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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.4 LAdmitted-Finance | ₹56.4 L | L1 | Admitted-Finance |
| 2 | L2₹58.1 L+₹1.7 L (2.99%)Admitted-Finance BISHNU RAVA PATH PO PS TEZPUR DIST SONITPUR ASSAM | TEZPUR | SONITPUR | ASSAM | ₹58.1 L+₹1.7 L (2.99%) | L2 | Admitted-Finance |
| 3 | L3₹58.3 L+₹1.8 L (3.25%)Admitted-Finance | ₹58.3 L+₹1.8 L (3.25%) | L3 | Admitted-Finance |
| 4 | L4₹58.9 L+₹2.5 L (4.39%)Admitted-Finance | ₹58.9 L+₹2.5 L (4.39%) | L4 | Admitted-Finance |
| 5 | L5₹59.0 L+₹2.6 L (4.55%)Admitted-Finance | ₹59.0 L+₹2.6 L (4.55%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R D ENTERPRISE L5 | M/S Himalayan Trading Co L1 | MS Awash Ghosh and Brothers L4 | M/S B.B. Singh Contractor L2 | M/S SUNNY ENTERPRISE L3 | LAXMI & GANESH ENTERPRISE L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation in soft/loose soil, n.exc(not exceeding) 30 cm deep and averaging 15cm deep and getting out, complete all as directed. | 285 | Sqm | 125 ₹35,625 | 118 ₹33,630 | 120 ₹34,200 | 110 ₹31,350 | 120 ₹34,200 | 98 ₹27,930 Lowest |
| 2.00 | 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. | 63.7 | Cum | 450 ₹28,665 | 440 ₹28,028 | 457 ₹29,110.9 | 420 ₹26,754 Lowest | 448 ₹28,537.6 | 442 ₹28,155.4 |
| 3.00 | Returning filling in, including spreading, levelling, watering & well ramming in layers not exc 25 cm, complete all as specified and directed. | 49.66 | Cum | 200 ₹9,932 | 175 ₹8,690.5 | 215 ₹10,676.9 | 170 ₹8,442.2 Lowest | 185 ₹9,187.1 | 172 ₹8,541.52 |
| 4.00 | Removing excavated material (soil) n exc 50 m & depositing where directed at a level n exc 1.5 m, complete all as directed. | 94.72 | Cum | 450 ₹42,624 | 450 ₹42,624 | 442 ₹41,866.24 | 455 ₹43,097.6 | 455 ₹43,097.6 | 435 ₹41,203.2 Lowest |
| 5.00 | Surface dressing in soft loose soil n exc 15 cm deep and getting out, complete all as directed. | 20 | Sqm | 40 ₹800 | 35 ₹700 | 45 ₹900 | 40 ₹800 | 42 ₹840 | 34 ₹680 Lowest |
| 6.00 | Excavating over areas, n exc 1.5 m deep and getting out soft/loose soil & getting out, complete all as directed. | 19.15 | Cum | 330 ₹6,319.5 | 350 ₹6,702.5 | 325 ₹6,223.75 | 320 ₹6,128 Lowest | 360 ₹6,894 | 322 ₹6,166.3 |
| 7.00 | Excavating over areas, exc 1.5 m and not exc 3.00 m deep and getting out soft/loose soil & getting out, complete all as directed. | 4.03 | Cum | 110 ₹443.3 | 125 ₹503.75 | 107 ₹431.21 | 100 ₹403 Lowest | 130 ₹523.9 | 127 ₹511.81 |
| 8.00 | 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. | 15.04 | Cum | 5,800 ₹87,232 | 5,800 ₹87,232 | 5,795 ₹87,156.8 | 5,800 ₹87,232 | 5,790 ₹87,081.6 Lowest | 6,000 ₹90,240 |
| 9.00 | M&L plain cement concrete type C-2 (1:3:6) using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 5.75 | Cum | 7,750 ₹44,562.5 | 7,800 ₹44,850 | 7,770 ₹44,677.5 | 7,700 ₹44,275 Lowest | 7,810 ₹44,907.5 | 7,850 ₹45,137.5 |
| 10.00 | S&F Rolled mild steel sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates confirming to Fe.290. Gde-E-165 complete all as specified and as directed. complete all as specified and as directed. | 750 | Kg | 178 ₹1,33,500 | 175 ₹1,31,250 Lowest | 180 ₹1,35,000 | 180 ₹1,35,000 | 180 ₹1,35,000 | 177 ₹1,32,750 |
Tender Value
Refer Docs
EMD Value
₹99,140
Closing Date
3 Aug 2026, 6:00 pmClosed
GE MISSAMARI
PO-Missamari Dist-Sonitpur Assam
PROVN OF CERTAIN SANCTIONED WKS AT SOUTH OF RLY LINE AND PROVN OF ARBORICULTURE FOR CHILDREN SCHOOL AT MISSAMARI MIL STN UNDER GE MISSAMARI
2026_MES_770655_2
8650/E8
Open Tender
Civil Works
Item Rate
150 days
GE MISSAMARI
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE MISSAMARI
₹99,140
Yes
24 Aug 2026
13 Jul 2026
5 Aug 2026
13 Jul 2026
3 Aug 2026
20 Jul 2026
13 Jul 2026 - 19 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation in soft/loose soil, n.exc(not exceeding) 30 cm deep and averaging 15cm deep and getting out, complete all as directed. | 285 | Sqm | - | - |
| 2 | 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. | 63.7 | Cum | - | - |
| 3 | Returning filling in, including spreading, levelling, watering & well ramming in layers not exc 25 cm, complete all as specified and directed. | 49.66 | Cum | - | - |
| 4 | Removing excavated material (soil) n exc 50 m & depositing where directed at a level n exc 1.5 m, complete all as directed. | 94.72 | Cum | - | - |
| 5 | Surface dressing in soft loose soil n exc 15 cm deep and getting out, complete all as directed. | 20 | Sqm | - | - |
| 6 | Excavating over areas, n exc 1.5 m deep and getting out soft/loose soil & getting out, complete all as directed. | 19.15 | Cum | - | - |
| 7 | Excavating over areas, exc 1.5 m and not exc 3.00 m deep and getting out soft/loose soil & getting out, complete all as directed. | 4.03 | Cum | - | - |
| 8 | 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. | 15.04 | Cum | - | - |
| 9 | M&L plain cement concrete type C-2 (1:3:6) using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 5.75 | Cum | - | - |
| 10 | S&F Rolled mild steel sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates confirming to Fe.290. Gde-E-165 complete all as specified and as directed. complete all as specified and as directed. | 750 | Kg | - | - |
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