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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.9 LAdmitted-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 | L1 | Admitted-Finance | |
| 2 | L2₹53.1 L+₹5.2 L (10.9%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹53.4 L+₹5.5 L (11.5%)Admitted-Finance OLD PAHARGAON POLY TECHNIC ROAD DOLLYGUNJ SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Admitted-Finance | |
| 4 | L4₹54.9 L+₹7.0 L (14.6%)Admitted-Finance DAIRY FARM JUNCTION VIJAY BAUGH ROAD SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Admitted-Finance | |
| 5 | L5₹55.7 L+₹7.9 L (16.4%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S VISHAL CONSTRUCTION L8 | Sree Tirumala Enterprises L4 | JD Construction L1 | R Janani Engineering Private Limited L9 | LOOK UP ENTERPRISES L3 | M/s Prem Enterprise L7 | M/s K Moorthi L6 | CARTWHEEL CONSTRUCTION L2 | ABR Construction L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thick (above or below GL) complete all as specified and directed | 65 | Cum | 3,780 ₹2,45,700 | 3,450 ₹2,24,250 | 3,000 ₹1,95,000 Lowest | 3,840 ₹2,49,600 | 3,390 ₹2,20,350 | 3,690 ₹2,39,850 | 3,600 ₹2,34,000 | 3,400 ₹2,21,000 | 3,540 ₹2,30,100 |
| 2.00 | 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 all as specified and directed | 25 | Each | 1,512 ₹37,800 | 1,400 ₹35,000 | 1,200 ₹30,000 Lowest | 1,536 ₹38,400 | 1,356 ₹33,900 | 1,476 ₹36,900 | 1,440 ₹36,000 | 1,350 ₹33,750 | 1,416 ₹35,400 |
| 3.00 | 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 | 5.4 | Cum | 630 ₹3,402 | 580 ₹3,132 | 500 ₹2,700 Lowest | 640 ₹3,456 | 565 ₹3,051 | 615 ₹3,321 | 600 ₹3,240 | 600 ₹3,240 | 590 ₹3,186 |
| 4.00 | 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 | 63.5 | Cum | 4,410 ₹2,80,035 | 4,050 ₹2,57,175 | 3,500 ₹2,22,250 Lowest | 4,480 ₹2,84,480 | 3,955 ₹2,51,142.5 | 4,305 ₹2,73,367.5 | 4,200 ₹2,66,700 | 3,900 ₹2,47,650 | 4,130 ₹2,62,255 |
| 5.00 | 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 | 55.85 | Sqm | 1,386 ₹77,408.1 | 1,265 ₹70,650.25 | 1,100 ₹61,435 Lowest | 1,408 ₹78,636.8 | 1,243 ₹69,421.55 | 1,353 ₹75,565.05 | 1,320 ₹73,722 | 1,232 ₹68,807.2 | 1,298 ₹72,493.3 |
| 6.00 | M & L for PCC 1:2:4 type B1 using 20 mm graded crushed stone aggregate as in filling, foundation and mass concrete all as specified and directed | 7.8 | Cum | 17,010 ₹1,32,678 | 15,525 ₹1,21,095 | 14,000 ₹1,09,200 Lowest | 17,280 ₹1,34,784 | 15,255 ₹1,18,989 | 16,605 ₹1,29,519 | 16,200 ₹1,26,360 | 15,200 ₹1,18,560 | 15,930 ₹1,24,254 |
| 7.00 | M&L chequered Cement concrete tiles 30cmx30cmx 25 mm thick set, jointed and pointed neat cement slurry in floor with grey cement and pigments , incl CM (1: 4) 20 mm thick screed bed including dismantling all as specified and directed. | 295 | Sqm | 3,150 ₹9,29,250 | 2,875 ₹8,48,125 | 2,500 ₹7,37,500 Lowest | 3,200 ₹9,44,000 | 2,825 ₹8,33,375 | 3,075 ₹9,07,125 | 3,000 ₹8,85,000 | 2,800 ₹8,26,000 | 2,950 ₹8,70,250 |
| 8.00 | M&L for mild steel work as posts and struts in fencing including cutting tops as required drilling holes, notching for wires etc and similar works conforming to Fe-290 Gde E-165 complete all as specified and as directed | 2,500 | Kg | 252 ₹6,30,000 | 250 ₹6,25,000 | 210 ₹5,25,000 Lowest | 256 ₹6,40,000 | 226 ₹5,65,000 | 246 ₹6,15,000 | 240 ₹6,00,000 | 225 ₹5,62,500 | 236 ₹5,90,000 |
