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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.6 LAccepted-AOC GARUBANDHA MISSAMARI DIST SONITPUR ASSAM 784 506 | SONITPUR | ASSAM | 784506 | ₹42.6 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹44.9 L+₹2.2 L (5.22%)Rejected-Finance GORUBANDHA MISSAMARI 784 506 | SONITPUR | ASSAM | 784506 | ₹44.9 L+₹2.2 L (5.22%) | L2 | Rejected-Finance Other Than Lowest Bidder |
| 3 | L3₹45.7 L+₹3.1 L (7.26%)Rejected-Finance | ₹45.7 L+₹3.1 L (7.26%) | L3 | Rejected-Finance Other Than Lowest Bidder |
| 4 | L4₹46.3 L+₹3.7 L (8.71%)Rejected-Finance BISHNU RAVA PATH PO PS TEZPUR DIST SONITPUR ASSAM | TEZPUR | SONITPUR | ASSAM | ₹46.3 L+₹3.7 L (8.71%) | L4 | Rejected-Finance Other Than Lowest Bidder |
| 5 | L5₹46.4 L+₹3.7 L (8.75%)Rejected-Finance GARUBANDHA MISSAMARI DIST SONITPUR ASSAM 784506 | SONITPUR | ASSAM | 784506 | ₹46.4 L+₹3.7 L (8.75%) | L5 | Rejected-Finance Other Than Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S Singha Enterprise L1 | bkgeneralstores L7 | M/S Sun Enterprises L5 | Sneh Construction Co L6 | Sunrise Enterprise L2 | M/S B.B. Singh Contractor L4 | shree kamakhya traders L3 | Shree Krishna Traders L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n exe 30 cm deep and averaging 15 cm deep in soft/ loose soil and getting out complete all as specified and directed. | 220 | Sqm | 50 ₹11,000 Lowest | 66 ₹14,520 | 60 ₹13,200 | 50 ₹11,000 Lowest | 90 ₹19,800 | 105 ₹23,100 | 79 ₹17,380 | 96 ₹21,120 |
| 2.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for for taking out/laying of CI/DI/GI pipelines etc, forming bottom of trenches to the required level and gradient and getting out in soft/loose soil complete all as specified and as directed. | 93.12 | Cum | 300 ₹27,936 | 336 ₹31,288.32 | 250 ₹23,280 | 250 ₹23,280 | 310 ₹28,867.2 | 360 ₹33,523.2 | 222 ₹20,672.64 Lowest | 325 ₹30,264 |
| 3.00 | Returning, Filling in including Spreading, Leveling, Watering and Well Ramming in layers not exc. 25 Cm thick in Soils, complete all as specified and as directed. | 60.9 | Cum | 120 ₹7,308 | 150 ₹9,135 | 138 ₹8,404.2 | 150 ₹9,135 | 160 ₹9,744 | 160 ₹9,744 | 143 ₹8,708.7 | 100 ₹6,090 Lowest |
| 4.00 | Removing excavated material n.exc 50m and depositing were directed at a level not exceeding 1.5m above the starting level complete all as specified and as directed. | 27.26 | Cum | 250 ₹6,815 | 290 ₹7,905.4 | 170 ₹4,634.2 Lowest | 250 ₹6,815 | 290 ₹7,905.4 | 310 ₹8,450.6 | 176 ₹4,797.76 | 265 ₹7,223.9 |
| 5.00 | M&L plain cement concrete type D-2 (1:4:8) using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 2.57 | Cum | 7,000 ₹17,990 | 8,260 ₹21,228.2 | 8,360 ₹21,485.2 | 6,500 ₹16,705 Lowest | 7,150 ₹18,375.5 | 8,225 ₹21,138.25 | 8,340 ₹21,433.8 | 8,100 ₹20,817 |
| 6.00 | M&L RCC nominal mix using Type B1 1:1.5:3 (20 mm graded aggrgate for beams, cantilevers, roof beam , lintels over 1.5 m span, etc, complete all as specified and directed. | 6.23 | Cum | 8,500 ₹52,955 | 8,900 ₹55,447 | 9,080 ₹56,568.4 | 8,000 ₹49,840 Lowest | 8,800 ₹54,824 | 9,226 ₹57,477.98 | 8,730 ₹54,387.9 | 8,800 ₹54,824 |
| 7.00 | M&L TMT bar 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 707.44 | KG | 130 ₹91,967.2 | 150 ₹1,06,116 | 138 ₹97,626.72 | 145 ₹1,02,578.8 | 115 ₹81,355.6 | 145 ₹1,02,578.8 | 173 ₹1,22,387.12 | 100 ₹70,744 Lowest |
