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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.1 LAccepted-AOC | L1 | Accepted-AOC Being Lowest Vendor | |
| 2 | L2₹34.9 L+₹85,046.26 (2.49%)Rejected-Finance | L2 | Rejected-Finance Being not L1 | |
| 3 | L3₹35.9 L+₹1.8 L (5.26%)Rejected-Finance NEAR KONAM GUEST HOUSE CO OPERATIVE COLONY CHODAVARAM VISAKHAPATNAM 531036 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 531036 | L3 | Rejected-Finance Being not L1 | |
| 4 | L4₹36.1 L+₹2.0 L (5.97%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | L4 | Rejected-Finance Being not L1 | |
| 5 | L5₹36.4 L+₹2.3 L (6.68%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | L5 | Rejected-Finance Being not L1 |
| Sl No | Description | Qty | Unit | SATYAMEGHA ENGINEERS L1 | venkata sai constructions L11 | M/s Sai Venkata Durga Constructions L7 | S N N INFRAS L13 | S S V R PROJECTS AND INFRASTRUCTURE L8 | P VENKATAPATHI RAJU L10 | PRATIMA ENGINEERING WORKS L6 | S RAMAKRISHNA RAJU L4 | SREE HANUMAN ENTERPRISES L12 | sai ganesh enterprises L5 | SINGH BUILDERS L3 | TANEESH CONSTRUCTIONS L9 | SRI SIMHADRI COMPANY L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 45.56 | CuM | 550 ₹25,058 | 3,250 ₹1,48,070 | 650 ₹29,614 | 800 ₹36,448 | 1,500 ₹68,340 | 490 ₹22,324.4 | 900 ₹41,004 | 600 ₹27,336 | 2,000 ₹91,120 | 1,000 ₹45,560 | 1,800 ₹82,008 | 650 ₹29,614 | 459 ₹20,912.04 Lowest |
| 2.00 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 12.5mm sotne aggregates as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 30.38 | CuM | 6,500 ₹1,97,470 | 6,950 ₹2,11,141 | 7,500 ₹2,27,850 | 6,999 ₹2,12,629.62 | 7,899 ₹2,39,971.62 | 5,500 ₹1,67,090 Lowest | 8,100 ₹2,46,078 | 6,000 ₹1,82,280 | 8,000 ₹2,43,040 | 5,500 ₹1,67,090 Lowest | 7,000 ₹2,12,660 | 7,000 ₹2,12,660 | 6,800 ₹2,06,584 |
| 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 sup- ports, overhangs, etc. also splays between floors and beams, etc., all as specified and directed. | 243 | SqM | 500 ₹1,21,500 | 475 ₹1,15,425 | 450 ₹1,09,350 | 725 ₹1,76,175 | 300 ₹72,900 | 750 ₹1,82,250 | 450 ₹1,09,350 | 600 ₹1,45,800 | 350 ₹85,050 | 550 ₹1,33,650 | 180 ₹43,740 Lowest | 450 ₹1,09,350 | 450 ₹1,09,350 |
| 4.00 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 12.5mm sotne aggregate as columns, pillars, piers, posts and struts complete all as specified and directed. | 15.19 | CuM | 7,500 ₹1,13,925 | 7,000 ₹1,06,330 | 8,000 ₹1,21,520 | 6,999 ₹1,06,314.81 | 6,599 ₹1,00,238.81 | 7,000 ₹1,06,330 | 8,300 ₹1,26,077 | 6,000 ₹91,140 | 8,000 ₹1,21,520 | 5,400 ₹82,026 Lowest | 7,200 ₹1,09,368 | 8,000 ₹1,21,520 | 6,400 ₹97,216 |
| 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. | 243 | SqM | 500 ₹1,21,500 | 466 ₹1,13,238 | 475 ₹1,15,425 | 725 ₹1,76,175 | 250 ₹60,750 | 750 ₹1,82,250 | 520 ₹1,26,360 | 600 ₹1,45,800 | 500 ₹1,21,500 | 545 ₹1,32,435 | 154 ₹37,422 Lowest | 450 ₹1,09,350 | 450 ₹1,09,350 |
| 6.00 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 12.5mm graded sotne aggregates 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. | 36.45 | CuM | 6,500 ₹2,36,925 | 7,000 ₹2,55,150 | 7,000 ₹2,55,150 | 6,999 ₹2,55,113.55 | 5,999 ₹2,18,663.55 | 7,000 ₹2,55,150 | 6,300 ₹2,29,635 | 6,000 ₹2,18,700 | 8,010 ₹2,91,964.5 | 5,500 ₹2,00,475 Lowest | 6,000 ₹2,18,700 | 6,500 ₹2,36,925 | 6,400 ₹2,33,280 |
