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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Finance | ₹6.6 L | L1 | Admitted-Finance |
| 2 | L2₹6.8 LAdmitted-Finance VIP BULLARPAR TATIPARA GUWAHATI 781015 | KAMRUP METRO | ASSAM | 781015 | ₹6.8 L | L2 | Admitted-Finance |
| 3 | L3₹6.9 LAdmitted-Finance NOT AVAILABLE | ₹6.9 L | L3 | Admitted-Finance |
| 4 | L4₹7.2 LAdmitted-Finance SUMATEE BHAWAN GUWAHATI AIRPORT NEAR BORJHAR TELEPHONE EXCHANGE GUWAHATI 781015 ASSAM | KAMRUP METRO | ASSAM | 781015 | ₹7.2 L | L4 | Admitted-Finance |
| 5 | L5₹7.5 LAdmitted-Finance | ₹7.5 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s JRS Associates L2 | Ms Sukumar Talukdar and Co. L4 | M/s A R Traders L3 | S.P. TRADERS L5 | B S ENTERPRISE L6 | M/s B.M. Enterprise L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in soft/loose soil as directed | 174 | SqM | 43 ₹7,482 | 55 ₹9,570 | 120 ₹20,880 | 100 ₹17,400 | 50 ₹8,700 | 50 ₹8,700 |
| 2.00 | Removing Excavated soils exc 250 mtr not exc 500 mtr and depositing where directed at a level not exc1.5 mtr above the starting point. | 28.1 | CuM | 245 ₹6,884.50 | 85 ₹2,388.50 | 125 ₹3,512.50 | 200 ₹5,620 | 300 ₹8,430 | 100 ₹2,810 |
| 3.00 | M & L for hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified and directed. | 26.1 | CuM | 1,940 ₹50,634 | 2,000 ₹52,200 | 2,000 ₹52,200 | 2,000 ₹52,200 | 3,000 ₹78,300 | 2,500 ₹65,250 |
| 4.00 | M&L for 75 mm thick Cement concrete type C2, 1:3:6 (using 40 mm graded granite stone aggregate) in sub base of flooring/ hard standing all as directed. | 174 | SQM | 485 ₹84,390 | 550 ₹95,700 | 350 ₹60,900 | 450 ₹78,300 | 450 ₹78,300 | 350 ₹60,900 |
| 5.00 | M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, 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. | 174 | Sqm | 1,188 ₹2.1 L | 1,500 ₹2.6 L | 1,500 ₹2.6 L | 1,600 ₹2.8 L | 1,450 ₹2.5 L | 1,200 ₹2.1 L |
| 6.00 | M&L PCC type B1 1:2:4 using 20 mm graded aggregate in kerbs | 1.2 | Cum | 8,560 ₹10,272 | 7,999 ₹9,598.80 | 6,500 ₹7,800 | 8,000 ₹9,600 | 7,000 ₹8,400 | 7,000 ₹8,400 |
| 7.00 | Excavating post holes or similar holes, each not exceeding 0.5 CuM, getting out in Soft/ disintegrated soil and removing surplus soil to a distance n.exc 50m & making good surface all as directed. | 20 | Each | 198 ₹3,960 | 200 ₹4,000 | 250 ₹5,000 | 200 ₹4,000 | 200 ₹4,000 | 100 ₹2,000 |
| 8.00 | Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth for foundation, manhole etc not exc 10 Sqm on plan and not exc 1.5 metre in depth including getting out in soft/loose soil complete all as specified and as directed | 3 | Cum | 345 ₹1,035 | 200 ₹600 | 350 ₹1,050 | 500 ₹1,500 | 750 ₹2,250 | 100 ₹300 |
| 9.00 | M & L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation | 0.95 | CUM | 6,150 ₹5,842.50 | 5,000 ₹4,750 | 4,900 ₹4,655 | 550 ₹522.50 | 5,000 ₹4,750 | 4,000 ₹3,800 |
| 10.00 | M&L for Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6 metre means radius built in cement mortar 1:6 complete all as specified and as directed. | 1.6 | Cum | 9,470 ₹15,152 | 9,999 ₹15,998.40 | 8,700 ₹13,920 | 10,000 ₹16,000 | 9,000 ₹14,400 | 8,000 ₹12,800 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹19,200
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
Provn of external infrastructure to improve the aesthetic look of office accomodation in various location at 14 BRD under GE (AF) Borjhar
2026_MES_762514_1
8560/BOR/E8
Open Tender
Civil Works
90 days
GE (AF) BORJHAR
MES Contractor enlisted as Class E 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
₹19,200
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 | Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in soft/loose soil as directed | 174 | SqM | - | - |
| 2 | Removing Excavated soils exc 250 mtr not exc 500 mtr and depositing where directed at a level not exc1.5 mtr above the starting point. | 28.1 | CuM | - | - |
| 3 | M & L for hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified and directed. | 26.1 | CuM | - | - |
| 4 | M&L for 75 mm thick Cement concrete type C2, 1:3:6 (using 40 mm graded granite stone aggregate) in sub base of flooring/ hard standing all as directed. | 174 | SQM | - | - |
| 5 | M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, 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. | 174 | Sqm | - | - |
| 6 | M&L PCC type B1 1:2:4 using 20 mm graded aggregate in kerbs | 1.2 | Cum | - | - |
| 7 | Excavating post holes or similar holes, each not exceeding 0.5 CuM, getting out in Soft/ disintegrated soil and removing surplus soil to a distance n.exc 50m & making good surface all as directed. | 20 | Each | - | - |
| 8 | Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth for foundation, manhole etc not exc 10 Sqm on plan and not exc 1.5 metre in depth including getting out in soft/loose soil complete all as specified and as directed | 3 | Cum | - | - |
| 9 | M & L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation | 0.95 | CUM | - | - |
| 10 | M&L for Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6 metre means radius built in cement mortar 1:6 complete all as specified and as directed. | 1.6 | Cum | - | - |
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