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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₹31.5 LAdmitted-Finance NEAR KONAM GUEST HOUSE CO OPERATIVE COLONY CHODAVARAM VISAKHAPATNAM 531036 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 531036 | L1 | Admitted-Finance | |
| 2 | L2₹32.1 L+₹67,366.73 (2.14%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹33.3 L+₹1.8 L (5.70%)Admitted-Finance 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | L3 | Admitted-Finance | |
| 4 | L4₹35.5 L+₹4.0 L (12.7%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹36.8 L+₹5.4 L (17.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S N N INFRAS L6 | P SRINIVASA RAO L9 | GVR CONSTRUCTIONS L3 | prasad constructions L5 | N V S S K N SIVA PRASAD L7 | SINGH BUILDERS L1 | SREE VENKATA KAUSHIK CONSTRUCTIONS L2 | SREE HANUMAN ENTERPRISES L4 | sai ganesh enterprises L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of reinforced cement concrete concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. | 58.71 | CuM | 500 ₹29,355 | 999 ₹58,651.29 | 425 ₹24,951.75 | 799 ₹46,909.29 | 500 ₹29,355 | 354 ₹20,783.34 | 234 ₹13,738.14 Lowest | 1,000 ₹58,710 | 600 ₹35,226 |
| 2.00 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 using 12.5mm sotne aggregate as in beams, cantilevers, bressummers, lintels over 1.5M span complete all as specified and directed. | 37.25 | CuM | 6,000 ₹2,23,500 | 5,499 ₹2,04,837.75 | 5,100 ₹1,89,975 | 5,569 ₹2,07,445.25 | 6,200 ₹2,30,950 | 4,121 ₹1,53,507.25 Lowest | 4,500 ₹1,67,625 | 6,000 ₹2,23,500 | 6,000 ₹2,23,500 |
| 3.00 | Formwork to rough finished surfaces of concrete (flat) sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc., all as specified and directed. | 298 | SqM | 350 ₹1,04,300 | 405 ₹1,20,690 | 285 ₹84,930 | 457 ₹1,36,186 | 400 ₹1,19,200 | 241 ₹71,818 Lowest | 306 ₹91,188 | 350 ₹1,04,300 | 380 ₹1,13,240 |
| 4.00 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 using 12.5mm sotne aggregates as Columns, pillars, piers, posts and struts complete all as specified and directed. | 21.46 | CuM | 6,000 ₹1,28,760 | 5,499 ₹1,18,008.54 | 5,000 ₹1,07,300 | 5,569 ₹1,19,510.74 | 6,200 ₹1,33,052 | 4,544 ₹97,514.24 | 4,500 ₹96,570 Lowest | 6,500 ₹1,39,490 | 6,000 ₹1,28,760 |
| 5.00 | Form work for flat rough finish surface of concrete(square or rectangular or polygonal) for sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 286.08 | SqM | 350 ₹1,00,128 | 459 ₹1,31,310.72 | 275 ₹78,672 | 439 ₹1,25,589.12 | 400 ₹1,14,432 | 222 ₹63,509.76 Lowest | 360 ₹1,02,988.8 | 330 ₹94,406.4 | 400 ₹1,14,432 |
| 6.00 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 using 12.5mm sotne aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 35.76 | CuM | 6,000 ₹2,14,560 | 5,499 ₹1,96,644.24 | 5,000 ₹1,78,800 | 5,299 ₹1,89,492.24 | 6,200 ₹2,21,712 | 3,999 ₹1,43,004.24 Lowest | 4,500 ₹1,60,920 | 6,500 ₹2,32,440 | 5,800 ₹2,07,408 |
| 7.00 | Form work for flat rough finish surface of concrete(square or rectangular or polygonal) for Form work 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 specified and directed. | 143.04 | SqM | 350 ₹50,064 | 459 ₹65,655.36 | 275 ₹39,336 | 403 ₹57,645.12 | 400 ₹57,216 | 221 ₹31,611.84 Lowest | 333 ₹47,632.32 | 330 ₹47,203.2 | 350 ₹50,064 |
| 8.00 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends 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. | 6,452 | Kg | 95 ₹6,12,940 | 108 ₹6,96,816 | 90 ₹5,80,680 | 88 ₹5,67,776 | 90 ₹5,80,680 | 80 ₹5,16,160 Lowest | 81 ₹5,22,612 | 95 ₹6,12,940 | 90 ₹5,80,680 |
| 9.00 | Excavation in trenches not exceeding 1.5 M deep for foundation etc and getting out in soft / loose soil all as specified and directed. | 59.6 | CuM | 300 ₹17,880 | 279 ₹16,628.4 | 276 ₹16,449.6 | 259 ₹15,436.4 Lowest | 300 ₹17,880 | 666 ₹39,693.6 | 414 ₹24,674.4 | 500 ₹29,800 | 650 ₹38,740 |
| 10.00 | M&L for cement concrete type D2, 1:4:8 (40 mm graded aggregate) as in foundation, filling and mass concrete all as specified and directed. | 11.92 | CuM | 5,000 ₹59,600 | 3,699 ₹44,092.08 | 3,850 ₹45,892 | 3,697 ₹44,068.24 | 2,900 ₹34,568 Lowest | 3,399 ₹40,516.08 | 3,510 ₹41,839.2 | 5,000 ₹59,600 | 3,500 ₹41,720 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
24 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 (I) DM Visakhapatnam
GE (I) DM Visakhapatnam
REPAIR REPLACEMENT OF FENCING JALLY WALLS SECURITY WALLS AND MISC WORKS ETC AT AREA C AND D AT NAVAL DOCKYARD VISAKHAPATNAM UNDER GE(I) DM VISAKHAPATNAM
2026_MES_786627_1
8633/C/E8
Open Tender
Civil Works
Item Rate
270 days
Naval Dockyard Visakhapatnam
As per tender document
8 documents required · 8 mandatory
₹500
GE (I) DM Visakhapatnam
₹98,000
Yes
21 Oct 2026
27 Aug 2026
26 Sept 2026
27 Aug 2026
24 Sept 2026
10 Sept 2026
28 Aug 2026 - 8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of reinforced cement concrete concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. | 58.71 | CuM | - | - |
| 2 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 using 12.5mm sotne aggregate as in beams, cantilevers, bressummers, lintels over 1.5M span complete all as specified and directed. | 37.25 | CuM | - | - |
| 3 | Formwork to rough finished surfaces of concrete (flat) sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc., all as specified and directed. | 298 | SqM | - | - |
| 4 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 using 12.5mm sotne aggregates as Columns, pillars, piers, posts and struts complete all as specified and directed. | 21.46 | CuM | - | - |
| 5 | Form work for flat rough finish surface of concrete(square or rectangular or polygonal) for sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 286.08 | SqM | - | - |
| 6 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 using 12.5mm sotne aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 35.76 | CuM | - | - |
| 7 | Form work for flat rough finish surface of concrete(square or rectangular or polygonal) for Form work 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 specified and directed. | 143.04 | SqM | - | - |
| 8 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends 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. | 6,452 | Kg | - | - |
| 9 | Excavation in trenches not exceeding 1.5 M deep for foundation etc and getting out in soft / loose soil all as specified and directed. | 59.6 | CuM | - | - |
| 10 | M&L for cement concrete type D2, 1:4:8 (40 mm graded aggregate) as in foundation, filling and mass concrete all as specified and directed. | 11.92 | CuM | - | - |
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