| 8 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed by Engineer in Charge. | 89.18 | Cum | - | - |
| 9 | M&L brick work with old size bricks,straight or curve on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed. | 15 | Cum | - | - |
| 10 | M&L brick work with old size bricks,straight or curve on plan to any radius in half brick thick wall built in cement mortar 1:6 complete all as specified and directed. | 10 | Sqm | - | - |
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