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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.8 LAccepted-AOC MIRZAPUR PO PS AZARA KAMRUP M ASSAM 781 017 | KAMRUP METRO | ASSAM | 781017 | L1 | Accepted-AOC Lowest bid | |
| 2 | L2₹31.2 L+₹39,512 (1.28%)Rejected-Finance | L2 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/s Kajal Das L1 | M/s B.M. Enterprise L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 mtr, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr . | 92.18 | Cum | 350 ₹32,263 | 150 ₹13,827 Lowest |
| 2.00 | 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 in Charge. | 8.22 | Cum | 4,800 ₹39,456 | 4,500 ₹36,990 Lowest |
| 3.00 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed by Engineer in Charge. | 95.46 | Cum | 200 ₹19,092 | 100 ₹9,546 Lowest |
| 4.00 | Removing excavated material (soils) exc 250 mtr but not exc 500 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and as directed. | 20 | Cum | 200 ₹4,000 Lowest | 400 ₹8,000 |
| 5.00 | M&L for approved good earth 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.
Note : Earth obtained from excavation shall be used. | 24 | Cum | 500 ₹12,000 Lowest | 1,000 ₹24,000 |
| 6.00 | 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. | 12 | Cum | 2,000 ₹24,000 Lowest | 2,500 ₹30,000 |
| 7.00 | M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in floor 100 mm thick complete all as specified and directed by Engr-in-Charge. | 70 | Sqm | 420 ₹29,400 | 350 ₹24,500 Lowest |
| 8.00 | M&L for Treating the bottom and sides of excavation at the rate of 5 litres of ATT emulsion per square metre of surface area all as directed by Engineer in Charge. | 60 | Sqm | 80 ₹4,800 | 50 ₹3,000 Lowest |
| 9.00 | M&L for Treating the backfill in contact with foundation at the rate of 7.5 litres of ATT emulsion per square metre of vertical surface all as directed by Engineer in Charge. | 80 | Sqm | 130 ₹10,400 | 120 ₹9,600 Lowest |
| 10.00 | M&L for treating the top surface of filled earth at the rate of 5 litres of ATT emulsion per square metre of surface all as directed by Engineer in Charge. | 60 | Sqm | 80 ₹4,800 | 50 ₹3,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹87,840
Closing Date
14 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
Provn of guard rest rooms with toilets, bathroom at various location at 19 Wing, AF under GE (AF) Borjhar.
2026_MES_761722_1
8551/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
₹87,840
Yes
13 Jul 2026
23 Apr 2026
18 May 2026
23 Apr 2026
14 May 2026
7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 mtr, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr . | - | Cum | - | - |
| - | 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 in Charge. | - | Cum | - | - |
| - | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed by Engineer in Charge. | - | Cum | - | - |
| - | Removing excavated material (soils) exc 250 mtr but not exc 500 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and as directed. | - | Cum | - | - |
| - | M&L for approved good earth 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.
Note : Earth obtained from excavation shall be used. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in floor 100 mm thick complete all as specified and directed by Engr-in-Charge. | - | Sqm | - | - |
| - | M&L for Treating the bottom and sides of excavation at the rate of 5 litres of ATT emulsion per square metre of surface area all as directed by Engineer in Charge. | - | Sqm | - | - |
| - | M&L for Treating the backfill in contact with foundation at the rate of 7.5 litres of ATT emulsion per square metre of vertical surface all as directed by Engineer in Charge. | - | Sqm | - | - |
| - | M&L for treating the top surface of filled earth at the rate of 5 litres of ATT emulsion per square metre of surface all as directed by Engineer in Charge. | - | Sqm | - | - |
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