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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.9 LAccepted-AOC | L1 | Accepted-AOC L1 Accepted | |
| 2 | L2₹38.3 L+₹3.8 L (10.9%)Rejected-Finance 018 GROUND FLOOR LEKHRAJ ENCLAVE LEKHRAJ PANNA SECTOR 2 VIKAS NAGAR LUCKNOW UTTAR PRADESH 226022 | LUCKNOW | UTTAR PRADESH | 226022 | L2 | Rejected-Finance Being Not the Lowest Tenderer | |
| 3 | L3₹38.5 L+₹4.0 L (11.5%)Rejected-Finance NEAR OLD CCS JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Rejected-Finance Being Not the Lowest Tenderer | |
| 4 | L4₹39.1 L+₹4.6 L (13.2%)Rejected-Finance | L4 | Rejected-Finance Being Not the Lowest Tenderer | |
| 5 | L5₹39.6 L+₹5.1 L (14.7%)Rejected-Finance 204B SENTHAMANGALAM GOTHANDARAMPURAM VILLAGE PERUMANADU POST VAYALOGAM VIA PUDUKKOTTAI DIST TN | PUDUKKOTTAI | TAMIL NADU | 622104 | L5 | Rejected-Finance Being Not the Lowest Tenderer |
| Sl No | Description | Qty | Unit | M Govindarajan L5 | M/s Harjas Construction & Waterproofing Co L8 | M/s Prem Enterprise L4 | Reliance Sales Agency L1 | SKV Engineering L3 | M/s Ramesh Lal L6 | M/s Sriya Enterprises L7 | SK ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in hard/ dense soil complete all as specified and directed. | 240 | SQM | 85 ₹20,400 | 90 ₹21,600 | 83 ₹19,920 | 80 ₹19,200 Lowest | 80 ₹19,200 Lowest | 125 ₹30,000 | 130 ₹31,200 | 84 ₹20,160 |
| 2.00 | Hardcore of gauge exceeding 63 but not exceeding 150mm of broken granite stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified and directed. | 30.5 | CUM | 2,650 ₹80,825 | 2,595 ₹79,147.5 | 2,594 ₹79,117 | 2,500 ₹76,250 Lowest | 2,690 ₹82,045 | 2,700 ₹82,350 | 2,786 ₹84,973 | 2,850 ₹86,925 |
| 3.00 | 100 mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate for flooring, paving sub base, path etc and finished even and fair complete all as specified and directed. | 142 | SQM | 650 ₹92,300 | 680 ₹96,560 | 695 ₹98,690 | 600 ₹85,200 Lowest | 725 ₹1,02,950 | 658 ₹93,436 | 800 ₹1,13,600 | 630 ₹89,460 |
| 4.00 | PCC 1:2:4 B1 (20mm graded aggregate) 75mm thick for hardstanding, etc all as specified and directed. | 85 | SQM | 600 ₹51,000 | 630 ₹53,550 | 595 ₹50,575 | 550 ₹46,750 Lowest | 590 ₹50,150 | 600 ₹51,000 | 613 ₹52,105 | 635 ₹53,975 |
| 5.00 | Glass dividing strips of width of 38mm and 3mm thick inserted in postion in concrerte flooring all as specified and directed. | 10 | RM | 70 ₹700 | 105 ₹1,050 | 60 ₹600 Lowest | 60 ₹600 Lowest | 75 ₹750 | 80 ₹800 | 99 ₹990 | 63 ₹630 |
| 6.00 | Sand filing under floors or in foundations including watering and consolidation for 50mm thick all as specified and directed. | 7.5 | CUM | 2,650 ₹19,875 | 2,840 ₹21,300 | 2,650 ₹19,875 | 2,500 ₹18,750 Lowest | 2,690 ₹20,175 | 2,750 ₹20,625 | 2,786 ₹20,895 | 2,626 ₹19,695 |
| 7.00 | Machine Pressed precast concrete interlocking paver block rubberised any shape and size conforming to IS- 15658 - 2006 of 60 mm thickness M-35 Grade with grey cement and pigment complete all as specified and directed. | 150 | SQM | 1,100 ₹1,65,000 | 1,080 ₹1,62,000 | 1,055 ₹1,58,250 | 950 ₹1,42,500 Lowest | 1,020 ₹1,53,000 | 999 ₹1,49,850 | 950 ₹1,42,500 Lowest | 998 ₹1,49,700 |