| 8.00 | S&F mild steel TMT bar 5 mm dia and over upto and including 10mm dia in strrups as in including cutting, bending and binding with mild steel not less than 0.9 mm dia (annealed) or securing with clips complete all as specified and as directed. | 299.3 | KG | 130 ₹38,909 | 150 ₹44,895 | 138 ₹41,303.4 | 145 ₹43,398.5 | 120 ₹35,916 Lowest | 145 ₹43,398.5 | 143 ₹42,799.9 | 130 ₹38,909 |
| 9.00 | M&L Form work 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, flat, rought finished surfaces of concerete complete all as specified and directed. | 52.03 | Sqm | 550 ₹28,616.5 | 536 ₹27,888.08 | 490 ₹25,494.7 Lowest | 550 ₹28,616.5 | 490 ₹25,494.7 Lowest | 525 ₹27,315.75 | 560 ₹29,136.8 | 520 ₹27,055.6 |
| 10.00 | M&L for Brickwork with burnt old size bricks, straight or curved on plan to any radius built in cement mortar 1:6 complete all as specified and as directed. | 40.65 | Cum | 9,000 ₹3,65,850 | 9,680 ₹3,93,492 | 9,800 ₹3,98,370 | 8,200 ₹3,33,330 Lowest | 9,320 ₹3,78,858 | 9,225 ₹3,74,996.25 | 9,310 ₹3,78,451.5 | 8,200 ₹3,33,330 Lowest |
Tender Value
Refer Docs
EMD Value
₹87,084
Closing Date
16 Jul 2026, 6:00 pmClosed
GE MISSAMARI
PO-Missamari Dist-Sonitpur Assam
SPECIAL REPAIRS TO BLDG NO P 32 AT BASANT ENCLAVE AND PROVN OF CERTAIN REVENUE WORKS UNDER GE MISSAMARI
2026_MES_776085_1
8640/E8
Open Tender
Civil Works
Item Rate
180 days
GE MISSAMARI
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE MISSAMARI
₹87,084
Yes
22 Sept 2026
2 Jul 2026
18 Jul 2026
2 Jul 2026
16 Jul 2026
9 Jul 2026
2 Jul 2026 - 8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n exe 30 cm deep and averaging 15 cm deep in soft/ loose soil and getting out complete all as specified and directed. | 220 | Sqm | - | - |
| 2 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for for taking out/laying of CI/DI/GI pipelines etc, forming bottom of trenches to the required level and gradient and getting out in soft/loose soil complete all as specified and as directed. | 93.12 | Cum | - | - |
| 3 | Returning, Filling in including Spreading, Leveling, Watering and Well Ramming in layers not exc. 25 Cm thick in Soils, complete all as specified and as directed. | 60.9 | Cum | - | - |
| 4 | Removing excavated material n.exc 50m and depositing were directed at a level not exceeding 1.5m above the starting level complete all as specified and as directed. | 27.26 | Cum | - | - |
| 5 | 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. | 2.57 | Cum | - | - |
| 6 | M&L RCC nominal mix using Type B1 1:1.5:3 (20 mm graded aggrgate for beams, cantilevers, roof beam , lintels over 1.5 m span, etc, complete all as specified and directed. | 6.23 | Cum | - | - |
| 7 | M&L TMT bar 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 707.44 | KG | - | - |
| 8 | S&F mild steel TMT bar 5 mm dia and over upto and including 10mm dia in strrups as in including cutting, bending and binding with mild steel not less than 0.9 mm dia (annealed) or securing with clips complete all as specified and as directed. | 299.3 | KG | - | - |
| 9 | M&L Form work 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, flat, rought finished surfaces of concerete complete all as specified and directed. | 52.03 | Sqm | - | - |
| 10 | M&L for Brickwork with burnt old size bricks, straight or curved on plan to any radius built in cement mortar 1:6 complete all as specified and as directed. | 40.65 | Cum | - | - |
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