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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-AOC | ₹47.2 L | L1 | Accepted-AOC Lowest Bid Value |
| 2 | L2₹48.9 L+₹1.8 L (3.76%)Rejected-AOC | ₹48.9 L+₹1.8 L (3.76%) | L2 | Rejected-AOC Higher Bid Value |
| 3 | L3₹49.4 L+₹2.2 L (4.73%)Rejected-AOC | ₹49.4 L+₹2.2 L (4.73%) | L3 | Rejected-AOC Higher Bid Value |
| 4 | L4₹49.8 L+₹2.6 L (5.55%)Rejected-AOC | ₹49.8 L+₹2.6 L (5.55%) | L4 | Rejected-AOC Higher Bid Value |
| 5 | L5₹50.1 L+₹3.0 L (6.34%)Rejected-AOC | ₹50.1 L+₹3.0 L (6.34%) | L5 | Rejected-AOC Higher Bid Value |
| Sl No | Description | Qty | Unit | M/s MATRI ENTERPRISES L4 | PERFECT BUILDERS AND SUPPLIERS L2 | sanjay kumar L6 | SHRI MADAN SINGH L8 | M/S Lucky Builders L1 | SHRI RAJNATH SINGH L9 | M/S CELL HEART L7 | MS SADHNA RAHUL L3 | Asha Engineering Enterprises L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed. | 45 | Sqm | 64 ₹2,880 | 60 ₹2,700 | 70 ₹3,150 | 70 ₹3,150 | 40 ₹1,800 Lowest | 71 ₹3,195 | 80 ₹3,600 | 63 ₹2,835 | 65 ₹2,925 |
| 2.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation etc or for shafts, wells, cesspits, manhole, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 109 | Cum | 305 ₹33,245 | 300 ₹32,700 | 300 ₹32,700 | 300 ₹32,700 | 290 ₹31,610 Lowest | 320 ₹34,880 | 307 ₹33,463 | 304 ₹33,136 | 300 ₹32,700 |
| 3.00 | Excavation over areas n.exc 1.5m deep & getting out soft/loose soil etc complete all as specified and directed. | 136 | Cum | 328 ₹44,608 | 340 ₹46,240 | 330 ₹44,880 | 340 ₹46,240 | 320 ₹43,520 Lowest | 350 ₹47,600 | 330 ₹44,880 | 326 ₹44,336 | 329 ₹44,744 |
| 4.00 | Returning filling in trenches including spreading leveling watering and well ramming in layers not exceeding 25 cm thick all complete all as specified and as directed. | 56 | Cum | 181 ₹10,136 | 190 ₹10,640 | 180 ₹10,080 | 180 ₹10,080 | 170 ₹9,520 Lowest | 295 ₹16,520 | 181 ₹10,136 | 179 ₹10,024 | 182 ₹10,192 |
| 5.00 | Removing of excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all complete all as specified and as directed. | 195.75 | Cum | 286 ₹55,984.5 | 290 ₹56,767.5 | 285 ₹55,788.75 | 290 ₹56,767.5 | 280 ₹54,810 Lowest | 295 ₹57,746.25 | 286 ₹55,984.5 | 283 ₹55,397.25 | 284 ₹55,593 |
| 6.00 | M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 15 | Cum | 7,530 ₹1,12,950 | 7,600 ₹1,14,000 | 7,550 ₹1,13,250 | 7,600 ₹1,14,000 | 7,500 ₹1,12,500 Lowest | 7,650 ₹1,14,750 | 7,540 ₹1,13,100 | 7,530 ₹1,12,950 | 7,540 ₹1,13,100 |
| 7.00 | M&L for RCC design Mix M-25(using 20 mm graded stone aggregate) as in foundation, including rafts, footings, foundation beams; plinth beams; bases for coloumns, etc basement slabs under reamed piles and mass concrete complete all as specified and as directed. | 26.5 | Cum | 11,450 ₹3,03,425 | 10,350 ₹2,74,275 | 11,450 ₹3,03,425 | 11,500 ₹3,04,750 | 10,250 ₹2,71,625 Lowest | 11,550 ₹3,06,075 | 11,460 ₹3,03,690 | 11,450 ₹3,03,425 | 11,400 ₹3,02,100 |
