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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹41.1 LAccepted-AOC | 1 | Accepted-AOC Being lowest bidder | |
| 2 | 2₹42.8 L+₹1.7 L (4.14%)Rejected-Finance 67 B PANDU TEMPLE GHAT PANDU TEMPLE GHAT NEAR WEST GUWAHATI BED COLLEGE KAMRUP ASSAM 781012 | KAMRUP METRO | ASSAM | 781012 | 2 | Rejected-Finance Not being lowest | |
| 3 | 3₹43.0 L+₹1.8 L (4.48%)Rejected-Finance AIR FORCE ROAD GORAIMARI PO HALESWAR PS TEZPUR DISTT SONITPUR ASSAM 784104 | SONITPUR | ASSAM | 784104 | 3 | Rejected-Finance Not being lowest | |
| 4 | 4₹43.5 L+₹2.4 L (5.72%)Rejected-Finance NEW HARIGAON BEHIND BASE HOSP PO NIKAMUL TEZPUR ASSAM 784001 | SONITPUR | ASSAM | 784001 | 4 | Rejected-Finance Not being lowest |
| Sl No | Description | Qty | Unit | M/S PK ENTERPRISE L2 | M/S R.B. Construction L3 | M/S SINGH FURNITURE MART L4 | MISHRA SUPPLY AGENCY L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep in hard and dence soil, complete all as specified and as directed by Engineer-in-Charge. | 69.15 | Sqm | 120 ₹8,298 | 125 ₹8,643.75 | 120 ₹8,298 | 30 ₹2,074.5 Lowest |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil, complete all as specified and as directed by Engineer-in-Charge. | 40 | Cum | 300 ₹12,000 Lowest | 350 ₹14,000 | 300 ₹12,000 Lowest | 320 ₹12,800 |
| 3.00 | Removing to excavated, surplus spoil material exc. 1.50 km but n exc. 5 km away from MD Land and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and as directed by Engineer-in-Charge. | 20 | Cum | 180 ₹3,600 Lowest | 220 ₹4,400 | 500 ₹10,000 | 560 ₹11,200 |
| 4.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm each layer, complete all as specified and as directed by Engineer-in-Charge. | 21 | Cum | 140 ₹2,940 | 100 ₹2,100 Lowest | 100 ₹2,100 Lowest | 120 ₹2,520 |
| 5.00 | Materials and labour for plain cement concrete (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and as directed by Engineer-in-Charge. | 9.45 | Cum | 7,000 ₹66,150 | 6,400 ₹60,480 Lowest | 6,500 ₹61,425 | 6,400 ₹60,480 Lowest |
| 6.00 | Material and labour for, moorum/red bajri filling in floors or pavings, laid in layers not exc.25cm thick, spread, levelled and rammed including watering, complete all as specified and as directed by Engineer-in-Charge. | 10 | Cum | 1,200 ₹12,000 | 1,400 ₹14,000 | 2,150 ₹21,500 | 1,120 ₹11,200 Lowest |
| 7.00 | Materials and labour for brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar (1:6), complete all as specified and as directed by Engineer-in-Charge. | 16 | Cum | 9,880 ₹1,58,080 | 9,000 ₹1,44,000 Lowest | 9,600 ₹1,53,600 | 9,700 ₹1,55,200 |
| 8.00 | Materials and labour for plain cement concrete (1:2:4) type B0 (using 12.5mm graded crushed stone aggregate) as in damp proof course to horizontal or vertical surfaces including necessary formwork, complete all as specified and as directed by Engineer-in-Charge. | 8 | Sqm | 350 ₹2,800 | 320 ₹2,560 | 320 ₹2,560 | 240 ₹1,920 Lowest |
| 9.00 | M & L for Acid resistant tiles 15mm thick vitreous ceramic including backing coat 15mm thick in cm (1:3), unglazed, set, jointed and pointed in chemical resistant mortar, resin type in floors and walls, complete all as specified and as directed by Engineer-in-Charge. | 50 | Sqm | 3,250 ₹1,62,500 | 3,150 ₹1,57,500 Lowest | 3,400 ₹1,70,000 | 3,185 ₹1,59,250 |
| 10.00 | Materials and labour for machine cut kota stone slab flooring 20-25 mm thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over and including 20mm thick screed bed or bedding layer of CM (1:6), complete all as specified and as directed by Engineer-in-Charge. | 40 | Sqm | 2,150 ₹86,000 | 2,200 ₹88,000 | 2,210 ₹88,400 | 2,100 ₹84,000 Lowest |
Tender Value
₹41.3 L
EMD Value
₹82,500
Closing Date
10 Jun 2026, 6:00 pmClosed
GE (AF) Tezpur
Ministry of Defence Military Engineer Services Garrison Engineer AF Tezpur PO Salonibari Assam 784101
PROVN OF WORK SERVICES IN SMC ALONG WITH HARD STANDING FOR STORAGE FOR POL AND HYGIENE CHEMICALS ALONG WITH CONNECTED WORKS AT AF STN TEZPUR
2026_MES_767187_1
8149/E8
Open Tender
Civil Works - Others
Item Rate
180 days
TEZPUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE (AF) TEZPUR
₹82,500
Yes
4 Aug 2026
22 May 2026
12 Jun 2026
22 May 2026
10 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep in hard and dence soil, complete all as specified and as directed by Engineer-in-Charge. | 69.15 | Sqm | - | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil, complete all as specified and as directed by Engineer-in-Charge. | 40 | Cum | - | - |
| 3 | Removing to excavated, surplus spoil material exc. 1.50 km but n exc. 5 km away from MD Land and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and as directed by Engineer-in-Charge. | 20 | Cum | - | - |
| 4 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm each layer, complete all as specified and as directed by Engineer-in-Charge. | 21 | Cum | - | - |
| 5 | Materials and labour for plain cement concrete (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and as directed by Engineer-in-Charge. | 9.45 | Cum | - | - |
| 6 | Material and labour for, moorum/red bajri filling in floors or pavings, laid in layers not exc.25cm thick, spread, levelled and rammed including watering, complete all as specified and as directed by Engineer-in-Charge. | 10 | Cum | - | - |
| 7 | Materials and labour for brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar (1:6), complete all as specified and as directed by Engineer-in-Charge. | 16 | Cum | - | - |
| 8 | Materials and labour for plain cement concrete (1:2:4) type B0 (using 12.5mm graded crushed stone aggregate) as in damp proof course to horizontal or vertical surfaces including necessary formwork, complete all as specified and as directed by Engineer-in-Charge. | 8 | Sqm | - | - |
| 9 | M & L for Acid resistant tiles 15mm thick vitreous ceramic including backing coat 15mm thick in cm (1:3), unglazed, set, jointed and pointed in chemical resistant mortar, resin type in floors and walls, complete all as specified and as directed by Engineer-in-Charge. | 50 | Sqm | - | - |
| 10 | Materials and labour for machine cut kota stone slab flooring 20-25 mm thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over and including 20mm thick screed bed or bedding layer of CM (1:6), complete all as specified and as directed by Engineer-in-Charge. | 40 | Sqm | - | - |
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