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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.7 LAdmitted-Finance MIRZAPUR PO PS AZARA KAMRUP M ASSAM 781 017 | KAMRUP METRO | ASSAM | 781017 | ₹30.7 L | L1 | Admitted-Finance |
| 2 | L2₹32.9 LAdmitted-Finance | ₹32.9 L | L2 | Admitted-Finance |
| 3 | L3₹33.9 LAdmitted-Finance | ₹33.9 L | L3 | Admitted-Finance |
| 4 | L4₹41.2 LAdmitted-Finance AZARA BHARALIPARA NEAR AZARA PUBLIC HALL GUWAHATI 781 017 | KAMRUP METRO | ASSAM | 781017 | ₹41.2 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Beekey Seekey Traders L3 | Ms N D Enterpise L4 | M/s Kajal Das L1 | M/s B.M. Enterprise L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete, un-reinforced in ground floors and paving not exceeding 15 centimetre thickness, below or above ground level complete all as specified and as directed. | 1 | Cum | 450 ₹450 | 300 ₹300 | 1,500 ₹1,500 | 500 ₹500 |
| 2.00 | Excavating in post holes (or similar holes) each not exc 0.5 cu. m, getting out in soft soil returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm all as directed. | 12 | Each | 220 ₹2,640 | 150 ₹1,800 | 200 ₹2,400 | 150 ₹1,800 |
| 3.00 | M&L for 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 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr all as specified and directed. | 60 | Cum | 330 ₹19,800 | 280 ₹16,800 | 350 ₹21,000 | 1,000 ₹60,000 |
| 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. | 7 | Cum | 5,000 ₹35,000 | 5,000 ₹35,000 | 4,800 ₹33,600 | 4,000 ₹28,000 |
| 5.00 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed by Engineer in Charge. | 46.45 | Cum | 120 ₹5,574 | 55 ₹2,554.75 | 200 ₹9,290 | 100 ₹4,645 |
| 6.00 | M&L for removing excavated material (soils) exc 250 m but not exc 500 m 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 | 120 ₹2,400 | 85 ₹1,700 | 200 ₹4,000 | 350 ₹7,000 |
| 7.00 | 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. | 14 | Cum | 550 ₹7,700 | 1,100 ₹15,400 | 500 ₹7,000 | 1,000 ₹14,000 |
| 8.00 | M&L for Hardcore of guage exc 63mm but not exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as directed by Enginer in Charge. | 7 | Cum | 2,200 ₹15,400 | 2,300 ₹16,100 | 2,000 ₹14,000 | 2,500 ₹17,500 |
| 9.00 | 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. | 45 | Sqm | 6,000 ₹2.7 L | 600 ₹27,000 | 480 ₹21,600 | 450 ₹20,250 |
| 10.00 | M&L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area all as directed by Engineer in Charge. | 30 | Sqm | 300 ₹9,000 | 200 ₹6,000 | 80 ₹2,400 | 50 ₹1,500 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹87,000
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 certain work services at 746 SU and IT Section at 19 Wing, AF under GE (AF) Borjhar
2026_MES_762502_1
8558/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
₹87,000
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 | Demolition of cement concrete, un-reinforced in ground floors and paving not exceeding 15 centimetre thickness, below or above ground level complete all as specified and as directed. | 1 | Cum | - | - |
| 2 | Excavating in post holes (or similar holes) each not exc 0.5 cu. m, getting out in soft soil returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm all as directed. | 12 | Each | - | - |
| 3 | M&L for 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 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr all as specified and directed. | 60 | 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. | 7 | Cum | - | - |
| 5 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed by Engineer in Charge. | 46.45 | Cum | - | - |
| 6 | M&L for removing excavated material (soils) exc 250 m but not exc 500 m 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 | - | - |
| 7 | 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. | 14 | Cum | - | - |
| 8 | M&L for Hardcore of guage exc 63mm but not exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as directed by Enginer in Charge. | 7 | Cum | - | - |
| 9 | 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. | 45 | Sqm | - | - |
| 10 | M&L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area all as directed by Engineer in Charge. | 30 | Sqm | - | - |
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