| 8.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.50M in depth; for foundation, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed. | 31 | CUM | 650 ₹20,150 | 500 ₹15,500 Lowest | 652 ₹20,212 | 500 ₹15,500 Lowest | 605 ₹18,755 | 548 ₹16,988 | 595 ₹18,445 | 525 ₹16,275 |
| 9.00 | PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundations filling and mass concrete all as specified and directed. | 8 | CUM | 7,100 ₹56,800 | 6,820 ₹54,560 | 6,500 ₹52,000 | 6,000 ₹48,000 Lowest | 6,250 ₹50,000 | 6,580 ₹52,640 | 6,700 ₹53,600 | 6,450 ₹51,600 |
| 10.00 | Pre-cast cement concrete block masonary with solid blocks, type C1, 1:3:6, 20 mm graded aggregate, exceeding 10 cm in width and setting in mortar, in cement mortar 1:4 complete all as specified and as directed. | 25 | CUM | 10,300 ₹2,57,500 | 10,460 ₹2,61,500 | 9,999 ₹2,49,975 | 9,200 ₹2,30,000 Lowest | 10,500 ₹2,62,500 | 10,089 ₹2,52,225 | 11,800 ₹2,95,000 | 9,664 ₹2,41,600 |
Tender Value
₹32.8 L
EMD Value
₹65,500
Closing Date
18 Mar 2026, 6:00 pmClosed
GE WELLINGTON
Garrison Engineer Wellington Barrack Post The Nilgiris Pin code-643231
PROVISION OF DEFICIENT PARKING SHELTER AT NAI(T) BLDG NO P-216 AND ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING AND SPECIAL REPAIRS TO REPLACEMENT OF OLD EXTERNAL GI WATER LINES AT REYNOLD ROAD MD ACCN AND ROYAL ROAD AND ADDITION / ALTERAT
2026_MES_748938_2
8187/E8
Open Tender
Civil Works
Item Rate
120 days
Trichy
As Per Tender Document
7 documents required · 7 mandatory
₹500
GE WELLINGTON
₹65,500
Yes
10 Aug 2026
5 Mar 2026
20 Mar 2026
5 Mar 2026
18 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in hard/ dense soil complete all as specified and directed. | 240 | SQM | - | - |
| 2 | Hardcore of gauge exceeding 63 but not exceeding 150mm of broken granite stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified and directed. | 30.5 | CUM | - | - |
| 3 | 100 mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate for flooring, paving sub base, path etc and finished even and fair complete all as specified and directed. | 142 | SQM | - | - |
| 4 | PCC 1:2:4 B1 (20mm graded aggregate) 75mm thick for hardstanding, etc all as specified and directed. | 85 | SQM | - | - |
| 5 | Glass dividing strips of width of 38mm and 3mm thick inserted in postion in concrerte flooring all as specified and directed. | 10 | RM | - | - |
| 6 | Sand filing under floors or in foundations including watering and consolidation for 50mm thick all as specified and directed. | 7.5 | CUM | - | - |
| 7 | Machine Pressed precast concrete interlocking paver block rubberised any shape and size conforming to IS- 15658 - 2006 of 60 mm thickness M-35 Grade with grey cement and pigment complete all as specified and directed. | 150 | SQM | - | - |
| 8 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.50M in depth; for foundation, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed. | 31 | CUM | - | - |
| 9 | PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundations filling and mass concrete all as specified and directed. | 8 | CUM | - | - |
| 10 | Pre-cast cement concrete block masonary with solid blocks, type C1, 1:3:6, 20 mm graded aggregate, exceeding 10 cm in width and setting in mortar, in cement mortar 1:4 complete all as specified and as directed. | 25 | CUM | - | - |
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