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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹38.3 L+₹6.5 L (20.3%)Admitted-Finance NO 24 54 21 5 LIG 408 VUDA COLONY VINAYAKA NAGAR GAJUWAKA VISAKHAPATNAM 530026 | VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | L2 | Admitted-Finance | |
| 3 | L3₹38.5 L+₹6.7 L (20.9%)Admitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | L3 | Admitted-Finance | |
| 4 | L4₹39.2 L+₹7.4 L (23.2%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹39.9 L+₹8.1 L (25.4%)Admitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAJASYAMALA INFRA PROJECTS L1 | P SRINIVASA RAO L6 | venkata sai constructions L7 | RAGHU RAMA PANDA L5 | M/S EAST COAST ENTERPRISES L8 | K & K CONSTRUCTIONS L2 | SRI SIMHADRI COMPANY L4 | sai ganesh enterprises L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00[SCHEDULE 'A' PART-I [B/R WORKS] | |||||||||||
| 1.01 | Excavating over areas, not exc 1.5M deep and getting out hard/dense soil complete all as specified and directed. | 18 | CuM | 465.6 ₹8,380.8 | 279 ₹5,022 | 225 ₹4,050 | 259 ₹4,662 | 150 ₹2,700 Lowest | 450 ₹8,100 | 369 ₹6,642 | 800 ₹14,400 |
| 1.02 | Excavating over areas, exc 1.5M but in exc 3M deep and getting out hard/dense soil all as specified and directed. | 4 | CuM | 500 ₹2,000 | 369 ₹1,476 | 229 ₹916 | 277 ₹1,108 | 150 ₹600 Lowest | 480 ₹1,920 | 369 ₹1,476 | 1,000 ₹4,000 |
| 1.03 | M&L for PCC in foundations, plinth beams, filling and mass concrete type D2, 1:4:8 (40mm graded aggregate) all as specified and directed. | 243.56 | CuM | 3,370 ₹8,20,797.2 Lowest | 3,969 ₹9,66,689.64 | 4,646 ₹11,31,579.76 | 3,697 ₹9,00,441.32 | 5,500 ₹13,39,580 | 4,300 ₹10,47,308 | 4,500 ₹10,96,020 | 3,800 ₹9,25,528 |
| 1.04 | M&L for formwork flat or curved to sides of concrete foundations, footings, based of columns and plinth beams and similar work vertical or to batter complete all as specified and directed. | 30 | SqM | 500 ₹15,000 | 405 ₹12,150 | 445 ₹13,350 | 457 ₹13,710 | 500 ₹15,000 | 500 ₹15,000 | 250 ₹7,500 Lowest | 400 ₹12,000 |
| 1.05 | M&L for formwork to sides of square pillars, posts, struts, piers, columns and stanchions fiar finished complete all as specified and directed. | 12 | SqM | 500 ₹6,000 | 405 ₹4,860 | 449 ₹5,388 | 529 ₹6,348 | 600 ₹7,200 | 500 ₹6,000 | 240 ₹2,880 Lowest | 400 ₹4,800 |
| 1.06 | M&L for reinforced cement concrete M-30 (20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams, plinth beams, lintel beams, bases for columns etc., basement slabs, under reamed piles and mass concrete complete all as specified and directed. | 9 | CuM | 6,500 ₹58,500 | 7,749 ₹69,741 | 6,966 ₹62,694 | 7,999 ₹71,991 | 6,000 ₹54,000 Lowest | 9,500 ₹85,500 | 6,500 ₹58,500 | 7,500 ₹67,500 |
| 1.07 | M&L for reinforced cement concrete M-30 (20mm graded stone aggregate) in columns, pillars, piers, posts and struts complete all as specified and directed. | 2.5 | CuM | 6,500 ₹16,250 | 7,749 ₹19,372.5 | 7,099 ₹17,747.5 | 7,999 ₹19,997.5 | 5,500 ₹13,750 Lowest | 9,500 ₹23,750 | 6,500 ₹16,250 | 7,500 ₹18,750 |
| 1.08 | M&L for mild steel TMT bars 10mm dia and over cut to legth, 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. | 100 | Kg | 90 ₹9,000 | 99 ₹9,900 | 88 ₹8,800 | 97 ₹9,700 | 50 ₹5,000 Lowest | 90 ₹9,000 | 99 ₹9,900 | 90 ₹9,000 |
| 1.09 | M&L for mild steel TMT bars 5mm dia upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. | 50 | Kg | 90 ₹4,500 | 99 ₹4,950 | 89 ₹4,450 Lowest | 97 ₹4,850 | 90 ₹4,500 | 90 ₹4,500 | 98 ₹4,900 | 95 ₹4,750 |
Tender Value
₹52.9 L
EMD Value
₹1.0 L
Closing Date
31 Aug 2026, 6:00 pmClosed
GE (I) DM Visakhapatnam
GE (I) DM Visakhapatnam
PROVISION OF CHAIN LINK FENCING AND GATES AT SSP JETTY DEMOLITION OF PAINTEX STORE T-156 NEAR FLOTILLA SPORTS GROUND AND PROVISION OF PCC HARD STANDING AT CROSS LANE 3-4 AT AT NAVAL DOCKYARD VISAKHAPATNAM UNDER GE (I) DM VISAKHAPATNAM
2026_MES_780666_1
8553/C/E8
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
Naval Dockyard Visakhapatnam
As per tender document
8 documents required · 8 mandatory
₹1,000
GE (I) DM Visakhapatnam
₹1.0 L
Yes
2 Sept 2026
27 Jul 2026
2 Sept 2026
27 Jul 2026
31 Aug 2026
17 Aug 2026
28 Jul 2026 - 15 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1[SCHEDULE 'A' PART-I [B/R WORKS] | |||||
| 1.01 | Excavating over areas, not exc 1.5M deep and getting out hard/dense soil complete all as specified and directed. | 18 | CuM | - | - |
| 1.02 | Excavating over areas, exc 1.5M but in exc 3M deep and getting out hard/dense soil all as specified and directed. | 4 | CuM | - | - |
| 1.03 | M&L for PCC in foundations, plinth beams, filling and mass concrete type D2, 1:4:8 (40mm graded aggregate) all as specified and directed. | 243.56 | CuM | - | - |
| 1.04 | M&L for formwork flat or curved to sides of concrete foundations, footings, based of columns and plinth beams and similar work vertical or to batter complete all as specified and directed. | 30 | SqM | - | - |
| 1.05 | M&L for formwork to sides of square pillars, posts, struts, piers, columns and stanchions fiar finished complete all as specified and directed. | 12 | SqM | - | - |
| 1.06 | M&L for reinforced cement concrete M-30 (20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams, plinth beams, lintel beams, bases for columns etc., basement slabs, under reamed piles and mass concrete complete all as specified and directed. | 9 | CuM | - | - |
| 1.07 | M&L for reinforced cement concrete M-30 (20mm graded stone aggregate) in columns, pillars, piers, posts and struts complete all as specified and directed. | 2.5 | CuM | - | - |
| 1.08 | M&L for mild steel TMT bars 10mm dia and over cut to legth, 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. | 100 | Kg | - | - |
| 1.09 | M&L for mild steel TMT bars 5mm dia upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. | 50 | Kg | - | - |
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