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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.0 LAccepted-AOC | L1 | Accepted-AOC Being Lowest Vendor | |
| 2 | L2₹41.9 L+₹90,227 (2.20%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹45.4 L+₹4.4 L (10.8%)Rejected-Finance 3 42 MIG 192 SUJATHA NAGAR PENDURTHI MANDAL VISAKHAPATNAM 530051 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530051 | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹45.5 L+₹4.5 L (11.0%)Rejected-Finance | L4 | Rejected-Finance Not Being L1 | |
| 5 | L5₹46.8 L+₹5.9 L (14.4%)Rejected-Finance | L5 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | RAGHU RAMA PANDA L2 | P SRINIVASA RAO L8 | M/S SRI VENKATA BHAVANI CONSTRUCTIONS L7 | SRI DHANESWARI ENGINEERING WORKS L5 | BHASKARA INFRA L9 | M/s Sai Venkata Durga Constructions L4 | TANEESH CONSTRUCTIONS L3 | SPAAN Infratech L1 | sai ganesh enterprises L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for surface dressing not exc. 15cm deep and getting out hard/Dence soil and removal from site complete all as specified and directed. | 1,200 | SqM | 34 ₹40,800 | 36 ₹43,200 | 30 ₹36,000 | 14 ₹16,800 Lowest | 27 ₹32,400 | 36 ₹43,200 | 50 ₹60,000 | 35 ₹42,000 | 60 ₹72,000 |
| 2.00 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard/dense soil all as specified and directed. | 1,000 | SqM | 34 ₹34,000 | 54 ₹54,000 | 48 ₹48,000 | 24 ₹24,000 Lowest | 51 ₹51,000 | 40.5 ₹40,500 | 70 ₹70,000 | 50 ₹50,000 | 80 ₹80,000 |
| 3.00 | Excavating over areas, not exc 1.5M deep and getting out in hard/dense soil al as specified and directed. | 40 | CuM | 277 ₹11,080 | 252 ₹10,080 | 200 ₹8,000 Lowest | 280 ₹11,200 | 435 ₹17,400 | 315 ₹12,600 | 450 ₹18,000 | 500 ₹20,000 | 800 ₹32,000 |
| 4.00 | Removing excavated material exc. 1.50 KM but not exc 5KM and depositing where directed. | 140 | CuM | 133 ₹18,620 Lowest | 279 ₹39,060 | 145 ₹20,300 | 199 ₹27,860 | 420 ₹58,800 | 225 ₹31,500 | 700 ₹98,000 | 300 ₹42,000 | 600 ₹84,000 |
| 5.00 | M&L for hardcore of gauge not exc. 63mm of broken stone or boulders, deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed. | 280 | CuM | 1,159 ₹3,24,520 | 1,449 ₹4,05,720 | 1,950 ₹5,46,000 | 1,600 ₹4,48,000 | 2,070 ₹5,79,600 | 900 ₹2,52,000 Lowest | 900 ₹2,52,000 Lowest | 1,400 ₹3,92,000 | 1,000 ₹2,80,000 |
| 6.00 | M&L for PCC 1:4:8 type D-2 (Using 40mm graded stone aggregate) as in foundation and mass concrete including column foundation, under floor and posts complete all as specified and directed. | 128 | CuM | 3,049 ₹3,90,272 Lowest | 3,699 ₹4,73,472 | 5,000 ₹6,40,000 | 4,000 ₹5,12,000 | 5,500 ₹7,04,000 | 3,600 ₹4,60,800 | 3,500 ₹4,48,000 | 4,500 ₹5,76,000 | 4,500 ₹5,76,000 |
| 7.00 | M&L for M-30 (20mm graded aggregate) using approved Ready Mix Concrete design mix use as foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs,floor, under-reamed piles and mass concrete complete all as specified and as directed. | 180 | CuM | 6,199 ₹11,15,820 Lowest | 7,479 ₹13,46,220 | 8,500 ₹15,30,000 | 6,500 ₹11,70,000 | 8,500 ₹15,30,000 | 6,660 ₹11,98,800 | 7,000 ₹12,60,000 | 6,500 ₹11,70,000 | 7,250 ₹13,05,000 |
| 8.00 | M&L for cement concrete work in pavement/hardstanding of flexural strength 40 Kg/per square centimetre in field using 400 Kg of cement per cubic metre, thickness of concrete 25cm or less complete all as specified and directed. | 100 | CuM | 6,199 ₹6,19,900 | 8,559 ₹8,55,900 | 8,500 ₹8,50,000 | 7,500 ₹7,50,000 | 7,000 ₹7,00,000 | 7,650 ₹7,65,000 | 7,000 ₹7,00,000 | 4,600 ₹4,60,000 Lowest | 6,500 ₹6,50,000 |
