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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.0 LAccepted-AOC | ₹43.0 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹45.3 L+₹2.2 L (5.20%)Rejected-Finance OPP MARUTI SERVICE CENTRE SARACHARMA POST SRI VIJAYA PURAM 744 105 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹45.3 L+₹2.2 L (5.20%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹45.3 L+₹2.3 L (5.28%)Rejected-Finance | ₹45.3 L+₹2.3 L (5.28%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹45.4 L+₹2.4 L (5.46%)Rejected-Finance | ₹45.4 L+₹2.4 L (5.46%) | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹46.1 L+₹3.1 L (7.09%)Rejected-Finance | ₹46.1 L+₹3.1 L (7.09%) | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | A PALANI L1 | M/S VISHAL CONSTRUCTION L3 | M/s Prem Enterprise L5 | R Janani Engineering Private Limited L6 | V KARTHICK L4 | M/s VMK Construction L8 | CARTWHEEL CONSTRUCTION L9 | LOOK UP ENTERPRISES L7 | M/s Ramesh Lal L2 | JD Construction L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc 30 cm deep and averaging 15 cm deep in any type of soil and getting out complete all as specified and directed | 930 | Sqm | 250 ₹2,32,500 | 230 ₹2,13,900 | 229 ₹2,12,970 | 200 ₹1,86,000 | 500 ₹4,65,000 | 125 ₹1,16,250 Lowest | 350 ₹3,25,500 | 250 ₹2,32,500 | 225 ₹2,09,250 | 220 ₹2,04,600 |
| 2.00 | Excavation in trenches n. exc 1.5m wide and exc 1.5m in depth but n. exc 3m 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 | 5 | Cum | 300 ₹1,500 | 350 ₹1,750 | 364 ₹1,820 | 400 ₹2,000 | 1,000 ₹5,000 | 250 ₹1,250 Lowest | 1,000 ₹5,000 | 380 ₹1,900 | 358 ₹1,790 | 2,800 ₹14,000 |
| 3.00 | 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 | 1 | Cum | 160 ₹160 | 200 ₹200 | 166 ₹166 | 140 ₹140 Lowest | 900 ₹900 | 150 ₹150 | 400 ₹400 | 210 ₹210 | 163 ₹163 | 320 ₹320 |
| 4.00 | 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 | 99 | Cum | 300 ₹29,700 | 500 ₹49,500 | 437 ₹43,263 | 300 ₹29,700 | 800 ₹79,200 | 150 ₹14,850 Lowest | 600 ₹59,400 | 400 ₹39,600 | 429 ₹42,471 | 350 ₹34,650 |
| 5.00 | M&L for hardcore of broken stone or boulders of gauge n. exc 63 mm deposited spread and levelled in layers n. exc 15 cm thick watered and rammed to a true surface | 139.5 | Cum | 3,500 ₹4,88,250 Lowest | 3,500 ₹4,88,250 Lowest | 3,745 ₹5,22,427.5 | 3,600 ₹5,02,200 | 5,500 ₹7,67,250 | 4,500 ₹6,27,750 | 3,500 ₹4,88,250 Lowest | 3,850 ₹5,37,075 | 3,679 ₹5,13,220.5 | 3,800 ₹5,30,100 |
| 6.00 | M&L for 100mm thick PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in path finish the top surfaces even and rough to receive top layer complete all as specified and directed | 930 | Sqm | 1,000 ₹9,30,000 | 980 ₹9,11,400 | 1,123 ₹10,44,390 | 1,200 ₹11,16,000 | 900 ₹8,37,000 Lowest | 1,200 ₹11,16,000 | 1,000 ₹9,30,000 | 1,240 ₹11,53,200 | 1,104 ₹10,26,720 | 1,100 ₹10,23,000 |
| 7.00 | M&L for 100mm thick PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) as in hardstanding/path laid in panels, finish the top surfaces even and fair complete including filling the joints with mastic compound all as specified and directed | 930 | Sqm | 1,400 ₹13,02,000 | 1,500 ₹13,95,000 | 1,477 ₹13,73,610 | 1,500 ₹13,95,000 | 950 ₹8,83,500 Lowest | 1,400 ₹13,02,000 | 1,400 ₹13,02,000 | 1,410 ₹13,11,300 | 1,451 ₹13,49,430 | 1,250 ₹11,62,500 |
| 8.00 | M&L for Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified | 930 | Sqm | 50 ₹46,500 Lowest | 200 ₹1,86,000 | 104 ₹96,720 | 100 ₹93,000 | 150 ₹1,39,500 | 250 ₹2,32,500 | 500 ₹4,65,000 | 120 ₹1,11,600 | 102 ₹94,860 | 300 ₹2,79,000 |
| 9.00 | M&L for PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in coping, edging including necessary form work complete all as specified | 0.2 | Cum | 14,000 ₹2,800 | 15,000 ₹3,000 | 15,394 ₹3,078.8 | 12,000 ₹2,400 Lowest | 13,000 ₹2,600 | 14,000 ₹2,800 | 14,500 ₹2,900 | 12,800 ₹2,560 | 15,123 ₹3,024.6 | 13,500 ₹2,700 |
| 10.00 | M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in surface channel or drain or benching in manhole including necessary formwork complete all as specified and directed | 4 | Cum | 12,000 ₹48,000 | 12,500 ₹50,000 | 12,482 ₹49,928 | 10,600 ₹42,400 Lowest | 12,500 ₹50,000 | 13,000 ₹52,000 | 12,000 ₹48,000 | 12,800 ₹51,200 | 12,262 ₹49,048 | 17,500 ₹70,000 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
23 Jul 2026, 6:00 pmClosed
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
PROVN OF HARDSTANDING WITH PCC FLOORING IN FRONT OF BLDG NO P-3 UNDER GE HADDO, SRI VIJAYA PURAM
2026_MES_776369_1
8264/E8
Open Tender
Civil Works
Item Rate
180 days
GE Haddo Sri Vijaya Puram
Class D and Category a(i)
9 documents required · 9 mandatory
₹500
GE Haddo
₹87,000
Yes
21 Sept 2026
3 Jul 2026
25 Jul 2026
3 Jul 2026
23 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n. exc 30 cm deep and averaging 15 cm deep in any type of soil and getting out complete all as specified and directed | 930 | Sqm | - | - |
| 2 | Excavation in trenches n. exc 1.5m wide and exc 1.5m in depth but n. exc 3m 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 | 5 | Cum | - | - |
| 3 | 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 | 1 | Cum | - | - |
| 4 | 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 | 99 | Cum | - | - |
| 5 | M&L for hardcore of broken stone or boulders of gauge n. exc 63 mm deposited spread and levelled in layers n. exc 15 cm thick watered and rammed to a true surface | 139.5 | Cum | - | - |
| 6 | M&L for 100mm thick PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in path finish the top surfaces even and rough to receive top layer complete all as specified and directed | 930 | Sqm | - | - |
| 7 | M&L for 100mm thick PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) as in hardstanding/path laid in panels, finish the top surfaces even and fair complete including filling the joints with mastic compound all as specified and directed | 930 | Sqm | - | - |
| 8 | M&L for Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified | 930 | Sqm | - | - |
| 9 | M&L for PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in coping, edging including necessary form work complete all as specified | 0.2 | Cum | - | - |
| 10 | M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in surface channel or drain or benching in manhole including necessary formwork complete all as specified and directed | 4 | Cum | - | - |
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