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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.0 LAccepted-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | L1 | Accepted-AOC Being Lowest Vendor | |
| 2 | L2₹98.6 L+₹63,185.06 (0.64%)Rejected-Finance D NO 49 23 27 A FLAT NO 301 3RD FLOOR SRI SAI TIRUMAL ENCLAVE LALITHANAGAR VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹98.9 L+₹89,248.70 (0.91%)Rejected-Finance | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹99.8 L+₹1.8 L (1.85%)Rejected-Finance | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹99.8 L+₹1.8 L (1.86%)Rejected-Finance | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | aswitha engineering works L8 | G Srinivas Rao L2 | Sai Sri Constructions L4 | SATYAMEGHA ENGINEERS L5 | UNITY PROJEKTZ L10 | CREATIVE ENGINEERING WORKS L9 | SRI SIMHADRI COMPANY L6 | MERIDIAN CONSTRUCTIONS PRIVATE LIMITED L7 | sai ganesh enterprises L1 | S R CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete in ground floor and paving not exc 15cm thickness (Below or above ground level) including removal of debris 1km from the Dockyard permises complete all as specified and directed. | 494.85 | CuM | 1,833.33 ₹9,07,225 | 390.6 ₹1,93,288.41 | 400 ₹1,97,940 | 600 ₹2,96,910 | 950 ₹4,70,107.5 | 322 ₹1,59,341.7 Lowest | 369 ₹1,82,599.65 | 549 ₹2,71,672.65 | 1,000 ₹4,94,850 | 550 ₹2,72,167.5 |
| 2.00 | M&L for providing slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the M-25, (20mm graded aggregate) design mix complete all as specified and directed. | 494.85 | CuM | 7,083.33 ₹35,05,187.5 | 6,507 ₹32,19,988.95 | 5,750 ₹28,45,387.5 Lowest | 6,500 ₹32,16,525 | 9,000 ₹44,53,650 | 6,900 ₹34,14,465 | 6,699 ₹33,15,000.15 | 7,200 ₹35,62,920 | 6,500 ₹32,16,525 | 6,500 ₹32,16,525 |
| 3.00 | 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. | 38,500 | Kg | 83.33 ₹32,08,333.33 | 96.3 ₹37,07,550 | 80 ₹30,80,000 Lowest | 85 ₹32,72,500 | 135 ₹51,97,500 | 99 ₹38,11,500 | 85 ₹32,72,500 | 94.5 ₹36,38,250 | 85 ₹32,72,500 | 80 ₹30,80,000 Lowest |
| 4.00 | Demolition of cement concrete in ground floor and paving not exc 15cm thickness (Below or above ground level) including removal of debris up to 5km from the Dockyard permises all as specified and directed. | 329.9 | CuM | 1,200 ₹3,95,880 | 603 ₹1,98,929.7 | 500 ₹1,64,950 | 600 ₹1,97,940 | 700 ₹2,30,930 | 311 ₹1,02,598.9 Lowest | 369 ₹1,21,733.1 | 549 ₹1,81,115.1 | 1,000 ₹3,29,900 | 550 ₹1,81,445 |
| 5.00 | M&L for hardcore of gauge not exc. 63mm, deposited, spread and levelled in layers not exc. 10cm thick, watered and rammed to a true surface complete all as specified and directed. | 495 | CuM | 1,916.67 ₹9,48,750 | 810 ₹4,00,950 Lowest | 1,800 ₹8,91,000 | 1,050 ₹5,19,750 | 1,800 ₹8,91,000 | 3,211 ₹15,89,445 | 2,200 ₹10,89,000 | 999 ₹4,94,505 | 1,200 ₹5,94,000 | 1,400 ₹6,93,000 |
| 6.00 | M&L for cement concrete in foundations, plinth beams, filling and mass concrete type D-2 1:4:8 (40mm graded aggregate) all as specified and directed. | 329.9 | CuM | 5,000 ₹16,49,500 | 3,780 ₹12,47,022 | 4,950 ₹16,33,005 | 5,000 ₹16,49,500 | 7,000 ₹23,09,300 | 5,500 ₹18,14,450 | 3,800 ₹12,53,620 | 4,392 ₹14,48,920.8 | 3,500 ₹11,54,650 Lowest | 4,900 ₹16,16,510 |
| 7.00 | M&L for forming Contraction (Dummy) joints 30mm deep x 10mm wide, filled with sealing compound Grade ‘B’ complete all as specified and directed. | 130 | Per 10 RM | 541.67 ₹70,416.67 | 630 ₹81,900 | 1,500 ₹1,95,000 | 400 ₹52,000 Lowest | 500 ₹65,000 | 1,233 ₹1,60,290 | 450 ₹58,500 | 549 ₹71,370 | 500 ₹65,000 | 500 ₹65,000 |