| 7.00 | Form work for flat rough finish surface of concrete(square or rectangular or polygonal) for Formwork 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 as specified and directed. | 145.8 | SqM | 500 ₹72,900 | 455 ₹66,339 | 500 ₹72,900 | 725 ₹1,05,705 | 340 ₹49,572 | 750 ₹1,09,350 | 300 ₹43,740 | 600 ₹87,480 | 500 ₹72,900 | 550 ₹80,190 | 155 ₹22,599 Lowest | 450 ₹65,610 | 450 ₹65,610 |
| 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. | 5,007 | Kg | 100 ₹5,00,700 | 98 ₹4,90,686 | 88 ₹4,40,616 Lowest | 111 ₹5,55,777 | 90 ₹4,50,630 | 120 ₹6,00,840 | 110 ₹5,50,770 | 120 ₹6,00,840 | 110 ₹5,50,770 | 100 ₹5,00,700 | 90 ₹4,50,630 | 90 ₹4,50,630 | 99 ₹4,95,693 |
| 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. | 60.75 | CuM | 300 ₹18,225 | 226 ₹13,729.5 | 305 ₹18,528.75 | 425 ₹25,818.75 | 190 ₹11,542.5 Lowest | 250 ₹15,187.5 | 290 ₹17,617.5 | 350 ₹21,262.5 | 600 ₹36,450 | 850 ₹51,637.5 | 1,400 ₹85,050 | 650 ₹39,487.5 | 1,200 ₹72,900 |
| 10.00 | M&L for cement concrete type D2, 1:4:8 (40 mm graded stone aggregate) as in foundation, filling and mass concrete all as specified and directed. | 12.15 | CuM | 5,500 ₹66,825 | 4,900 ₹59,535 | 4,050 ₹49,207.5 | 5,999 ₹72,887.85 | 4,900 ₹59,535 | 4,500 ₹54,675 | 5,400 ₹65,610 | 4,000 ₹48,600 Lowest | 6,500 ₹78,975 | 5,100 ₹61,965 | 4,500 ₹54,675 | 5,500 ₹66,825 | 5,400 ₹65,610 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
6 Sept 2024, 6:00 pmClosed
GE (I) DM, Visakhapatnam
GE (I) DM, Visakhapatnam
REPAIR REPLACEMENT OF FENCING, JALLY WALLS, SECURITY WALL AND MISC WORKS ETC AT AREA A AND B AT NAVAL DOCKYARD VISAKHAPATNAM UNDER GE(I) DM VISAKHAPATNAM
2024_MES_668094_1
8086/E8
Open Tender
Civil Works
Item Rate
180 days
Naval Dockyard Visakhapatnam
As per tender documents
8 documents required · 8 mandatory
₹500
GE (I) DM, Visakhapatnam
₹80,000
Yes
1 Oct 2026
26 Jul 2024
9 Sept 2024
26 Jul 2024
6 Sept 2024
9 Aug 2024
| 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. | 45.56 | CuM | - | - |
| 2 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 12.5mm sotne aggregates as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 30.38 | 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 sup- ports, overhangs, etc. also splays between floors and beams, etc., all as specified and directed. | 243 | SqM | - | - |
| 4 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 12.5mm sotne aggregate as columns, pillars, piers, posts and struts complete all as specified and directed. | 15.19 | 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. | 243 | SqM | - | - |
| 6 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 12.5mm graded sotne aggregates 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. | 36.45 | CuM | - | - |
| 7 | Form work for flat rough finish surface of concrete(square or rectangular or polygonal) for Formwork 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 as specified and directed. | 145.8 | 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. | 5,007 | 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. | 60.75 | CuM | - | - |
| 10 | M&L for cement concrete type D2, 1:4:8 (40 mm graded stone aggregate) as in foundation, filling and mass concrete all as specified and directed. | 12.15 | CuM | - | - |
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