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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₹14.5 LAccepted-AOC P O WEST SRIPURIA DIST TINSUKIA ASSAM PIN 786 145 | TINSUKIA | ASSAM | 786145 | L1 | Accepted-AOC LOWEST BIDDER AOC | |
| 2 | L2₹15.1 L+₹52,695.58 (3.61%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹17.0 L+₹2.4 L (16.2%)Rejected-Finance DINJAN P O DINJAN DIST DIBRUGARH ASSAM 786 183 E 4 CWE DINJAN | DIBRUGARH | ASSAM | 786183 | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹17.4 L+₹2.9 L (19.5%)Rejected-Finance KAJANIBARI ROAD PO DINJAN DIST TINSUKIA ASSAM 786189 | DINJAN | TINSUKIA | ASSAM | 786189 | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 5 | L5₹17.5 L+₹2.9 L (19.7%)Rejected-Finance DINJAN TINALI P O DINJAN DIST DIBRUGARH ASSAM E 27 CWE DINJAN | DIBRUGARH | ASSAM | 785675 | L5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M/S BORAH BROTHERS L6 | Shree Trilok Electric Corporation L7 | M/S BISWAJIT SINGH L4 | JAFRI AND CO. L2 | M/S G.S ENTERPRISES & CO L5 | M/S C.P CONSTRUCTION L8 | JANATA CONSTRUCTION L3 | FREEZCON L9 | Construction House L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc 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 directed. | 24 | Cum | 500 ₹12,000 | 455 ₹10,920 | 465 ₹11,160 | 383.7 ₹9,208.8 | 475 ₹11,400 | 500 ₹12,000 | 465 ₹11,160 | 475 ₹11,400 | 350 ₹8,400 Lowest |
| 2.00 | Excavating in trenches not exc 1.5 m wide and exc 1.5 m but not exc 3 m in depth for foundation etc etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and directed. | 2.5 | Cum | 500 ₹1,250 | 455 ₹1,137.5 | 465 ₹1,162.5 | 542 ₹1,355 | 475 ₹1,187.5 | 500 ₹1,250 | 465 ₹1,162.5 | 475 ₹1,187.5 | 330 ₹825 Lowest |
| 3.00 | M&L for PCC 1:4:8 Type D2 (40 mm graded aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 0.45 | Cum | 7,760 ₹3,492 | 7,550 ₹3,397.5 | 7,510 ₹3,379.5 | 5,483 ₹2,467.35 Lowest | 8,150 ₹3,667.5 | 8,500 ₹3,825 | 7,510 ₹3,379.5 | 7,600 ₹3,420 | 7,200 ₹3,240 |
| 4.00 | M&L for Reinforced cement concrete (Nominal Mix) type B1 1:2:4 (20 mm graded aggregare) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass complete all as specified and directed. | 3.25 | Cum | 9,150 ₹29,737.5 | 8,900 ₹28,925 | 8,710 ₹28,307.5 | 6,494 ₹21,105.5 Lowest | 9,200 ₹29,900 | 9,300 ₹30,225 | 8,710 ₹28,307.5 | 8,900 ₹28,925 | 8,200 ₹26,650 |
| 5.00 | M&L for Reinforced cement concrete (Nominal Mix) type B1 1:2:4 (20 mm graded aggregare) as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 4 | Cum | 11,500 ₹46,000 | 11,000 ₹44,000 | 11,000 ₹44,000 | 8,605 ₹34,420 Lowest | 11,200 ₹44,800 | 11,300 ₹45,200 | 10,500 ₹42,000 | 11,150 ₹44,600 | 9,300 ₹37,200 |
| 6.00 | M&L for Reinforced cement concrete (Nominal Mix) type B1 1:2:4 (20 mm graded aggregare) as in Beams, cantilevers, bressumm?ers, lintels over 1.5m span complete all as specified and directed. | 1 | Cum | 11,580 ₹11,580 | 11,000 ₹11,000 | 10,900 ₹10,900 | 8,160 ₹8,160 Lowest | 11,200 ₹11,200 | 11,300 ₹11,300 | 10,210 ₹10,210 | 11,150 ₹11,150 | 9,200 ₹9,200 |
| 7.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and directed. | 21.25 | Cum | 262 ₹5,567.5 | 245 ₹5,206.25 | 210 ₹4,462.5 | 139 ₹2,953.75 Lowest | 190 ₹4,037.5 | 200 ₹4,250 | 190 ₹4,037.5 | 265 ₹5,631.25 | 155 ₹3,293.75 |
| 8.00 | Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed. | 3.25 | Cum | 500 ₹1,625 | 480 ₹1,560 | 450 ₹1,462.5 | 320 ₹1,040 Lowest | 426 ₹1,384.5 | 440 ₹1,430 | 410 ₹1,332.5 | 495 ₹1,608.75 | 360 ₹1,170 |
| 9.00 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter of flat rough finished surfaces of concrete complete all as specified and directed. | 11.92 | Sqm | 518 ₹6,174.56 | 500 ₹5,960 | 450 ₹5,364 | 316 ₹3,766.72 Lowest | 455 ₹5,423.6 | 480 ₹5,721.6 | 415 ₹4,946.8 | 510 ₹6,079.2 | 380 ₹4,529.6 |
| 10.00 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions etc rough finished flat surface of concrete complete all as specified and directed. | 24 | Sqm | 665 ₹15,960 | 650 ₹15,600 | 590 ₹14,160 | 599 ₹14,376 | 605 ₹14,520 | 620 ₹14,880 | 555 ₹13,320 | 690 ₹16,560 | 460 ₹11,040 Lowest |
Tender Value
₹15.2 L
EMD Value
₹30,400
Closing Date
21 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 DINJAN
GE DINJAN
ADDN ALTN AND SPL REPAIR TO MAIN GATE AT DINJAN MILITARY STATION
2026_MES_768770_3
C/8170/E8
Open Tender
Civil Works
Item Rate
180 days
DINJAN MIL STN
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE DINJAN
₹30,400
Yes
29 Oct 2026
8 Sept 2026
23 Sept 2026
8 Sept 2026
21 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc 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 directed. | 24 | Cum | - | - |
| 2 | Excavating in trenches not exc 1.5 m wide and exc 1.5 m but not exc 3 m in depth for foundation etc etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and directed. | 2.5 | Cum | - | - |
| 3 | M&L for PCC 1:4:8 Type D2 (40 mm graded aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 0.45 | Cum | - | - |
| 4 | M&L for Reinforced cement concrete (Nominal Mix) type B1 1:2:4 (20 mm graded aggregare) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass complete all as specified and directed. | 3.25 | Cum | - | - |
| 5 | M&L for Reinforced cement concrete (Nominal Mix) type B1 1:2:4 (20 mm graded aggregare) as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 4 | Cum | - | - |
| 6 | M&L for Reinforced cement concrete (Nominal Mix) type B1 1:2:4 (20 mm graded aggregare) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 1 | Cum | - | - |
| 7 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and directed. | 21.25 | Cum | - | - |
| 8 | Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed. | 3.25 | Cum | - | - |
| 9 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter of flat rough finished surfaces of concrete complete all as specified and directed. | 11.92 | Sqm | - | - |
| 10 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions etc rough finished flat surface of concrete complete all as specified and directed. | 24 | Sqm | - | - |
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