| 8.00 | M&L for forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound grade 'B' for 150mm thick of concrete slab all specified and directed. | 50 | Per 10 RM | 600 ₹30,000 | 630 ₹31,500 | 2,000 ₹1,00,000 | 400 ₹20,000 Lowest | 650 ₹32,500 | 1,566 ₹78,300 | 850 ₹42,500 | 756 ₹37,800 | 500 ₹25,000 | 500 ₹25,000 |
| 9.00 | Taking down cement plaster on brick or concrete wall etc including racking out joint hacking for key, scrubbing down with water etc. complete all as specified and as directed. | 245.4 | SqM | 83.33 ₹20,450 | 45 ₹11,043 | 30 ₹7,362 Lowest | 50 ₹12,270 | 50 ₹12,270 | 65 ₹15,951 | 45 ₹11,043 | 54 ₹13,251.6 | 30 ₹7,362 Lowest | 30 ₹7,362 Lowest |
| 10.00 | M&L for rendering 15 mm thick plaster in CM (1:4) using SBR latex emulsion @ 4% by weight of cement on brick or concrete surfaces of walls the surfaces even and smooth without using extra cement complete all as specified and directed. | 245.4 | SqM | 275 ₹67,485 | 234 ₹57,423.6 Lowest | 400 ₹98,160 | 300 ₹73,620 | 320 ₹78,528 | 350 ₹85,890 | 299 ₹73,374.6 | 234 ₹57,423.6 Lowest | 300 ₹73,620 | 250 ₹61,350 |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
16 Jul 2026, 6:00 pmClosed
GE (I) DM Visakhapatnam
GE (I) DM Visakhapatnam
SPECIAL REPAIRS TO SUNKEN FLOOR OF GARAGE AND REPAIRS BAY AND CERTAIN CIVIL WORK AT NAVAL DOCKYARD VISAKHAPATNAM UNDER GE (I) DM VISAKHAPATNAM
2026_MES_771394_1
8551/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
23 Sept 2026
11 Jun 2026
18 Jul 2026
11 Jun 2026
16 Jul 2026
2 Jul 2026
12 Jun 2026 - 30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete in ground floor and paving not exc 15cm thickness (Below or above ground level) including removal of debris 1km from the Dockyard permises complete all as specified and directed. | 494.85 | CuM | - | - |
| 2 | M&L for providing slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the M-25, (20mm graded aggregate) design mix complete all as specified and directed. | 494.85 | CuM | - | - |
| 3 | 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. | 38,500 | Kg | - | - |
| 4 | Demolition of cement concrete in ground floor and paving not exc 15cm thickness (Below or above ground level) including removal of debris up to 5km from the Dockyard permises all as specified and directed. | 329.9 | CuM | - | - |
| 5 | M&L for hardcore of gauge not exc. 63mm, deposited, spread and levelled in layers not exc. 10cm thick, watered and rammed to a true surface complete all as specified and directed. | 495 | CuM | - | - |
| 6 | M&L for cement concrete in foundations, plinth beams, filling and mass concrete type D-2 1:4:8 (40mm graded aggregate) all as specified and directed. | 329.9 | CuM | - | - |
| 7 | M&L for forming Contraction (Dummy) joints 30mm deep x 10mm wide, filled with sealing compound Grade ‘B’ complete all as specified and directed. | 130 | Per 10 RM | - | - |
| 8 | M&L for forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound grade 'B' for 150mm thick of concrete slab all specified and directed. | 50 | Per 10 RM | - | - |
| 9 | Taking down cement plaster on brick or concrete wall etc including racking out joint hacking for key, scrubbing down with water etc. complete all as specified and as directed. | 245.4 | SqM | - | - |
| 10 | M&L for rendering 15 mm thick plaster in CM (1:4) using SBR latex emulsion @ 4% by weight of cement on brick or concrete surfaces of walls the surfaces even and smooth without using extra cement complete all as specified and directed. | 245.4 | SqM | - | - |
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