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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.1 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹49.7 L+₹3.3 L (7.14%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹53.3 L+₹6.9 L (14.8%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹53.6 L+₹7.1 L (15.4%)Rejected-Finance 01 AALAM E NOOR UI MASJID OLD PAHAR GAON DOLLYGUNJ POLYTECHNIC ROAD SOUTH ANDAMAN ANDAMAN NICOBAR 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹53.7 L+₹7.3 L (15.8%)Rejected-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 | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | Sree Tirumala Enterprises L7 | CHANDER SEKER ENTERPRISE L8 | V M YOUSUF L9 | CARTWHEEL CONSTRUCTION L2 | LOOK UP ENTERPRISES L4 | NAWAZ CONSTRUCTIONS L3 | V KARTHICK L1 | JD Construction L5 | M/s Ramesh Lal L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15 cm deep and getting out all as specified and directed. | 380 | Sqm | 185 ₹70,300 | 170 ₹64,600 | 180 ₹68,400 | 170 ₹64,600 | 180 ₹68,400 | 175 ₹66,500 | 140 ₹53,200 Lowest | 174 ₹66,120 | 150 ₹57,000 |
| 2.00 | Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thick (above or below GL) complete all as specified and directed. | 24 | Cum | 2,500 ₹60,000 | 2,490 ₹59,760 | 2,500 ₹60,000 | 2,350 ₹56,400 | 2,450 ₹58,800 | 2,450 ₹58,800 | 1,300 ₹31,200 Lowest | 2,459 ₹59,016 | 1,800 ₹43,200 |
| 3.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed withearth around, in layers not exceeding 25 cm in hard/dense soil out all as specified and directed. | 10 | Each | 670 ₹6,700 | 680 ₹6,800 | 680 ₹6,800 | 600 ₹6,000 | 660 ₹6,600 | 670 ₹6,700 | 500 ₹5,000 Lowest | 666 ₹6,660 | 600 ₹6,000 |
| 4.00 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete all as specified and directed. | 20 | Cum | 650 ₹13,000 | 650 ₹13,000 | 650 ₹13,000 | 550 ₹11,000 Lowest | 640 ₹12,800 | 640 ₹12,800 | 700 ₹14,000 | 645 ₹12,900 | 657 ₹13,140 |
| 5.00 | M&L for returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed. | 10 | Cum | 280 ₹2,800 | 270 ₹2,700 | 300 ₹3,000 | 250 ₹2,500 Lowest | 270 ₹2,700 | 270 ₹2,700 | 300 ₹3,000 | 266 ₹2,660 | 271 ₹2,710 |
| 6.00 | M&L for removing excavated material (any type of soil) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | 68.25 | Cum | 580 ₹39,585 | 650 ₹44,362.5 | 600 ₹40,950 | 480 ₹32,760 | 570 ₹38,902.5 | 570 ₹38,902.5 | 450 ₹30,712.5 Lowest | 574 ₹39,175.5 | 584 ₹39,858 |
| 7.00 | M & L for 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 of broken stone or boulders all as specified and directed. | 38 | Cum | 3,350 ₹1,27,300 | 3,330 ₹1,26,540 | 3,400 ₹1,29,200 | 3,100 ₹1,17,800 Lowest | 3,300 ₹1,25,400 | 3,250 ₹1,23,500 | 3,500 ₹1,33,000 | 3,279 ₹1,24,602 | 3,300 ₹1,25,400 |
| 8.00 | M & L for providing 100 mm thick, PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base of floors all as specified and directed. | 300 | Sqm | 800 ₹2,40,000 | 810 ₹2,43,000 | 800 ₹2,40,000 | 750 ₹2,25,000 Lowest | 790 ₹2,37,000 | 790 ₹2,37,000 | 950 ₹2,85,000 | 799 ₹2,39,700 | 813 ₹2,43,900 |
| 9.00 | M & L for providing 75 mm thick, PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base of floors all as specified and directed. | 380 | Sqm | 690 ₹2,62,200 | 700 ₹2,66,000 | 700 ₹2,66,000 | 640 ₹2,43,200 Lowest | 680 ₹2,58,400 | 680 ₹2,58,400 | 720 ₹2,73,600 | 686 ₹2,60,680 | 698 ₹2,65,240 |
| 10.00 | M&L for providing 50mm thick cement concrete 1:2:4 type B1 (Using 20mm graded stone aggregate) as in floor/paving etc including finishing cement concrete surface even and smooth without using extra cement all as specified and directed. | 380 | Sqm | 600 ₹2,28,000 | 650 ₹2,47,000 | 620 ₹2,35,600 | 560 ₹2,12,800 | 590 ₹2,24,200 | 590 ₹2,24,200 | 500 ₹1,90,000 Lowest | 594 ₹2,25,720 | 605 ₹2,29,900 |
Tender Value
₹43.7 L
EMD Value
₹87,500
Closing Date
12 Jun 2026, 6:00 pmClosed
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
ADDN ALTN TO CHILDREN PARK AT MANEKSHAW ENCLAVE UNDER GE HADDO SRI VIJAYA PURAM
2026_MES_767248_1
8259/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
₹87,500
Yes
20 Aug 2026
22 May 2026
15 Jun 2026
22 May 2026
12 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15 cm deep and getting out all as specified and directed. | 380 | Sqm | - | - |
| 2 | Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thick (above or below GL) complete all as specified and directed. | - | Cum | - | - |
| 3 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed withearth around, in layers not exceeding 25 cm in hard/dense soil out all as specified and directed. | 10 | Each | - | - |
| 4 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete all as specified and directed. | 20 | Cum | - | - |
| 5 | M&L for returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed. | 10 | Cum | - | - |
| 6 | M&L for removing excavated material (any type of soil) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | - | Cum | - | - |
| 7 | M & L for 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 of broken stone or boulders all as specified and directed. | - | Cum | - | - |
| 8 | M & L for providing 100 mm thick, PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base of floors all as specified and directed. | - | Sqm | - | - |
| 9 | M & L for providing 75 mm thick, PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base of floors all as specified and directed. | - | Sqm | - | - |
| 10 | M&L for providing 50mm thick cement concrete 1:2:4 type B1 (Using 20mm graded stone aggregate) as in floor/paving etc including finishing cement concrete surface even and smooth without using extra cement all as specified and directed. | - | Sqm | - | - |
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