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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAdmitted-Finance NOT AVAILABLE | ₹32.5 L | L1 | Admitted-Finance |
| 2 | L2₹34.3 LAdmitted-Finance MIRZAPUR PO PS AZARA KAMRUP M ASSAM 781 017 | KAMRUP METRO | ASSAM | 781017 | ₹34.3 L | L2 | Admitted-Finance |
| 3 | L3₹35.3 LAdmitted-Finance | ₹35.3 L | L3 | Admitted-Finance |
| 4 | L4₹36.2 LAdmitted-Finance | ₹36.2 L | L4 | Admitted-Finance |
| 5 | L5₹36.6 LAdmitted-Finance VIP BULLARPAR TATIPARA GUWAHATI 781015 | KAMRUP METRO | ASSAM | 781015 | ₹36.6 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Anupam Das L7 | Ms N D Enterpise L8 | Ms Jahnabi Construction L6 | M/s A R Traders L1 | M/s Kajal Das L2 | M/s B.M. Enterprise L4 | M/s JRS Associates L5 | M/s Nice Traders L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 mtr 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. | 40 | Cum | 390 ₹15,600 | 300 ₹12,000 | 185 ₹7,400 | 350 ₹14,000 | 350 ₹14,000 | 100 ₹4,000 | 745 ₹29,800 | 699 ₹27,960 |
| 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 specified and directed. | 20 | Each | 390 ₹7,800 | 150 ₹3,000 | 110 ₹2,200 | 250 ₹5,000 | 200 ₹4,000 | 100 ₹2,000 | 198 ₹3,960 | 70 ₹1,400 |
| 3.00 | M&L for Hardcore of guage exc 63mm but not exc. 100mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified. | 10 | Cum | 3,500 ₹35,000 | 2,500 ₹25,000 | 3,200 ₹32,000 | 2,200 ₹22,000 | 1,800 ₹18,000 | 2,200 ₹22,000 | 1,940 ₹19,400 | 3,200 ₹32,000 |
| 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 specified. | 8 | Cum | 7,500 ₹60,000 | 6,999 ₹55,992 | 6,400 ₹51,200 | 4,800 ₹38,400 | 4,800 ₹38,400 | 4,500 ₹36,000 | 6,150 ₹49,200 | 6,500 ₹52,000 |
| 5.00 | M&L for PCC (1:3:6) type C2 using 40 mm graded stone aggregate as in foundations filling in mass concrete all as specified. | 9 | Cum | 8,000 ₹72,000 | 6,999 ₹62,991 | 6,800 ₹61,200 | 6,000 ₹54,000 | 5,800 ₹52,200 | 4,500 ₹40,500 | 6,470 ₹58,230 | 6,800 ₹61,200 |
| 6.00 | M&L for PCC 1:2:4 type B2 using 40 mm graded stone aggregate as in floor 150 mm thick complete all as specified | 120 | Sqm | 800 ₹96,000 | 990 ₹1.2 L | 755 ₹90,600 | 210 ₹25,200 | 500 ₹60,000 | 800 ₹96,000 | 1,150 ₹1.4 L | 700 ₹84,000 |
| 7.00 | 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. | 120 | Sqm | 700 ₹84,000 | 750 ₹90,000 | 655 ₹78,600 | 180 ₹21,600 | 350 ₹42,000 | 450 ₹54,000 | 598 ₹71,760 | 600 ₹72,000 |
| 8.00 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified. | 29.35 | Cum | 290 ₹8,511.50 | 85 ₹2,494.75 | 75 ₹2,201.25 | 150 ₹4,402.50 | 200 ₹5,870 | 50 ₹1,467.50 | 150 ₹4,402.50 | 85 ₹2,494.75 |
| 9.00 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified & directed. | 120 | Sqm | 1,500 ₹1.8 L | 1,500 ₹1.8 L | 1,655 ₹2.0 L | 1,500 ₹1.8 L | 1,500 ₹1.8 L | 1,200 ₹1.4 L | 1,188 ₹1.4 L | 1,340 ₹1.6 L |
| 10.00 | 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 specified. | 20 | Cum | 1,000 ₹20,000 | 890 ₹17,800 | 800 ₹16,000 | 600 ₹12,000 | 500 ₹10,000 | 1,000 ₹20,000 | 720 ₹14,400 | 740 ₹14,800 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹88,000
Closing Date
21 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
Addn altn to building No. P-274 (Salvage Yard) at 14 BRD under GE (AF) Borjhar.
2026_MES_761600_1
8549/BOR/E8
Open Tender
Civil Works
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
₹88,000
Yes
26 May 2026
23 Apr 2026
23 May 2026
23 Apr 2026
21 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 mtr 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 | - | - | |
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 specified and directed. | - | Each | - | - | |
M&L for Hardcore of guage exc 63mm but not exc. 100mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified. | - | 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 specified. | - | Cum | - | - | |
M&L for PCC (1:3:6) type C2 using 40 mm graded stone aggregate as in foundations filling in mass concrete all as specified. | - | Cum | - | - | |
M&L for PCC 1:2:4 type B2 using 40 mm graded stone aggregate as in floor 150 mm thick complete all as specified | - | Sqm | - | - | |
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. | - | Sqm | - | - | |
Returning, filling in and including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified. | - | Cum | - | - | |
Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified & directed. | - | Sqm | - | - | |
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 specified. | - | Cum | - | - |
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