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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.4 LAdmitted-Finance OPP CCS GARACHARMA PORT BLAIR 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L1 | Admitted-Finance | |
| 2 | L2₹50.5 L+₹11,928.21 (0.24%)Admitted-Finance 2ND CROSS DEEN STREET M G ROAD JUNGLIGHAT POST SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Admitted-Finance | |
| 3 | L3₹51.0 L+₹54,900.92 (1.09%)Admitted-Finance CHOTHRAPUR BRICHGUNJ POST PORT BLAIR SOUTH ANDAMAN 744 103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Admitted-Finance | |
| 4 | L4₹51.4 L+₹94,549.45 (1.88%)Admitted-Finance GROUND FLOOR HOTEL SHALIMAR DELANJPUR SRI VIJAYA PURAM 744 102 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | L4 | Admitted-Finance | |
| 5 | L5₹52.3 L+₹1.8 L (3.66%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Harjas Construction & Waterproofing Co L6 | M/s Saina Enterprises L8 | JD Construction L2 | Balaji Construction And Traders L5 | DEEPAK AGENCIES L1 | MAJUMDAR FURNITURE L3 | RS ENGINEERING WORK L7 | M/S AMBER PAVER PRODUCTS L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed | 17.5 | Sqm | 384 ₹6,720 | 395 ₹6,912.5 | 385 ₹6,737.5 | 350 ₹6,125 Lowest | 367 ₹6,422.5 | 370 ₹6,475 | 387 ₹6,772.5 | 374 ₹6,545 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out any type of soil complete all as specified and as directed | 25.6 | Cum | 1,098 ₹28,108.8 | 1,128 ₹28,876.8 | 1,100 ₹28,160 | 1,080 ₹27,648 | 1,048 ₹26,828.8 Lowest | 1,058 ₹27,084.8 | 1,105 ₹28,288 | 1,068 ₹27,340.8 |
| 3.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed | 27.24 | Cum | 878 ₹23,916.72 | 902 ₹24,570.48 | 890 ₹24,243.6 | 864 ₹23,535.36 | 838 ₹22,827.12 Lowest | 846 ₹23,045.04 | 884 ₹24,080.16 | 854 ₹23,262.96 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed | 11.36 | Cum | 329 ₹3,737.44 | 338 ₹3,839.68 | 330 ₹3,748.8 | 324 ₹3,680.64 | 314 ₹3,567.04 Lowest | 317 ₹3,601.12 | 331 ₹3,760.16 | 320 ₹3,635.2 |
| 5.00 | M&L for pre cast cement concrete Type D2 1:4:8 (using 40mm graded stone aggregate) as in foundations,filling and mass concrete complete all as specified and as directed | 3.76 | Cum | 10,980 ₹41,284.8 | 11,279 ₹42,409.04 | 11,000 ₹41,360 | 10,801 ₹40,611.76 | 10,479 ₹39,401.04 Lowest | 10,580 ₹39,780.8 | 11,046 ₹41,532.96 | 10,679 ₹40,153.04 |
| 6.00 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed | 1,080 | Kg | 140 ₹1,51,200 Lowest | 195 ₹2,10,600 | 150 ₹1,62,000 | 170 ₹1,83,600 | 150 ₹1,62,000 | 165 ₹1,78,200 | 180 ₹1,94,400 | 150 ₹1,62,000 |
| 7.00 | All as per item no 6 above, but , 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed | 230 | Kg | 140 ₹32,200 Lowest | 195 ₹44,850 | 150 ₹34,500 | 170 ₹39,100 | 150 ₹34,500 | 165 ₹37,950 | 180 ₹41,400 | 150 ₹34,500 |
| 8.00 | M&L for form work to sides (in curved shape) of concrete foundations, footings,rafts and raft beams sides and soffits of foundation and plinth beams and similar work, rough finished surface all as specified and directed. | 20 | Sqm | 714 ₹14,280 | 733 ₹14,660 | 715 ₹14,300 | 702 ₹14,040 | 681 ₹13,620 Lowest | 688 ₹13,760 | 718 ₹14,360 | 694 ₹13,880 |
| 9.00 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed | 43 | Sqm | 878 ₹37,754 | 902 ₹38,786 | 880 ₹37,840 | 864 ₹37,152 | 838 ₹36,034 Lowest | 846 ₹36,378 | 884 ₹38,012 | 854 ₹36,722 |
| 10.00 | M&L for Design mix RCC M-25 (using 20mm graded stone aggregate) as in design mix Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed | 0.25 | Cum | 19,764 ₹4,941 | 20,301 ₹5,075.25 | 20,000 ₹5,000 | 19,441 ₹4,860.25 | 18,861 ₹4,715.25 Lowest | 19,044 ₹4,761 | 19,883 ₹4,970.75 | 19,222 ₹4,805.5 |
Tender Value
₹43.3 L
EMD Value
₹86,600
Closing Date
30 Jun 2026, 9:00 amClosed
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
ADDITION ALTERATIONS TO MAIN GATE AND SECURITY POST P 71 OF VIJAY BAUGH AND OTHER REVENUE MINOR WORKS AT VIJAY BAUGH SPORTS COMPLEX UNDER GE HADDO SRI VIJAYA PURAM
2026_MES_770667_1
8256/E8
Open Tender
Civil Works
Item Rate
180 days
GE Haddo Sri Vijaya Puram
As per NIT
9 documents required · 9 mandatory
₹500
GE Haddo
₹86,600
Yes
10 Jul 2026
9 Jun 2026
1 Jul 2026
9 Jun 2026
30 Jun 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed | 17.5 | Sqm | - | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out any type of soil complete all as specified and as directed | 25.6 | Cum | - | - |
| 3 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed | 27.24 | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed | 11.36 | Cum | - | - |
| 5 | M&L for pre cast cement concrete Type D2 1:4:8 (using 40mm graded stone aggregate) as in foundations,filling and mass concrete complete all as specified and as directed | 3.76 | Cum | - | - |
| 6 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed | 1,080 | Kg | - | - |
| 7 | All as per item no 6 above, but , 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed | 230 | Kg | - | - |
| 8 | M&L for form work to sides (in curved shape) of concrete foundations, footings,rafts and raft beams sides and soffits of foundation and plinth beams and similar work, rough finished surface all as specified and directed. | 20 | Sqm | - | - |
| 9 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed | 43 | Sqm | - | - |
| 10 | M&L for Design mix RCC M-25 (using 20mm graded stone aggregate) as in design mix Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed | 0.25 | Cum | - | - |
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