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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H8₹43.8 L−₹5.5 L (11.1%)Accepted-AOC P O BUD BUD DIST BURDWAN PIN 713403 W B | BUD BUD | BURDWAN | WEST BENGAL | 713403 | ₹43.8 L−₹5.5 L (11.1%) Quoted ₹43.9 L | H8 | Accepted-AOC Contract awarded to M/s K L Bakshi and Sons |
| 2 | H1₹49.3 LRejected-Finance | ₹49.3 L | H1 | Rejected-Finance Higher rate quoted than H8 |
| 3 | H2₹46.2 L−₹3.2 L (6.42%)Rejected-Finance | ₹46.2 L−₹3.2 L (6.42%) | H2 | Rejected-Finance Higher rate quoted than H8 |
| 4 | H3₹45.8 L−₹3.5 L (7.11%)Rejected-Finance 2A 40 1 DHARMATALA ROAD KASBA KOLKATA WEST BENGAL 700042 | KOLKATA | KOLKATA | WEST BENGAL | 700042 | ₹45.8 L−₹3.5 L (7.11%) | H3 | Rejected-Finance Higher rate quoted than H8 |
| 5 | H4₹45.4 L−₹4.0 L (8.04%)Rejected-Finance VILL BONOGRAM PO RANDIA P S BUDBUD DIST BURDWAN PIN 713120 WB | BURDWAN | BURDWAN | WEST BENGAL | 713120 | ₹45.4 L−₹4.0 L (8.04%) | H4 | Rejected-Finance Higher rate quoted than H8 |
| Sl No | Description | Qty | Unit | M/s sadhan kumar mukherjee H7 | K L BAKSHI AND SONS H8 | M/s S A TRADING H4 | N B CONSTRUCTION H1 | Intime Commotrade Pvt Ltd H6 | M/S MADAN MOHAN KAKAR H2 | MIDSCOPE SUPPLIERS H5 | SPS TRADING H3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n. exc1.5m deep and getting out in hard/dense soil complete all as specified and directed. | 673 | Cum | 260 ₹1,74,980 | 271 ₹1,82,383 | 302 ₹2,03,246 | 301 ₹2,02,573 | 206 ₹1,38,638 Lowest | 320 ₹2,15,360 | 268.22 ₹1,80,512.06 | 283 ₹1,90,459 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm.complete all as specified and directed. | 135 | Cum | 70 ₹9,450 | 75 ₹10,125 | 88 ₹11,880 | 110 ₹14,850 | 49 ₹6,615 Lowest | 100 ₹13,500 | 78.22 ₹10,559.7 | 98 ₹13,230 |
| 3.00 | Removing excavated material soil nexc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified. | 538 | Cum | 150 ₹80,700 | 139 ₹74,782 | 172 ₹92,536 | 156 ₹83,928 | 128 ₹68,864 Lowest | 190 ₹1,02,220 | 148.22 ₹79,742.36 | 166 ₹89,308 |
| 4.00 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. | 56 | Cum | 1,880 ₹1,05,280 | 1,760 ₹98,560 | 1,915 ₹1,07,240 | 1,180 ₹66,080 Lowest | 1,599 ₹89,544 | 2,000 ₹1,12,000 | 1,758.22 ₹98,460.32 | 1,761 ₹98,616 |
| 5.00 | M&L for broken stone/boulders hard core gauge n.exc 63mm deposited, spred and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as specified and directed. | 56 | Cum | 1,390 ₹77,840 | 1,380 ₹77,280 | 1,452 ₹81,312 | 3,540 ₹1,98,240 | 1,346 ₹75,376 Lowest | 1,500 ₹84,000 | 1,408.22 ₹78,860.32 | 1,419 ₹79,464 |
| 6.00 | M&L Cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 84 | Cum | 7,250 ₹6,09,000 | 7,199 ₹6,04,716 Lowest | 7,345 ₹6,16,980 | 7,340 ₹6,16,560 | 7,382 ₹6,20,088 | 7,500 ₹6,30,000 | 7,398.22 ₹6,21,450.48 | 7,398 ₹6,21,432 |
| 7.00 | M&L for old size brick work with fly ash bricks straight or curved on plan exc 6 m mean radius build in CM 1:4 all as specified as directed. | 150 | Cum | 8,480 ₹12,72,000 | 8,410 ₹12,61,500 | 8,525 ₹12,78,750 | 8,280 ₹12,42,000 Lowest | 8,445 ₹12,66,750 | 8,600 ₹12,90,000 | 8,598.22 ₹12,89,733 | 8,577 ₹12,86,550 |
