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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.3 LAccepted-AOC | ₹47.3 L Quoted ₹48.5 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹52.5 L+₹4.1 L (8.40%)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 | ₹52.5 L+₹4.1 L (8.40%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹52.7 L+₹4.3 L (8.83%)Rejected-Finance | ₹52.7 L+₹4.3 L (8.83%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹53.4 L+₹5.0 L (10.2%)Rejected-Finance | ₹53.4 L+₹5.0 L (10.2%) | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹53.9 L+₹5.5 L (11.3%)Rejected-Finance | ₹53.9 L+₹5.5 L (11.3%) | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/S VISHAL CONSTRUCTION L4 | ABR Construction L1 | R Janani Engineering Private Limited L9 | CARTWHEEL CONSTRUCTION L5 | M/s K Moorthi L6 | M/S AMBER PAVER PRODUCTS L8 | JD Construction L2 | SKV Engineering L7 | M/s Prem Enterprise L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 60 | Cum | 3,000 ₹1,80,000 | 2,500 ₹1,50,000 Lowest | 3,000 ₹1,80,000 | 2,750 ₹1,65,000 | 3,000 ₹1,80,000 | 3,000 ₹1,80,000 | 2,550 ₹1,53,000 | 3,000 ₹1,80,000 | 3,300 ₹1,98,000 |
| 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 with earth around, in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed. | 100 | Each | 850 ₹85,000 | 730 ₹73,000 Lowest | 950 ₹95,000 | 800 ₹80,000 | 850 ₹85,000 | 950 ₹95,000 | 850 ₹85,000 | 950 ₹95,000 | 900 ₹90,000 |
| 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. | 21.6 | Cum | 320 ₹6,912 Lowest | 450 ₹9,720 | 355 ₹7,668 | 360 ₹7,776 | 330 ₹7,128 | 330 ₹7,128 | 350 ₹7,560 | 380 ₹8,208 | 350 ₹7,560 |
| 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 as directed. | 20 | Cum | 3,000 ₹60,000 | 2,500 ₹50,000 Lowest | 3,200 ₹64,000 | 3,000 ₹60,000 | 3,200 ₹64,000 | 3,000 ₹60,000 | 3,000 ₹60,000 | 3,200 ₹64,000 | 3,300 ₹66,000 |
| 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 as directed. | 570 | Sqm | 950 ₹5,41,500 | 750 ₹4,27,500 Lowest | 1,100 ₹6,27,000 | 890 ₹5,07,300 | 980 ₹5,58,600 | 1,000 ₹5,70,000 | 980 ₹5,58,600 | 1,010 ₹5,75,700 | 1,020 ₹5,81,400 |
| 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 as directed. | 24.6 | Cum | 14,000 ₹3,44,400 | 12,000 ₹2,95,200 Lowest | 13,550 ₹3,33,330 | 13,000 ₹3,19,800 | 13,100 ₹3,22,260 | 12,950 ₹3,18,570 | 12,200 ₹3,00,120 | 13,500 ₹3,32,100 | 13,500 ₹3,32,100 |
| 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 all as specified and directed. | 520 | Sqm | 2,100 ₹10,92,000 Lowest | 2,100 ₹10,92,000 Lowest | 2,450 ₹12,74,000 | 2,300 ₹11,96,000 | 2,250 ₹11,70,000 | 2,200 ₹11,44,000 | 2,150 ₹11,18,000 | 2,350 ₹12,22,000 | 2,100 ₹10,92,000 Lowest |
| 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 | 240 ₹6,00,000 | 201 ₹5,02,500 Lowest | 240 ₹6,00,000 | 230 ₹5,75,000 | 230 ₹5,75,000 | 230 ₹5,75,000 | 220 ₹5,50,000 | 240 ₹6,00,000 | 215 ₹5,37,500 |
| 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 complete all as specified and as directed. | 100 | Sqm | 4,500 ₹4,50,000 | 3,500 ₹3,50,000 Lowest | 4,850 ₹4,85,000 | 5,000 ₹5,00,000 | 4,999 ₹4,99,900 | 4,910 ₹4,91,000 | 4,850 ₹4,85,000 | 4,800 ₹4,80,000 | 4,800 ₹4,80,000 |
| 10.00 | S&F mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed. | 40 | Kg | 190 ₹7,600 Lowest | 190 ₹7,600 Lowest | 205 ₹8,200 | 200 ₹8,000 | 210 ₹8,400 | 210 ₹8,400 | 210 ₹8,400 | 210 ₹8,400 | 220 ₹8,800 |
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
SPL REP TO CHEQUERED TILE AND PATHWAY ALONGWITH RAILING FROM BLDG NO P 142 TO COAST GUARD JUNCTION AND SPL REP TO COMPOUND WALL AND CHAIN LINK FENCING ALONGWITH VIEW CUTTER INCLUDING OTHER CONNECTED WORKS FROM BLDG NO P24 TO BLDG NO T77 A PANCHVATI
2026_MES_775015_1
8278/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
21 Sept 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. | 60 | 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 with earth around, in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed. | 100 | 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. | 21.6 | 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 as directed. | 20 | 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 as directed. | 570 | 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 as directed. | 24.6 | 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 all as specified and directed. | 520 | 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 complete all as specified and as directed. | 100 | Sqm | - | - |
| 10 | S&F mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed. | 40 | Kg | - | - |
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