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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.6 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹49.6 L+₹2.3 L (4.81%)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 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹49.8 L+₹2.5 L (5.29%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹50.5 L+₹3.2 L (6.74%)Rejected-Finance NEAR OLD CCS JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹51.0 L+₹3.7 L (7.87%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/S VISHAL CONSTRUCTION L5 | M/s K Moorthi L3 | M/s Ramesh Lal L6 | Bismi Builders & Enterprises L1 | CARTWHEEL CONSTRUCTION L7 | SKV Engineering L4 | ABR Construction L8 | JD Construction L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc not exceeding 10 sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and as directed. | 48 | Cum | 1,766 ₹84,768 | 1,730 ₹83,040 | 1,750 ₹84,000 | 1,650 ₹79,200 | 1,600 ₹76,800 Lowest | 1,700 ₹81,600 | 1,810 ₹86,880 | 1,700 ₹81,600 |
| 2.00 | M&L Plain cement concrete (PCC) type D2 1:4:8 (using 40 mm graded aggregate) in foundation, filling and mass concrete complete all as specified and as directed. | 4.21 | Cum | 9,100 ₹38,311 | 8,900 ₹37,469 | 8,990 ₹37,847.9 | 8,500 ₹35,785 Lowest | 8,800 ₹37,048 | 8,823 ₹37,144.83 | 9,310 ₹39,195.1 | 8,800 ₹37,048 |
| 3.00 | M&L for design mix renforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in foundation incl raft footing, foundation beams,plinth beams,bases for columns, cantilevers, bressummers etc complete all as specified and as directed. | 24 | Cum | 13,917 ₹3,34,008 | 13,600 ₹3,26,400 | 13,750 ₹3,30,000 | 13,000 ₹3,12,000 Lowest | 14,000 ₹3,36,000 | 13,493 ₹3,23,832 | 14,240 ₹3,41,760 | 14,000 ₹3,36,000 |
| 4.00 | M&L for design mix renforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in Columns,pillars,piers,posts and struts etc complete all as specified and as directed. | 7.8 | Cum | 13,917 ₹1,08,552.6 | 13,600 ₹1,06,080 | 13,750 ₹1,07,250 | 13,000 ₹1,01,400 Lowest | 13,500 ₹1,05,300 | 13,493 ₹1,05,245.4 | 14,240 ₹1,11,072 | 13,500 ₹1,05,300 |
| 5.00 | M&L for rough finished flat formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed. | 142 | Sqm | 428 ₹60,776 | 420 ₹59,640 | 420 ₹59,640 | 400 ₹56,800 Lowest | 550 ₹78,100 | 415 ₹58,930 | 440 ₹62,480 | 450 ₹63,900 |
| 6.00 | M&L for fair finished square, rectangular or polygonal formwork to sides of pillars, posts, struts, piers, columns and stanchions flat on plan complete all as specified and as directed. | 108 | Sqm | 749 ₹80,892 | 730 ₹78,840 | 740 ₹79,920 | 700 ₹75,600 Lowest | 750 ₹81,000 | 727 ₹78,516 | 770 ₹83,160 | 750 ₹81,000 |
| 7.00 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 2,150 | Kg | 118 ₹2,53,700 | 120 ₹2,58,000 | 128 ₹2,75,200 | 110 ₹2,36,500 Lowest | 135 ₹2,90,250 | 135 ₹2,90,250 | 132 ₹2,83,800 | 120 ₹2,58,000 |
| 8.00 | M&L for mild steel TMT bars 6 to 8 mm dia , cut to length, bent to shape required, including cranking, ties for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 1,080 | Kg | 118 ₹1,27,440 | 120 ₹1,29,600 | 128 ₹1,38,240 | 110 ₹1,18,800 Lowest | 125 ₹1,35,000 | 135 ₹1,45,800 | 132 ₹1,42,560 | 120 ₹1,29,600 |
| 9.00 | Mild steel TMT bars 5mm dia and up to 10mm dia as in stirrups, cut to length, bent to shape requiried, including brancking, bending spirally hooping for columns, hooking ends and binding with mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed. | 64 | Kg | 123 ₹7,872 | 120 ₹7,680 | 128 ₹8,192 | 115 ₹7,360 Lowest | 135 ₹8,640 | 135 ₹8,640 | 132 ₹8,448 | 120 ₹7,680 |
| 10.00 | M&L Precast cement concrete block masonry exc. 10 cm width with solid block C1 (1:3:6) (using 20 mm graded stone aggregate) and setting in cement mortar (1:6) complete all as specified and as directed. | 62 | Cum | 11,776 ₹7,30,112 | 11,510 ₹7,13,620 | 11,640 ₹7,21,680 | 11,000 ₹6,82,000 Lowest | 12,500 ₹7,75,000 | 11,417 ₹7,07,854 | 12,050 ₹7,47,100 | 11,500 ₹7,13,000 |
Tender Value
₹46.8 L
EMD Value
₹93,600
Closing Date
18 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
SPECIAL REPAIR TO COMPOUND WALL (P-146) OF MES COLONY AND PROVISION OF SECURITY WALL BETWEEN SHIP SUPPORT COMPLEX AND OTHER SANCTIONED WORKS UNDER GE HADDO, SRI VIJAYA PURAM
2026_MES_786915_1
8250/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
₹93,600
Yes
24 Oct 2026
29 Aug 2026
21 Sept 2026
29 Aug 2026
18 Sept 2026
12 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc not exceeding 10 sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and as directed. | 48 | Cum | - | - |
| 2 | M&L Plain cement concrete (PCC) type D2 1:4:8 (using 40 mm graded aggregate) in foundation, filling and mass concrete complete all as specified and as directed. | 4.21 | Cum | - | - |
| 3 | M&L for design mix renforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in foundation incl raft footing, foundation beams,plinth beams,bases for columns, cantilevers, bressummers etc complete all as specified and as directed. | 24 | Cum | - | - |
| 4 | M&L for design mix renforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in Columns,pillars,piers,posts and struts etc complete all as specified and as directed. | 7.8 | Cum | - | - |
| 5 | M&L for rough finished flat formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed. | 142 | Sqm | - | - |
| 6 | M&L for fair finished square, rectangular or polygonal formwork to sides of pillars, posts, struts, piers, columns and stanchions flat on plan complete all as specified and as directed. | 108 | Sqm | - | - |
| 7 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 2,150 | Kg | - | - |
| 8 | M&L for mild steel TMT bars 6 to 8 mm dia , cut to length, bent to shape required, including cranking, ties for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 1,080 | Kg | - | - |
| 9 | Mild steel TMT bars 5mm dia and up to 10mm dia as in stirrups, cut to length, bent to shape requiried, including brancking, bending spirally hooping for columns, hooking ends and binding with mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed. | 64 | Kg | - | - |
| 10 | M&L Precast cement concrete block masonry exc. 10 cm width with solid block C1 (1:3:6) (using 20 mm graded stone aggregate) and setting in cement mortar (1:6) complete all as specified and as directed. | 62 | Cum | - | - |
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