| 8.00 | S&F Precast factory made SFRC (Steel Fibre Reinforced concrete) M-25 drain cover of size 1.00 sqm each along with its SFRC frame, shape square or rectangular (Minimum weight 65 kg/Sqm) with min. 50mm thickness of slab cover each set at the top of the drain with 2 hooks to hold, with suitable reinforcement embedded complete all as specified and as directed by Engr-in-Charge. | 350 | Sqm | 4,300 ₹15,05,000 | 4,245 ₹14,85,750 Lowest | 4,285 ₹14,99,750 | 5,500 ₹19,25,000 | 4,438 ₹15,53,300 | 4,350 ₹15,22,500 | 4,388.22 ₹15,35,877 | 4,403 ₹15,41,050 |
| 9.00 | M&L for reinforcement cement concrete(nominal mix) type A1 1:1.5:3 (20mm graded aggregate) as in Columns, pillars, piers, posts and struts complete all as spd and directed. | 3 | Cum | 8,120 ₹24,360 | 7,999 ₹23,997 Lowest | 8,100 ₹24,300 | 8,600 ₹25,800 | 10,246 ₹30,738 | 8,200 ₹24,600 | 8,778.22 ₹26,334.66 | 8,918 ₹26,754 |
| 10.00 | Use and waste of square formwork to sides of pillars, posts, struts, piers, columns and stanchions with for fair and finished surfaces complete all as spd and directed. | 49 | Sqm | 550 ₹26,950 | 541 ₹26,509 | 545 ₹26,705 | 500 ₹24,500 Lowest | 705 ₹34,545 | 600 ₹29,400 | 608.22 ₹29,802.78 | 635 ₹31,115 |
Tender Value
₹42.8 L
EMD Value
₹85,700
Closing Date
2 Jul 2026, 6:00 pmClosed
GE PANNGARH
GARRISON ENGINEER PANAGARH, MILITARY ENGINEER SERVICES, PO-PANAGARH, DISTT- BURDWAN, STATE-WEST BENGAL PIN-713420
All as per BOQ
2026_MES_771246_1
8500-653/E8
Open Tender
Civil Works
Works
180 days
PANNGARH
As per tender documents
6 documents required · 6 mandatory
₹500
GE Panagarh
₹85,700
27 Aug 2026
11 Jun 2026
3 Jul 2026
11 Jun 2026
2 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas n. exc1.5m deep and getting out in hard/dense soil complete all as specified and directed. | 673 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm.complete all as specified and directed. | 135 | Cum | - | - |
| 3 | Removing excavated material soil nexc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified. | 538 | Cum | - | - |
| 4 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. | 56 | Cum | - | - |
| 5 | M&L for broken stone/boulders hard core gauge n.exc 63mm deposited, spred and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as specified and directed. | 56 | Cum | - | - |
| 6 | M&L Cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 84 | Cum | - | - |
| 7 | M&L for old size brick work with fly ash bricks straight or curved on plan exc 6 m mean radius build in CM 1:4 all as specified as directed. | 150 | Cum | - | - |
| 8 | S&F Precast factory made SFRC (Steel Fibre Reinforced concrete) M-25 drain cover of size 1.00 sqm each along with its SFRC frame, shape square or rectangular (Minimum weight 65 kg/Sqm) with min. 50mm thickness of slab cover each set at the top of the drain with 2 hooks to hold, with suitable reinforcement embedded complete all as specified and as directed by Engr-in-Charge. | 350 | Sqm | - | - |
| 9 | M&L for reinforcement cement concrete(nominal mix) type A1 1:1.5:3 (20mm graded aggregate) as in Columns, pillars, piers, posts and struts complete all as spd and directed. | 3 | Cum | - | - |
| 10 | Use and waste of square formwork to sides of pillars, posts, struts, piers, columns and stanchions with for fair and finished surfaces complete all as spd and directed. | 49 | Sqm | - | - |
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