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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.0 LAccepted-AOC BALIJAN PANIHARA GAON PO DINJOY CHABUA DIST DIBRUGARH ASSAM 786184 | DIBRUGARH | DIBRUGARH | ASSAM | 786184 | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹48.1 L+₹1.3 L (2.87%)Rejected-Finance 7TH MILE UPPER SHILLONG P O NONGLYER SHILLONG 793009 MEGHALAYA | EAST KHASI HILLS | MEGHALAYA | 793009 | L2 | Rejected-Finance Being other than Lowest | |
| 3 | L3₹48.2 L+₹1.4 L (2.97%)Rejected-Finance | L3 | Rejected-Finance Being other than Lowest | |
| 4 | L4₹48.4 L+₹1.6 L (3.45%)Rejected-Finance AT ROAD NEAR MES TINALI PO CHABUA DIST DIBRUGARH ASSAM | L4 | Rejected-Finance Being other than Lowest | |
| 5 | L5₹48.9 L+₹2.1 L (4.56%)Rejected-Finance 01 CHANGSARI KAMRUP ASSAM 781101 | KAMRUP | ASSAM | 781101 | L5 | Rejected-Finance Being other than Lowest |
| Sl No | Description | Qty | Unit | M/S N K SAI TRADING L3 | M/S RK Trading L4 | M/S A K BROTHERS L6 | M/S Abhi Traders L9 | M/S A K ENTERPRISE L5 | M/S D G ENTERPRISE L1 | Saranga Saikia L8 | M/S CHAKRA GOHAIN L7 | S K ENTERPRISE L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n.exc 1.5 deep and getting out in soft/ loose soil complete all as specified and directed. | 202.5 | Cum | 585 ₹1,18,462.5 | 585 ₹1,18,462.5 | 598 ₹1,21,095 | 610 ₹1,23,525 | 595 ₹1,20,487.5 | 580 ₹1,17,450 | 600 ₹1,21,500 | 455 ₹92,137.5 Lowest | 600 ₹1,21,500 |
| 2.00 | Removing excavated mtrl to a distance exc 250mtr but n.exc 500mtr and deposited where directed at a level n.exc 1.5 mtr above the starting point complete all as specified and directd. | 205.13 | Cum | 455 ₹93,334.15 | 455 ₹93,334.15 | 457 ₹93,744.41 | 525 ₹1,07,693.25 | 455 ₹93,334.15 | 450 ₹92,308.5 | 500 ₹1,02,565 | 385 ₹78,975.05 Lowest | 500 ₹1,02,565 |
| 3.00 | M&L for broken stone or boulder hardcore of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 97.5 | Cum | 6,200 ₹6,04,500 | 6,200 ₹6,04,500 | 6,181 ₹6,02,647.5 | 6,225 ₹6,06,937.5 | 6,150 ₹5,99,625 | 6,100 ₹5,94,750 | 6,200 ₹6,04,500 | 5,900 ₹5,75,250 Lowest | 6,200 ₹6,04,500 |
| 4.00 | M&L for 150 mm thick cement concrete type B-2, 1:2:4 (40mm graded stone aggregate) as in sub floors, sub bases, floors and paving etc complete all as specified and directed. | 650 | Sqm | 1,700 ₹11,05,000 | 1,710 ₹11,11,500 | 1,668 ₹10,84,200 | 1,710 ₹11,11,500 | 1,660 ₹10,79,000 | 1,650 ₹10,72,500 Lowest | 1,700 ₹11,05,000 | 1,700 ₹11,05,000 | 1,700 ₹11,05,000 |
| 5.00 | M&L for 150 mm thick cement concrete type D-2, 1:4:8 (40mm graded stone aggregate)as in sub floors, sub bases, floors and paving etc complete all as specified and directed. | 650 | Sqm | 1,500 ₹9,75,000 | 1,520 ₹9,88,000 | 1,507 ₹9,79,550 | 1,520 ₹9,88,000 | 1,500 ₹9,75,000 | 1,450 ₹9,42,500 Lowest | 1,500 ₹9,75,000 | 1,500 ₹9,75,000 | 1,500 ₹9,75,000 |
| 6.00 | M&L for 25 mm thk cement concrete type B-0 1:2:4 (12.5 mm graded stone aggregate) complete all as specified and directed. | 650 | Sqm | 500 ₹3,25,000 | 486 ₹3,15,900 | 653 ₹4,24,450 | 510 ₹3,31,500 | 650 ₹4,22,500 | 480 ₹3,12,000 Lowest | 500 ₹3,25,000 | 500 ₹3,25,000 | 500 ₹3,25,000 |
| 7.00 | Forming 12 mm rthick expansion joints in 100 mm thick concrete slab filled with pre -formed bituminous filler and top 30 mm primed and sealed with sealing compound ,Grade 'B' complete all as specified and directed. | 4 | 10 RM | 650 ₹2,600 | 625 ₹2,500 | 628 ₹2,512 | 660 ₹2,640 | 625 ₹2,500 | 610 ₹2,440 Lowest | 655 ₹2,620 | 620 ₹2,480 | 625 ₹2,500 |
