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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.9 LAdmitted-Finance PUBERUN PATH HOUSE NO 48 HATIGAON GUWAHATI 781038 ASSAM | GUWAHATI | KAMRUP METRO | ASSAM | 781038 | ₹38.9 L | L1 | Admitted-Finance |
| 2 | L2₹42.8 L+₹3.9 L (10.1%)Admitted-Finance GANGA NAGAR NEAR TUSHARCHAKRA MISAMARI 784506 | SONITPUR | ASSAM | 784506 | ₹42.8 L+₹3.9 L (10.1%) | L2 | Admitted-Finance |
| 3 | L3₹45.3 L+₹6.4 L (16.4%)Admitted-Finance BISHNU RAVA PATH PO PS TEZPUR DIST SONITPUR ASSAM | TEZPUR | SONITPUR | ASSAM | ₹45.3 L+₹6.4 L (16.4%) | L3 | Admitted-Finance |
| 4 | L4₹46.2 L+₹7.3 L (18.8%)Admitted-Finance 1 SADHANA SOCIETY DEV BAUG DEVBAUG BHAVNAGAR GUJARAT 364001 | BHAVNAGAR | GUJARAT | 364001 | ₹46.2 L+₹7.3 L (18.8%) | L4 | Admitted-Finance |
| 5 | L5₹46.6 L+₹7.7 L (19.7%)Admitted-Finance | ₹46.6 L+₹7.7 L (19.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S K.K.TRADERS L2 | Markson L6 | Sunrise Enterprise L8 | M/S Krishna Construction Co. L4 | shree kamakhya traders L7 | M/S RANA ENGINEERING ENTERPRISE L9 | M/S B.B. Singh Contractor L3 | Shree Krishna Traders L5 | SUNIL KUMAR VERMA L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as directed. | 148.35 | Cum | 400 ₹59,340 | 700 ₹1,03,845 | 425 ₹63,048.75 | 20 ₹2,967 Lowest | 579 ₹85,894.65 | 320 ₹47,472 | 500 ₹74,175 | 45 ₹6,675.75 | 43 ₹6,379.05 |
| 2.00 | Demolition of cement Concrete (unreinforced) ground floors and pavings n exc 15 cm thickness (below or above ground level) including removing debries of the premises complete all as specified and directed. | 7.1 | Cum | 400 ₹2,840 | 700 ₹4,970 | 866 ₹6,148.6 | 40 ₹284 | 573 ₹4,068.3 | 210 ₹1,491 | 500 ₹3,550 | 55 ₹390.5 | 34 ₹241.4 Lowest |
| 3.00 | Excavation in trenches n.exc. 1.5 m width and n.exc. 1.5 m in depth for foundation, laying of UG cable, pipe etc in soft/loose soil & getting out, complete all as directed. | 129 | Cum | 450 ₹58,050 | 680 ₹87,720 | 510 ₹65,790 | 480 ₹61,920 | 563 ₹72,627 | 490 ₹63,210 | 400 ₹51,600 Lowest | 610 ₹78,690 | 435 ₹56,115 |
| 4.00 | M&L plain cement concrete type B-2 (1:2:4) using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 85.5 | Cum | 9,800 ₹8,37,900 | 10,230 ₹8,74,665 | 10,100 ₹8,63,550 | 8,900 ₹7,60,950 | 11,000 ₹9,40,500 | 8,700 ₹7,43,850 | 9,100 ₹7,78,050 | 10,300 ₹8,80,650 | 6,900 ₹5,89,950 Lowest |
| 5.00 | M&L Boulder filling dry of size not less than 100mm handpacked tightly, as in wire crate apron bunds complete all as specified and directed. Note : Wire crate measured and paid separately | 524.6 | Cum | 3,000 ₹15,73,800 | 3,580 ₹18,78,068 | 3,210 ₹16,83,966 | 4,100 ₹21,50,860 | 3,452 ₹18,10,919.2 | 3,670 ₹19,25,282 | 4,200 ₹22,03,320 | 3,425 ₹17,96,755 | 2,750 ₹14,42,650 Lowest |
| 6.00 | M&L plain cement concrete type B-2 (1:2:4) using 20 mm graded stone aggregate as in coping complete all as specified and directed. | 3.44 | Cum | 12,800 ₹44,032 | 13,100 ₹45,064 | 11,450 ₹39,388 | 13,400 ₹46,096 | 13,572 ₹46,687.68 | 1,391 ₹4,785.04 Lowest | 10,800 ₹37,152 | 10,400 ₹35,776 | 8,200 ₹28,208 |
| 7.00 | S & F 4mm dia galvanised steel wire, 150 x 100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified and directed. | 1,612.5 | Sqm | 520 ₹8,38,500 | 470 ₹7,57,875 | 695 ₹11,20,687.5 | 530 ₹8,54,625 | 564 ₹9,09,450 | 495 ₹7,98,187.5 | 400 ₹6,45,000 Lowest | 650 ₹10,48,125 | 400 ₹6,45,000 Lowest |
