Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.7 LAccepted-AOC | ₹89.7 L | L1 | Accepted-AOC Being Lowest Vendor |
| 2 | L2₹95.9 L+₹6.2 L (6.90%)Rejected-Finance | ₹95.9 L+₹6.2 L (6.90%) | L2 | Rejected-Finance Being not L1 |
| 3 | L3₹1.0 Cr+₹11.6 L (13.0%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | ₹1.0 Cr+₹11.6 L (13.0%) | L3 | Rejected-Finance Being not L1 |
| 4 | L4₹1.3 Cr+₹39.4 L (43.9%)Rejected-Finance | ₹1.3 Cr+₹39.4 L (43.9%) | L4 | Rejected-Finance Being not L1 |
| 5 | L5₹1.4 Cr+₹50.5 L (56.3%)Rejected-Finance MIG 330 MADHAVADHARA VUDA COLONY VISAKHAPATNAM 530 018 | VISAKHAPATANAM | ANDHRA PRADESH | 530018 | ₹1.4 Cr+₹50.5 L (56.3%) | L5 | Rejected-Finance Being not L1 |
| Sl No | Description | Qty | Unit | D P R ASSOCIATES L7 | aswitha engineering works L1 | M/s.DSRK CONSTRUCTIONS L5 | Sri Surya Enterprises L8 | srisampathassociates L10 | S A R CONSTRUCTIONS L6 | D NARAYANA REDDY CONSTRUCTIONS L11 | UNIVERSAL ENTERPRISES L9 | SPAAN Infratech L2 | S R CONSTRUCTIONS L4 | sai ganesh enterprises L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of reinforced cement concrete in any position and removal of rubbish outside Dockyard premises complete all as specified and directed. | 270 | CuM | 1,510 ₹4,07,700 | 1,524.07 ₹4,11,499.29 | 1,499 ₹4,04,730 | 1,700 ₹4,59,000 | 1,900 ₹5,13,000 | 1,510 ₹4,07,700 | 1,400 ₹3,78,000 | 2,000 ₹5,40,000 | 800 ₹2,16,000 Lowest | 1,500 ₹4,05,000 | 800 ₹2,16,000 Lowest |
| 2.00 | M&L for Reinforced cement concrete (design mix M-40 grade using 20mm graded aggregate) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like including necessary formwork and providing arragement of lifting the cover slabs with mechanical equipment in specified location (working hour to be restricted as per site condition) and as specified and directed. | 270 | CuM | 11,000 ₹29,70,000 | 11,785.71 ₹31,82,142.86 | 10,999 ₹29,69,730 | 11,999 ₹32,39,730 | 9,500 ₹25,65,000 | 9,998 ₹26,99,460 | 12,000 ₹32,40,000 | 16,500 ₹44,55,000 | 9,000 ₹24,30,000 | 12,000 ₹32,40,000 | 6,800 ₹18,36,000 Lowest |
| 3.00 | Supply only 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. | 62,100 | Kg | 108 ₹67,06,800 | 59 ₹36,63,900 Lowest | 107 ₹66,44,700 | 111 ₹68,93,100 | 138 ₹85,69,800 | 110 ₹68,31,000 | 119 ₹73,89,900 | 95 ₹58,99,500 | 80 ₹49,68,000 | 100 ₹62,10,000 | 90 ₹55,89,000 |
| 4.00 | M&L for patch repair in concrete surfaces of depth more than 20mm with shrinkage controlled polymer modified fibre reinforced cementitious patch repair mortar chemical make as approved by GE having a compressive strength of 45 Mpa over a coat of Nitobond SBR or make as approved by GE on the base surfaces including taking out the old loose concrete complete all as specified and directed.