| 9.00 | M&L for pre cast cement concrete type 1:3:6, type C1 (20mm graded stone aggregate) block masonry with solid blocks exc 10cm in width and setting in cement mortar 1:4 complete all as specified and directed. | 48 | CuM | 5,479 ₹2,62,992 | 8,199 ₹3,93,552 | 6,500 ₹3,12,000 | 5,000 ₹2,40,000 Lowest | 8,500 ₹4,08,000 | 5,256 ₹2,52,288 | 6,500 ₹3,12,000 | 5,500 ₹2,64,000 | 7,500 ₹3,60,000 |
| 10.00 | Providing, cement concrete type B0, 1:2:4 (using 12.5mm graded stone aggregate) as in copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, all as specified and directed. | 1 | CuM | 5,299 ₹5,299 Lowest | 5,499 ₹5,499 | 8,000 ₹8,000 | 7,500 ₹7,500 | 9,300 ₹9,300 | 9,123 ₹9,123 | 6,500 ₹6,500 | 6,000 ₹6,000 | 5,850 ₹5,850 |
Tender Value
₹64.3 L
EMD Value
₹1.2 L
Closing Date
23 Jan 2025, 6:00 pmClosed
GE (I) DM, Visakhapatnam
GE (I) DM, Visakhapatnam
PROVISION OF HARDSTANDING AT INCINERATOR AND DAS AT NAVAL DOCKYARD, VISAHAPATNAM UNDER GE (I) DM, VISAKHAPATNAM
2024_MES_690481_1
8220/E8
Open Tender
Civil Works
Item Rate
180 days
Naval Dockyard Visakhapatnam
As per tender documents
8 documents required · 8 mandatory
₹1,000
GE (I) DM, Visakhapatnam
₹1.2 L
Yes
30 Sept 2026
26 Dec 2024
25 Jan 2025
26 Dec 2024
23 Jan 2025
16 Jan 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for surface dressing not exc. 15cm deep and getting out hard/Dence soil and removal from site complete all as specified and directed. | 1,200 | SqM | - | - |
| 2 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard/dense soil all as specified and directed. | 1,000 | SqM | - | - |
| 3 | Excavating over areas, not exc 1.5M deep and getting out in hard/dense soil al as specified and directed. | 40 | CuM | - | - |
| 4 | Removing excavated material exc. 1.50 KM but not exc 5KM and depositing where directed. | 140 | CuM | - | - |
| 5 | M&L for hardcore of gauge not exc. 63mm of broken stone or boulders, deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed. | 280 | CuM | - | - |
| 6 | M&L for PCC 1:4:8 type D-2 (Using 40mm graded stone aggregate) as in foundation and mass concrete including column foundation, under floor and posts complete all as specified and directed. | 128 | CuM | - | - |
| 7 | M&L for M-30 (20mm graded aggregate) using approved Ready Mix Concrete design mix use as foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs,floor, under-reamed piles and mass concrete complete all as specified and as directed. | 180 | CuM | - | - |
| 8 | M&L for cement concrete work in pavement/hardstanding of flexural strength 40 Kg/per square centimetre in field using 400 Kg of cement per cubic metre, thickness of concrete 25cm or less complete all as specified and directed. | 100 | CuM | - | - |
| 9 | M&L for pre cast cement concrete type 1:3:6, type C1 (20mm graded stone aggregate) block masonry with solid blocks exc 10cm in width and setting in cement mortar 1:4 complete all as specified and directed. | 48 | CuM | - | - |
| 10 | Providing, cement concrete type B0, 1:2:4 (using 12.5mm graded stone aggregate) as in copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, all as specified and directed. | 1 | CuM | - | - |
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