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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.8 LAccepted-AOC DAIRY FARM JUNCTION VIJAY BAUGH ROAD SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹51.4 L+₹1.4 L (2.83%)Rejected-Finance OLD PAHARGAON POLY TECHNIC ROAD DOLLYGUNJ SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹55.0 L+₹5.1 L (10.2%)Rejected-Finance NEAR OLD CCS JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹55.1 L+₹5.1 L (10.3%)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 | L4 | Rejected-Finance Not Being L1 | |
| 5 | L5₹56.1 L+₹6.1 L (12.2%)Rejected-Finance | L5 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | Sree Tirumala Enterprises L1 | LOOK UP ENTERPRISES L2 | JD Construction L4 | M/s Ramesh Lal L7 | CARTWHEEL CONSTRUCTION L6 | SKV Engineering L3 | RS ENGINEERING WORK L8 | M/s Prem Enterprise L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of reinforced cement concrete of any description (reinforcement cut as required to facilitate demoltion) and in any position not otherwise specifically provided for complete all as specified and directed | 5 | Cum | 1,200 ₹6,000 Lowest | 1,220 ₹6,100 | 1,520 ₹7,600 | 1,600 ₹8,000 | 1,490 ₹7,450 | 1,450 ₹7,250 | 1,400 ₹7,000 | 1,550 ₹7,750 |
| 2.00 | M&L for Design mix RCC M-30 (using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed | 10 | Cum | 16,000 ₹1,60,000 Lowest | 16,100 ₹1,61,000 | 18,250 ₹1,82,500 | 18,200 ₹1,82,000 | 18,500 ₹1,85,000 | 16,500 ₹1,65,000 | 17,500 ₹1,75,000 | 18,600 ₹1,86,000 |
| 3.00 | M&L for form work to faces of walls retaining walls, abutments, parapets, drain walls and like for flat rough finishesd surface all as specified | 120 | Sqm | 430 ₹51,600 Lowest | 450 ₹54,000 | 530 ₹63,600 | 540 ₹64,800 | 525 ₹63,000 | 485 ₹58,200 | 550 ₹66,000 | 540 ₹64,800 |
| 4.00 | 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 | 1,000 | Kg | 140 ₹1,40,000 Lowest | 144 ₹1,44,000 | 155 ₹1,55,000 | 145 ₹1,45,000 | 155 ₹1,55,000 | 180 ₹1,80,000 | 215 ₹2,15,000 | 160 ₹1,60,000 |
| 5.00 | M&L for precast cement concrete block masonary with solid blcoks using PCC 1:3:6, type C1(using 20mm graded stone aggregate) exc 10cm in width, set in CM 1:4 all as spcefied and directed by engineer in charge | 63 | Cum | 14,100 ₹8,88,300 Lowest | 14,150 ₹8,91,450 | 15,200 ₹9,57,600 | 15,250 ₹9,60,750 | 15,100 ₹9,51,300 | 15,200 ₹9,57,600 | 14,800 ₹9,32,400 | 15,490 ₹9,75,870 |
| 6.00 | M&L for 10 mm thick plaster in CM 1:4 on fair face of concrete surface or brick walls finished even and fair without using extra cement complete all as specified and as directed | 595 | Sqm | 430 ₹2,55,850 Lowest | 435 ₹2,58,825 | 460 ₹2,73,700 | 450 ₹2,67,750 | 455 ₹2,70,725 | 495 ₹2,94,525 | 550 ₹3,27,250 | 470 ₹2,79,650 |
| 7.00 | M&L for preparing newly plastered wall surface and applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, alkali and fungal resistance, dirt resistance exterior paint of required shade (company depot tinted) with silicon additives @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm over new surfaces complete all as specified and directed | 460 | Sqm | 190 ₹87,400 Lowest | 199 ₹91,540 | 220 ₹1,01,200 | 225 ₹1,03,500 | 240 ₹1,10,400 | 245 ₹1,12,700 | 245 ₹1,12,700 | 220 ₹1,01,200 |
| 8.00 | 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 | 150 | Cum | 520 ₹78,000 | 500 ₹75,000 Lowest | 680 ₹1,02,000 | 750 ₹1,12,500 | 730 ₹1,09,500 | 565 ₹84,750 | 600 ₹90,000 | 690 ₹1,03,500 |
| 9.00 | 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 | 124 | Cum | 250 ₹31,000 | 265 ₹32,860 | 240 ₹29,760 Lowest | 300 ₹37,200 | 265 ₹32,860 | 300 ₹37,200 | 350 ₹43,400 | 240 ₹29,760 Lowest |
| 10.00 | M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete complete all as specified and as directed | 21 | Cum | 11,500 ₹2,41,500 Lowest | 11,650 ₹2,44,650 | 12,200 ₹2,56,200 | 12,500 ₹2,62,500 | 12,380 ₹2,59,980 | 11,500 ₹2,41,500 Lowest | 13,500 ₹2,83,500 | 12,430 ₹2,61,030 |
Tender Value
₹48.3 L
EMD Value
₹97,000
Closing Date
20 May 2026, 6:00 pmClosed
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
PROVN OF DRAIN ADDITION ALTERATION TO RETAINING WALL BEHIND BLDG NO P236 AT MO ADDN ALTN TO RAILING AND FENCING AT CERTAIN LOCATION NEAR BLDG NO P1 AT NAVY PARK UNDER GE HADDO SRI VIJAYA PURAM
2026_MES_762756_1
8260/E8
Open Tender
Civil Works
Works
180 days
GE Haddo Sri Vijaya Puram
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Haddo
₹97,000
Yes
13 Jul 2026
29 Apr 2026
27 May 2026
29 Apr 2026
20 May 2026
13 May 2026
30 Apr 2026 - 2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of reinforced cement concrete of any description (reinforcement cut as required to facilitate demoltion) and in any position not otherwise specifically provided for complete all as specified and directed | 5 | Cum | - | - |
| 2 | M&L for Design mix RCC M-30 (using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed | 10 | Cum | - | - |
| 3 | M&L for form work to faces of walls retaining walls, abutments, parapets, drain walls and like for flat rough finishesd surface all as specified | 120 | Sqm | - | - |
| 4 | 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 | 1,000 | Kg | - | - |
| 5 | M&L for precast cement concrete block masonary with solid blcoks using PCC 1:3:6, type C1(using 20mm graded stone aggregate) exc 10cm in width, set in CM 1:4 all as spcefied and directed by engineer in charge | 63 | Cum | - | - |
| 6 | M&L for 10 mm thick plaster in CM 1:4 on fair face of concrete surface or brick walls finished even and fair without using extra cement complete all as specified and as directed | 595 | Sqm | - | - |
| 7 | M&L for preparing newly plastered wall surface and applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, alkali and fungal resistance, dirt resistance exterior paint of required shade (company depot tinted) with silicon additives @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm over new surfaces complete all as specified and directed | 460 | Sqm | - | - |
| 8 | 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 | 150 | Cum | - | - |
| 9 | 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 | 124 | Cum | - | - |
| 10 | M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete complete all as specified and as directed | 21 | Cum | - | - |
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