Make : Renderoc SP40 of Fosroc or make as approved by GE. | 40.8 | CuM | 48,999 ₹19,99,159.2 | 46,428.57 ₹18,94,285.71 | 46,999 ₹19,17,559.2 | 38,999 ₹15,91,159.2 Lowest | 46,999 ₹19,17,559.2 | 48,100 ₹19,62,480 | 47,000 ₹19,17,600 | 65,000 ₹26,52,000 | 43,000 ₹17,54,400 | 40,000 ₹16,32,000 | 42,500 ₹17,34,000 |
| 5.00 | Dismantling structural steel work of any description complete all as specified and directed. | 220 | Qtl | 1,010 ₹2,22,200 | 445.43 ₹97,994.29 | 1,199 ₹2,63,780 | 999 ₹2,19,780 | 1,050 ₹2,31,000 | 1,210 ₹2,66,200 | 889 ₹1,95,580 | 400 ₹88,000 | 400 ₹88,000 | 800 ₹1,76,000 | 200 ₹44,000 Lowest |
| 6.00 | S & F structural steel framed work such as angle, channel, I beams, etc cut to shape, including bending and welding angles as necessary confirming to Fe-290, Gde E-165 as in supporting structure of duct covers, platforms (0 to -3m level) and capstan, ladders framed balusters, walk ways, railings, nosing angle and similar works; including making good the disturbed portion of concrete surfaces with 1:1 1/2 :3 type A0 using 12.5mm stone aggregate complete all specified and directed. | 10,500 | Kg | 165 ₹17,32,500 | 57.71 ₹6,06,000 Lowest | 158 ₹16,59,000 | 148 ₹15,54,000 | 110 ₹11,55,000 | 162 ₹17,01,000 | 179 ₹18,79,500 | 105 ₹11,02,500 | 80 ₹8,40,000 | 130 ₹13,65,000 | 108 ₹11,34,000 |
| 7.00 | S&F for rolled mild steel plain or chequred plates confirming to Fe-290, Gde E-165 welded, riveted, bolted attachment to supporting structure of capstan, duct covers, valve pit access platform and working in a confined area including making good the disturbed portion of concrete surfaces with 1:1 1/2 :3 type A0 using 12.5mm stone aggregate complete all as specified and directed. | 11,500 | Kg | 152 ₹17,48,000 | 65.26 ₹7,50,457.14 Lowest | 154 ₹17,71,000 | 170 ₹19,55,000 | 111 ₹12,76,500 | 162 ₹18,63,000 | 159 ₹18,28,500 | 115 ₹13,22,500 | 80 ₹9,20,000 | 130 ₹14,95,000 | 105 ₹12,07,500 |
| 8.00 | M&L for preparation of new steel surfaces and applying two coats of chlorinated rubber paint over a coat of zinc chrome primer complete all as specified and directed. | 440 | SqM | 150 ₹66,000 | 100.93 ₹44,408.57 Lowest | 165 ₹72,600 | 120 ₹52,800 | 150 ₹66,000 | 165 ₹72,600 | 130 ₹57,200 | 150 ₹66,000 | 120 ₹52,800 | 150 ₹66,000 | 120 ₹52,800 |
Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
6 May 2026, 6:30 pmClosed
GE (I) DM Visakhapatnam
GE (I) DM Visakhapatnam
STRUCTURAL REPAIRS TO RCC DUCT COVERS OF SLIPWAY AT NAVAL DOCKYARD VISAKHAPATNAM UNDER GE (I) DM VISAKHAPATNAM
2026_MES_759389_1
8522/C/E8
Open Tender
Civil Works
Item Rate
270 days
Naval Dockyard Visakhapatnam
As per tender document
8 documents required · 8 mandatory
₹1,000
GE (I) DM Visakhapatnam
₹2.2 L
Yes
13 Aug 2026
8 Apr 2026
8 May 2026
8 Apr 2026
6 May 2026
29 Apr 2026
9 Apr 2026 - 27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Demolition of reinforced cement concrete in any position and removal of rubbish outside Dockyard premises complete all as specified and directed. | - | CuM | - | - |
| - | M&L for Reinforced cement concrete (design mix M-40 grade using 20mm graded aggregate) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like including necessary formwork and providing arragement of lifting the cover slabs with mechanical equipment in specified location (working hour to be restricted as per site condition) and as specified and directed. | - | CuM | - | - |
| - | Supply only 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. | - | Kg | - | - |
| - | M&L for patch repair in concrete surfaces of depth more than 20mm with shrinkage controlled polymer modified fibre reinforced cementitious patch repair mortar chemical make as approved by GE having a compressive strength of 45 Mpa over a coat of Nitobond SBR or make as approved by GE on the base surfaces including taking out the old loose concrete complete all as specified and directed.
Make : Renderoc SP40 of Fosroc or make as approved by GE. | - | CuM | - | - |
| - | Dismantling structural steel work of any description complete all as specified and directed. | - | Qtl | - | - |
| - | S & F structural steel framed work such as angle, channel, I beams, etc cut to shape, including bending and welding angles as necessary confirming to Fe-290, Gde E-165 as in supporting structure of duct covers, platforms (0 to -3m level) and capstan, ladders framed balusters, walk ways, railings, nosing angle and similar works; including making good the disturbed portion of concrete surfaces with 1:1 1/2 :3 type A0 using 12.5mm stone aggregate complete all specified and directed. | - | Kg | - | - |
| - | S&F for rolled mild steel plain or chequred plates confirming to Fe-290, Gde E-165 welded, riveted, bolted attachment to supporting structure of capstan, duct covers, valve pit access platform and working in a confined area including making good the disturbed portion of concrete surfaces with 1:1 1/2 :3 type A0 using 12.5mm stone aggregate complete all as specified and directed. | - | Kg | - | - |
| - | M&L for preparation of new steel surfaces and applying two coats of chlorinated rubber paint over a coat of zinc chrome primer complete all as specified and directed. | - | SqM | - | - |
stage.html
html • 0.08 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.39 MB
8522Tender.pdf
Tender Documents • 1.25 MB
BOQ_850582.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .