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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.0 LAdmitted-Finance | ₹28.0 L | L1 | Admitted-Finance |
| 2 | L2₹29.2 LAdmitted-Finance MIRZAPUR PO PS AZARA KAMRUP M ASSAM 781 017 | KAMRUP METRO | ASSAM | 781017 | ₹29.2 L | L2 | Admitted-Finance |
| 3 | L3₹29.6 LAdmitted-Finance NOT AVAILABLE | ₹29.6 L | L3 | Admitted-Finance |
| 4 | L4₹31.8 LAdmitted-Finance | ₹31.8 L | L4 | Admitted-Finance |
| 5 | L5₹31.9 LAdmitted-Finance NOT AVAILABLE | ₹31.9 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Anupam Das L7 | Ms Jahnabi Construction L4 | Ms N D Enterpise L6 | M/s Kajal Das L2 | M/s B.M. Enterprise L1 | B S ENTERPRISE L5 | M/s A R Traders L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over area not exc 1.5m deep and getting out in hard /dense soil all as specified and directed. | 96 | Cum | 600 ₹57,600 | 295 ₹28,320 | 300 ₹28,800 | 350 ₹33,600 | 150 ₹14,400 | 400 ₹38,400 | 500 ₹48,000 |
| 2.00 | Excavation over area exc 1.5m deep and not exc 3.0m deep and getting out in hard /dense soil all as specified and directed. | 32 | Cum | 800 ₹25,600 | 295 ₹9,440 | 350 ₹11,200 | 200 ₹6,400 | 150 ₹4,800 | 450 ₹14,400 | 550 ₹17,600 |
| 3.00 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation or for shafts, wells, cesspits, manholes etc not exc 10 sqm on plan and not exc 1.5m in depth and getting out in soft/loose soil. | 32 | Cum | 400 ₹12,800 | 295 ₹9,440 | 380 ₹12,160 | 350 ₹11,200 | 150 ₹4,800 | 500 ₹16,000 | 400 ₹12,800 |
| 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. | 12 | Cum | 7,500 ₹90,000 | 6,900 ₹82,800 | 8,999 ₹1.1 L | 5,800 ₹69,600 | 4,000 ₹48,000 | 4,500 ₹54,000 | 6,000 ₹72,000 |
| 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. | 200 | Sqm | 800 ₹1.6 L | 695 ₹1.4 L | 940 ₹1.9 L | 500 ₹1 L | 350 ₹70,000 | 550 ₹1.1 L | 380 ₹76,000 |
| 6.00 | M&L for PCC 1:2:4 type B2 using 40 mm graded stone aggregate as in floor 100 mm thick complete all as specified and directed by Engr-in-Charge. | 100 | Sqm | 800 ₹80,000 | 795 ₹79,500 | 940 ₹94,000 | 680 ₹68,000 | 400 ₹40,000 | 600 ₹60,000 | 380 ₹38,000 |
| 7.00 | M&L for Cement concrete type B-0, 1:2:4 (12.5 mm graded agg.) 100 mm thick as in floors all as specified and directed by engineer- in- charge | 60 | Sqm | 800 ₹48,000 | 795 ₹47,700 | 940 ₹56,400 | 650 ₹39,000 | 400 ₹24,000 | 600 ₹36,000 | 450 ₹27,000 |
| 8.00 | M&L for Cement concrete type B-1, 1:2:4 (20 mm graded agg.) 40 mm thick as in floors all as specified and directed by engineer- in- charge | 100 | Sqm | 800 ₹80,000 | 795 ₹79,500 | 890 ₹89,000 | 400 ₹40,000 | 220 ₹22,000 | 350 ₹35,000 | 220 ₹22,000 |
| 9.00 | M&L for approved good earth obtained from excavation, filling in floors or pavings, laid in layers not exc. 15 cm thick, spread, levelled and rammed including watering all as directed by Engineer in Charge. | 30 | Cum | 1,000 ₹30,000 | 850 ₹25,500 | 1,100 ₹33,000 | 500 ₹15,000 | 800 ₹24,000 | 1,000 ₹30,000 | 600 ₹18,000 |
| 10.00 | 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. | 25 | Cum | 3,500 ₹87,500 | 3,400 ₹85,000 | 2,800 ₹70,000 | 2,000 ₹50,000 | 2,500 ₹62,500 | 2,800 ₹70,000 | 2,200 ₹55,000 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹83,340
Closing Date
26 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 shed for GES building and certain locations at 19 Wing, AF under GE (AF) borjhar
2026_MES_762562_1
8565/BOR/E8
Open Tender
Civil Works
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
₹83,340
Yes
1 Jun 2026
28 Apr 2026
28 May 2026
28 Apr 2026
26 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over area not exc 1.5m deep and getting out in hard /dense soil all as specified and directed. | 96 | Cum | - | - |
| 2 | Excavation over area exc 1.5m deep and not exc 3.0m deep and getting out in hard /dense soil all as specified and directed. | 32 | Cum | - | - |
| 3 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation or for shafts, wells, cesspits, manholes etc not exc 10 sqm on plan and not exc 1.5m in depth and getting out in soft/loose soil. | 32 | 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. | 12 | 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. | 200 | Sqm | - | - |
| 6 | M&L for PCC 1:2:4 type B2 using 40 mm graded stone aggregate as in floor 100 mm thick complete all as specified and directed by Engr-in-Charge. | 100 | Sqm | - | - |
| 7 | M&L for Cement concrete type B-0, 1:2:4 (12.5 mm graded agg.) 100 mm thick as in floors all as specified and directed by engineer- in- charge | 60 | Sqm | - | - |
| 8 | M&L for Cement concrete type B-1, 1:2:4 (20 mm graded agg.) 40 mm thick as in floors all as specified and directed by engineer- in- charge | 100 | Sqm | - | - |
| 9 | M&L for approved good earth obtained from excavation, filling in floors or pavings, laid in layers not exc. 15 cm thick, spread, levelled and rammed including watering all as directed by Engineer in Charge. | 30 | Cum | - | - |
| 10 | 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. | 25 | Cum | - | - |
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