| 8.00 | M&L for RCC design Mix M-25(using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 2 | Cum | 11,450 ₹22,900 | 10,350 ₹20,700 | 11,450 ₹22,900 | 11,500 ₹23,000 | 10,250 ₹20,500 Lowest | 11,550 ₹23,100 | 11,460 ₹22,920 | 11,450 ₹22,900 | 11,400 ₹22,800 |
| 9.00 | M&L for RCC design Mix M-25 (using 20 mm graded stone aggregate) as in beams, cantilever, bressummers, lintels over 1.5m span complete all as specified and as directed. | 4.5 | Cum | 11,450 ₹51,525 | 10,350 ₹46,575 | 11,450 ₹51,525 | 11,500 ₹51,750 | 10,250 ₹46,125 Lowest | 11,550 ₹51,975 | 11,460 ₹51,570 | 11,450 ₹51,525 | 11,400 ₹51,300 |
| 10.00 | M&L for RCC design Mix M-25 (using 20 mm graded stone aggregate) as in Chajjas complete all as specified and as directed. | 1.7 | Cum | 11,450 ₹19,465 | 10,350 ₹17,595 | 11,450 ₹19,465 | 11,500 ₹19,550 | 10,250 ₹17,425 Lowest | 11,550 ₹19,635 | 11,460 ₹19,482 | 11,450 ₹19,465 | 11,400 ₹19,380 |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
30 Jun 2026, 6:00 pmClosed
GE 868 EWS
GE 868 EWS PIN- 913 868 C/o 99 APO
PROVN OF 01 X GUARD ROOM AT TOWER NO 26 AND PROVN OF PLINTH FOR DISPLAY OF WAR TROPHY AIRFRAME AT SEPTA AT RMS
2026_MES_770781_1
9015/C/E8
Open Tender
Civil Works
Item Rate
180 days
RANGAPAHAR
Class D, Category a(i)
2 documents required · 2 mandatory
₹500
GE 868 EWS
₹94,000
30 Jul 2026
9 Jun 2026
2 Jul 2026
9 Jun 2026
30 Jun 2026
23 Jun 2026
9 Jun 2026 - 16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed. | 45 | Sqm | - | - |
| 2 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation etc or for shafts, wells, cesspits, manhole, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 109 | Cum | - | - |
| 3 | Excavation over areas n.exc 1.5m deep & getting out soft/loose soil etc complete all as specified and directed. | 136 | Cum | - | - |
| 4 | Returning filling in trenches including spreading leveling watering and well ramming in layers not exceeding 25 cm thick all complete all as specified and as directed. | 56 | Cum | - | - |
| 5 | Removing of excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all complete all as specified and as directed. | 195.75 | Cum | - | - |
| 6 | M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 15 | Cum | - | - |
| 7 | M&L for RCC design Mix M-25(using 20 mm graded stone aggregate) as in foundation, including rafts, footings, foundation beams; plinth beams; bases for coloumns, etc basement slabs under reamed piles and mass concrete complete all as specified and as directed. | 26.5 | Cum | - | - |
| 8 | M&L for RCC design Mix M-25(using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 2 | Cum | - | - |
| 9 | M&L for RCC design Mix M-25 (using 20 mm graded stone aggregate) as in beams, cantilever, bressummers, lintels over 1.5m span complete all as specified and as directed. | 4.5 | Cum | - | - |
| 10 | M&L for RCC design Mix M-25 (using 20 mm graded stone aggregate) as in Chajjas complete all as specified and as directed. | 1.7 | Cum | - | - |
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