| 9.00 | M & L for Aluminium composite panel sheet of 3mm thick of any colour or design with skin thickness of 0.25mm of aluminium on both sides, sandwiched by 2.5mm polyethylene core with PVDF coating of 30 micron fixed with Angles or MS or SS Flats etc for by screws/ bolt & nuts etc for View cutter in approved pattern etc including dismantling complete all as specified and as directed. | 30 | Sqm | 6,300 ₹1,89,000 | 5,750 ₹1,72,500 | 5,000 ₹1,50,000 Lowest | 6,400 ₹1,92,000 | 5,650 ₹1,69,500 | 6,150 ₹1,84,500 | 6,000 ₹1,80,000 | 5,600 ₹1,68,000 | 5,900 ₹1,77,000 |
| 10.00 | S&F mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment all as specified and as directed. | 40 | Kg | 265 ₹10,600 | 250 ₹10,000 | 210 ₹8,400 Lowest | 269 ₹10,760 | 237 ₹9,480 | 258 ₹10,320 | 252 ₹10,080 | 240 ₹9,600 | 248 ₹9,920 |
Tender Value
₹48.5 L
EMD Value
₹97,000
Closing Date
20 Jul 2026, 6:00 pmClosed
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
SPECIAL REPAIR TO COMPOUND WALL AND CHAIN LINK FENCING ALONGWITH OTHER CONNECTED WORKS AT MANEKSHAW ENCLAVE AND SPL REP TO HARDSTANDING CHEQUERED TILES AND PAVER BLOCKS ALONGWITH OTHER CONNECTED WORK FROM BLDG NO P 273 TO P 276 UNDER GE HADDO SVP
2026_MES_775030_1
8287/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
₹97,000
Yes
8 Aug 2026
29 Jun 2026
22 Jul 2026
29 Jun 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thick (above or below GL) complete all as specified and directed | 65 | Cum | - | - |
| 2 | 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 all as specified and directed | 25 | Each | - | - |
| 3 | 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 | 5.4 | Cum | - | - |
| 4 | 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 | 63.5 | Cum | - | - |
| 5 | 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 | 55.85 | Sqm | - | - |
| 6 | M & L for PCC 1:2:4 type B1 using 20 mm graded crushed stone aggregate as in filling, foundation and mass concrete all as specified and directed | 7.8 | Cum | - | - |
| 7 | M&L chequered Cement concrete tiles 30cmx30cmx 25 mm thick set, jointed and pointed neat cement slurry in floor with grey cement and pigments , incl CM (1: 4) 20 mm thick screed bed including dismantling all as specified and directed. | 295 | Sqm | - | - |
| 8 | M&L for mild steel work as posts and struts in fencing including cutting tops as required drilling holes, notching for wires etc and similar works conforming to Fe-290 Gde E-165 complete all as specified and as directed | 2,500 | Kg | - | - |
| 9 | M & L for Aluminium composite panel sheet of 3mm thick of any colour or design with skin thickness of 0.25mm of aluminium on both sides, sandwiched by 2.5mm polyethylene core with PVDF coating of 30 micron fixed with Angles or MS or SS Flats etc for by screws/ bolt & nuts etc for View cutter in approved pattern etc including dismantling complete all as specified and as directed. | 30 | Sqm | - | - |
| 10 | S&F mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment all as specified and as directed. | 40 | Kg | - | - |
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