| 8.00 | S&F in repair Concertina coil 610mm dia, precoated with black anti-corrosive paint (weight 8Kg per coil expandable 6-8 mtr strech), short barb length 11+ 1mm thickness of tape 0.5mm, dia of spring core wire 2.6mm fixed on angle iron frames including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pin etc complete all as directed. | 870 | Rm | 760 ₹6,61,200 | 690 ₹6,00,300 | 964 ₹8,38,680 | 580 ₹5,04,600 Lowest | 800 ₹6,96,000 | 980 ₹8,52,600 | 670 ₹5,82,900 | 770 ₹6,69,900 | 1,175 ₹10,22,250 |
| 9.00 | Returning filling in, including spreading, levelling, watering & well ramming in layers not exc 25 cm, complete all as specified and directed. | 7.74 | Cum | 180 ₹1,393.2 | 320 ₹2,476.8 | 660 ₹5,108.4 | 120 ₹928.8 | 245 ₹1,896.3 | 245 ₹1,896.3 | 130 ₹1,006.2 | 300 ₹2,322 | 45 ₹348.3 Lowest |
| 10.00 | Removing excavated material (soil) n exc 50 m & depositing where directed at a level n exc 1.5 m, complete all as directed. | 121.26 | Cum | 480 ₹58,204.8 | 680 ₹82,456.8 | 784 ₹95,067.84 | 347 ₹42,077.22 | 583 ₹70,694.58 | 690 ₹83,669.4 | 350 ₹42,441 | 300 ₹36,378 | 55 ₹6,669.3 Lowest |
Tender Value
Refer Docs
EMD Value
₹84,000
Closing Date
25 Jun 2026, 6:00 pmClosed
GE MISSAMARI
PO-Missamari Dist-Sonitpur Assam
SPECIAL REPAIR TO PERIMETER WALL AT AIR FORCE STN MISSAMARI
2026_MES_771358_1
8661/E8
Open Tender
Civil Works
Item Rate
180 days
GE MISSAMARI
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE MISSAMARI
₹84,000
Yes
21 Sept 2026
11 Jun 2026
27 Jun 2026
11 Jun 2026
25 Jun 2026
18 Jun 2026
11 Jun 2026 - 17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as directed. | 148.35 | Cum | - | - |
| 2 | Demolition of cement Concrete (unreinforced) ground floors and pavings n exc 15 cm thickness (below or above ground level) including removing debries of the premises complete all as specified and directed. | 7.1 | Cum | - | - |
| 3 | Excavation in trenches n.exc. 1.5 m width and n.exc. 1.5 m in depth for foundation, laying of UG cable, pipe etc in soft/loose soil & getting out, complete all as directed. | 129 | Cum | - | - |
| 4 | M&L plain cement concrete type B-2 (1:2:4) using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 85.5 | Cum | - | - |
| 5 | M&L Boulder filling dry of size not less than 100mm handpacked tightly, as in wire crate apron bunds complete all as specified and directed. Note : Wire crate measured and paid separately | 524.6 | Cum | - | - |
| 6 | M&L plain cement concrete type B-2 (1:2:4) using 20 mm graded stone aggregate as in coping complete all as specified and directed. | 3.44 | Cum | - | - |
| 7 | S & F 4mm dia galvanised steel wire, 150 x 100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified and directed. | 1,612.5 | Sqm | - | - |
| 8 | S&F in repair Concertina coil 610mm dia, precoated with black anti-corrosive paint (weight 8Kg per coil expandable 6-8 mtr strech), short barb length 11+ 1mm thickness of tape 0.5mm, dia of spring core wire 2.6mm fixed on angle iron frames including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pin etc complete all as directed. | 870 | Rm | - | - |
| 9 | Returning filling in, including spreading, levelling, watering & well ramming in layers not exc 25 cm, complete all as specified and directed. | 7.74 | Cum | - | - |
| 10 | Removing excavated material (soil) n exc 50 m & depositing where directed at a level n exc 1.5 m, complete all as directed. | 121.26 | Cum | - | - |
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