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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹16.1 L+₹93,664.29 (6.16%)Admitted-Finance P O WEST SRIPURIA DIST TINSUKIA ASSAM PIN 786 145 | TINSUKIA | ASSAM | 786145 | L2 | Admitted-Finance | |
| 3 | L3₹17.0 L+₹1.8 L (12.1%)Admitted-Finance DINJAN P O DINJAN DIST DIBRUGARH ASSAM 786 183 E 4 CWE DINJAN | DIBRUGARH | ASSAM | 786183 | L3 | Admitted-Finance | |
| 4 | L4₹17.4 L+₹2.3 L (14.8%)Admitted-Finance KAJANIBARI ROAD PO DINJAN DIST TINSUKIA ASSAM 786189 | DINJAN | TINSUKIA | ASSAM | 786189 | L4 | Admitted-Finance | |
| 5 | L5₹17.5 L+₹2.3 L (14.9%)Admitted-Finance DINJAN TINALI P O DINJAN DIST DIBRUGARH ASSAM E 27 CWE DINJAN | DIBRUGARH | ASSAM | 785675 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S BORAH BROTHERS L7 | JANATA CONSTRUCTION L3 | M/S G.S ENTERPRISES & CO L5 | JAFRI AND CO. L1 | M/S BISWAJIT SINGH L4 | FREEZCON L8 | M/S C.P CONSTRUCTION L6 | Construction House L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 508 ₹12,192 | 466 ₹11,184 | 475 ₹11,400 | 383.7 ₹9,208.8 Lowest | 470 ₹11,280 | 490 ₹11,760 | 500 ₹12,000 | 460 ₹11,040 |
| 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 | 508 ₹1,270 | 466 ₹1,165 | 475 ₹1,187.5 | 542.4 ₹1,356 | 470 ₹1,175 | 490 ₹1,225 | 500 ₹1,250 | 460 ₹1,150 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 | 7,510 ₹3,379.5 | 8,150 ₹3,667.5 | 5,483.1 ₹2,467.4 Lowest | 7,515 ₹3,381.75 | 7,600 ₹3,420 | 8,500 ₹3,825 | 7,500 ₹3,375 |
| 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 | 8,710 ₹28,307.5 | 9,200 ₹29,900 | 6,494.11 ₹21,105.86 Lowest | 8,715 ₹28,323.75 | 8,900 ₹28,925 | 9,300 ₹30,225 | 8,700 ₹28,275 |
| 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 | 11,650 ₹46,600 | 10,610 ₹42,440 | 11,200 ₹44,800 | 8,605.3 ₹34,421.2 Lowest | 11,000 ₹44,000 | 11,150 ₹44,600 | 11,300 ₹45,200 | 10,600 ₹42,400 |
| 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 | 10,210 ₹10,210 | 11,200 ₹11,200 | 8,160.8 ₹8,160.8 Lowest | 10,900 ₹10,900 | 11,150 ₹11,150 | 11,300 ₹11,300 | 10,200 ₹10,200 |
| 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 | 190 ₹4,037.5 | 190 ₹4,037.5 | 139.1 ₹2,955.88 Lowest | 210 ₹4,462.5 | 265 ₹5,631.25 | 200 ₹4,250 | 185 ₹3,931.25 |
| 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 | 415 ₹1,348.75 | 426 ₹1,384.5 | 320.4 ₹1,041.3 Lowest | 450 ₹1,462.5 | 495 ₹1,608.75 | 440 ₹1,430 | 410 ₹1,332.5 |
| 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 | 415 ₹4,946.8 | 455 ₹5,423.6 | 316.72 ₹3,775.3 Lowest | 450 ₹5,364 | 515 ₹6,138.8 | 480 ₹5,721.6 | 405 ₹4,827.6 |
| 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 | 673 ₹16,152 | 555 ₹13,320 | 605 ₹14,520 | 598.08 ₹14,353.92 | 590 ₹14,160 | 690 ₹16,560 | 620 ₹14,880 | 550 ₹13,200 Lowest |
Tender Value
Refer Docs
EMD Value
₹31,000
Closing Date
29 Jul 2026, 6:00 pmClosed
GE DINJAN
GE DINJAN PO PANITOLA DISTT DIBRUGARH
ADDN ALTN AND SPL REPAIR TO MAIN GATE AT DINJAN MILITARY STATION
2026_MES_768770_2
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
₹31,000
Yes
19 Aug 2026
16 Jul 2026
5 Aug 2026
16 Jul 2026
29 Jul 2026
24 Jul 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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