| 8.00 | Forming contraction joints (Dummy) joints of size 65 mm x 10 mm wide,filled with sealing compound of Grade 'B' complete all as specified and directed. | 24 | 10 RM | 550 ₹13,200 | 550 ₹13,200 | 527 ₹12,648 | 560 ₹13,440 | 525 ₹12,600 | 520 ₹12,480 Lowest | 550 ₹13,200 | 550 ₹13,200 | 545 ₹13,080 |
| 9.00 | 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 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed. | 43.47 | Cum | 550 ₹23,908.5 | 589 ₹25,603.83 | 527 ₹22,908.69 | 560 ₹24,343.2 | 525 ₹22,821.75 | 520 ₹22,604.4 Lowest | 550 ₹23,908.5 | 550 ₹23,908.5 | 545 ₹23,691.15 |
| 10.00 | M&L for cement concrete in foundations, filling and mass concrete Type C-2 1:4:8 (40 mm graded stone aggregate) complete all as specified and directed. | 2.1 | Cum | 12,800 ₹26,880 Lowest | 12,950 ₹27,195 | 12,965 ₹27,226.5 | 13,210 ₹27,741 | 12,900 ₹27,090 | 12,800 ₹26,880 Lowest | 13,200 ₹27,720 | 12,900 ₹27,090 | 13,000 ₹27,300 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
22 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (AF) Mohanbari
Garrison Engineer (AF) Mohanbari Mohanbari Post Dibrugarh Assam 786012
CERTAIN IMPROVEMENT ON ROAD AND OTHER INFRA AT ALG WALONG UNDER GE (AF) MOHANBARI
2026_MES_787402_1
8001/839/E8
Open Tender
Civil Works
Item Rate
180 days
ALG Walong
Class D, category a(i)
7 documents required · 7 mandatory
₹500
Garrison Engineer (AF) Mohanbari
₹87,000
Yes
9 Oct 2026
2 Sept 2026
23 Sept 2026
2 Sept 2026
22 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas n.exc 1.5 deep and getting out in soft/ loose soil complete all as specified and directed. | 202.5 | Cum | - | - |
| 2 | Removing excavated mtrl to a distance exc 250mtr but n.exc 500mtr and deposited where directed at a level n.exc 1.5 mtr above the starting point complete all as specified and directd. | 205.13 | Cum | - | - |
| 3 | M&L for broken stone or boulder hardcore of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 97.5 | Cum | - | - |
| 4 | M&L for 150 mm thick cement concrete type B-2, 1:2:4 (40mm graded stone aggregate) as in sub floors, sub bases, floors and paving etc complete all as specified and directed. | 650 | Sqm | - | - |
| 5 | M&L for 150 mm thick cement concrete type D-2, 1:4:8 (40mm graded stone aggregate)as in sub floors, sub bases, floors and paving etc complete all as specified and directed. | 650 | Sqm | - | - |
| 6 | M&L for 25 mm thk cement concrete type B-0 1:2:4 (12.5 mm graded stone aggregate) complete all as specified and directed. | 650 | Sqm | - | - |
| 7 | Forming 12 mm rthick expansion joints in 100 mm thick concrete slab filled with pre -formed bituminous filler and top 30 mm primed and sealed with sealing compound ,Grade 'B' complete all as specified and directed. | 4 | 10 RM | - | - |
| 8 | Forming contraction joints (Dummy) joints of size 65 mm x 10 mm wide,filled with sealing compound of Grade 'B' complete all as specified and directed. | 24 | 10 RM | - | - |
| 9 | 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 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed. | 43.47 | Cum | - | - |
| 10 | M&L for cement concrete in foundations, filling and mass concrete Type C-2 1:4:8 (40 mm graded stone aggregate) complete all as specified and directed. | 2.1 | Cum | - | - |
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