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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.6 LAccepted-AOC | ₹56.6 L Quoted ₹56.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹58.5 L+₹1.7 L (3.04%)Rejected-AOC NOT AVAILABLE | ₹58.5 L+₹1.7 L (3.04%) | L2 | Rejected-AOC L2 |
| 3 | L3₹60.7 L+₹3.9 L (6.91%)Rejected-AOC DIGHALI GAON P O SHILAMARA DIST LAKHIMPUR | UNNAO | UTTAR PRADESH | 209869 | ₹60.7 L+₹3.9 L (6.91%) | L3 | Rejected-AOC L3 |
| 4 | L4₹60.7 L+₹3.9 L (6.92%)Rejected-AOC AT MAIN ROAD DANDAI PO PS DANDAI DIST GARHWA | LATEHAR | JHARKHAND | 822112 | ₹60.7 L+₹3.9 L (6.92%) | L4 | Rejected-AOC L4 |
| 5 | L5₹63.0 L+₹6.2 L (11.0%)Rejected-AOC WAR NO 3 DHEMAJI TOWN PO DIST DHEMAJI ASSAM 787057 | DHEMAJI | ASSAM | 787057 | ₹63.0 L+₹6.2 L (11.0%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Shri Debajyoti Das L5 | M/s GOURAB JYOTI GOGOI L1 | SATYA CHANGMAI L2 | Arun Moni Phukan L6 | PRADIP CHANGMAI L7 | KULA PRASAD GOHAIN L3 | ms singh construction L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas . n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed | 211.2 | Cum | 110 ₹23,232 Lowest | 118.2 ₹24,963.84 | 400 ₹84,480 | 350 ₹73,920 | 650 ₹1,37,280 | 340 ₹71,808 | 150 ₹31,680 |
| 2.00 | Excavation over areas exc 1.5m deep but n exc 3m and getting out in soft/loose soil complete all as specified and directed. | 211.2 | Cum | 140 ₹29,568 Lowest | 157.6 ₹33,285.12 | 560 ₹1,18,272 | 300 ₹63,360 | 760 ₹1,60,512 | 510 ₹1,07,712 | 200 ₹42,240 |
| 3.00 | Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth for foundation etc in soft/loose soil complete all as specified and directed. | 14.4 | Cum | 240 ₹3,456 Lowest | 256.1 ₹3,687.84 | 650 ₹9,360 | 300 ₹4,320 | 800 ₹11,520 | 630 ₹9,072 | 300 ₹4,320 |
| 4.00 | M&L for cement concrete in foundation, filling & mass concrete as in type D-2 (1:4:8) 40mm graded aggregated. complete all as specified and directed | 1.8 | Cum | 8,000 ₹14,400 | 7,880 ₹14,184 | 6,000 ₹10,800 | 8,900 ₹16,020 | 7,100 ₹12,780 | 4,900 ₹8,820 Lowest | 8,500 ₹15,300 |
| 5.00 | M&L for cement concrete in foundation, filling & mass concrete as in type C-2 (1:3:6) 40mm graded aggregated. complete all as specified and directed | 21.59 | Cum | 8,500 ₹1,83,515 | 7,880 ₹1,70,129.2 | 3,400 ₹73,406 | 8,500 ₹1,83,515 | 2,400 ₹51,816 Lowest | 7,000 ₹1,51,130 | 8,500 ₹1,83,515 |
| 6.00 | M & L hardcore of gauge n exc 63 mm deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specifed | 28.76 | Sqm | 2,600 ₹74,776 Lowest | 2,758 ₹79,320.08 | 4,000 ₹1,15,040 | 3,500 ₹1,00,660 | 2,700 ₹77,652 | 3,400 ₹97,784 | 3,750 ₹1,07,850 |
| 7.00 | M&L for Walling of random rubble,uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6, with bond of PCC 1:3:6, type C-2 (in lieu of stone bond) complete all as specified and as directed. | 396 | Cum | 9,000 ₹35,64,000 | 7,978.5 ₹31,59,486 | 7,200 ₹28,51,200 Lowest | 10,000 ₹39,60,000 | 9,020 ₹35,71,920 | 8,100 ₹32,07,600 | 7,500 ₹29,70,000 |
| 8.00 | Deduction for stone bond as per item No. 6 above (rate= 3 x difference between (M & L rate except stone rates) | 26.4 | Cum | 1,500 ₹39,600 Lowest | 1,970 ₹52,008 | 2,100 ₹55,440 | 2,200 ₹58,080 | 2,190 ₹57,816 | 2,100 ₹55,440 | 2,000 ₹52,800 |
| 9.00 | M&L for Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.40mm in granite or trap stone complete | 132 | Sqm | 750 ₹99,000 | 689.5 ₹91,014 | 600 ₹79,200 Lowest | 750 ₹99,000 | 1,100 ₹1,45,200 | 680 ₹89,760 | 800 ₹1,05,600 |
| 10.00 | M & L for raised pointing to random or polygonal rubble, uncoursed or brought upto course in cement mortar 1:4 complete all as specifed | 13.2 | 10 Sqm | 350 ₹4,620 | 334.9 ₹4,420.68 | 400 ₹5,280 | 320 ₹4,224 | 200 ₹2,640 Lowest | 360 ₹4,752 | 400 ₹5,280 |
Tender Value
₹57.7 L
EMD Value
₹1.1 L
Closing Date
24 Sept 2025, 6:00 pmClosed
CWE LIKABALI
HQ CWE Likabali Military Engineer Services Pin 901266 C/o 99 APO
PROVN OF RETAINING WALL ANTI EROSION BUND NEAR TCP 1 AND PROVN OF ROAD AND CULVERT FROM MAIN ROAD TO PUMP HOUSE NO 02 AT RAYANG MIL STN UNDER GE 872 EWS
2025_MES_724642_1
83027/E8
Open Tender
Civil Works
Item Rate
180 days
RAYANG
Please refer NIT
6 documents required · 6 mandatory
₹1,000
GE 872 EWS
₹1.1 L
Yes
15 Nov 2025
5 Aug 2025
26 Sept 2025
5 Aug 2025
24 Sept 2025
17 Sept 2025
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