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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹33.3 LAccepted-AOC SATYADEV RESIDENCY MIG 275 4TH FLOOR FLAT NO 1 BEHIND ABHAYA ANJANEYA SWAMY TEMPLE NORTH EXTENSION SEETHAMADHARA VISAKHAP 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER | |
| 2 | 2₹36.7 L+₹3.0 L (8.96%)Rejected-Finance | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹38.3 L+₹4.6 L (13.7%)Rejected-Finance | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹41.6 L+₹7.9 L (23.6%)Rejected-Finance | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹43.2 L+₹9.6 L (28.4%)Rejected-Finance | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | M/s.Raghava Enterprises L5 | TECHNO SOFT SOLUTIONS L7 | CIVILEC ENGINEERING WORKS L9 | SOUTHERN BUILDERS L10 | BHARATHI ENTERPRISES L8 | KEERTHI ENTERPRISES L6 | SRI VIJAYA LAKSHMI ENTERPRISES L4 | M/S S K ENGINEERS L11 | SV CONSTRUCTION L1 | SRI LAKSHMI ENGINEERING ENTERPRISES L3 | S R CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of reinforced cement concrete in any position not otherwise specifically provided for and removing rubbish out side MD land to a distance exc 1.5 Km but n.exe 5.00 Km complete all as specified and directed. | 36.5 | Cum | 751 ₹27,411.5 | 500 ₹18,250 | 438 ₹15,987 Lowest | 490 ₹17,885 | 938 ₹34,237 | 511 ₹18,651.5 | 450 ₹16,425 | 950 ₹34,675 | 1,000 ₹36,500 | 650 ₹23,725 | 450 ₹16,425 |
| 2.00 | Excavation over areas, n.exc 1.5 m in depth and getting out in soft/loose soil complete as specified and directed. | 165 | Cum | 424 ₹69,960 | 400 ₹66,000 | 513 ₹84,645 | 399 ₹65,835 | 260 ₹42,900 Lowest | 473 ₹78,045 | 630 ₹1,03,950 | 509 ₹83,985 | 800 ₹1,32,000 | 350 ₹57,750 | 450 ₹74,250 |
| 3.00 | Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc and disposal of debris and rubbish to a distance n.exe 100 m as directed by the Engr-in-Charge. | 40 | Cum | 337 ₹13,480 | 700 ₹28,000 | 801 ₹32,040 | 385 ₹15,400 | 824 ₹32,960 | 811 ₹32,440 | 504 ₹20,160 | 545 ₹21,800 | 300 ₹12,000 Lowest | 550 ₹22,000 | 400 ₹16,000 |
| 4.00 | Dismantling of cast iron or reinforced concrete drain pipes, 300 mm dia, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed. | 100 | Rm | 76 ₹7,600 Lowest | 170 ₹17,000 | 132 ₹13,200 | 139 ₹13,900 | 130 ₹13,000 | 166 ₹16,600 | 135 ₹13,500 | 136 ₹13,600 | 100 ₹10,000 | 120 ₹12,000 | 100 ₹10,000 |
| 5.00 | M & L for hardcore of gauge n.exc 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 54 | Cum | 1,912 ₹1,03,248 | 2,500 ₹1,35,000 | 2,463 ₹1,33,002 | 2,556 ₹1,38,024 | 1,366 ₹73,764 | 1,719 ₹92,826 | 2,403 ₹1,29,762 | 2,466 ₹1,33,164 | 1,500 ₹81,000 | 2,500 ₹1,35,000 | 900 ₹48,600 Lowest |
| 6.00 | M&L for Plain Cement Concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 54 | Cum | 3,193 ₹1,72,422 | 3,800 ₹2,05,200 | 3,447 ₹1,86,138 | 3,963 ₹2,14,002 | 2,349 ₹1,26,846 Lowest | 3,301 ₹1,78,254 | 5,400 ₹2,91,600 | 2,915 ₹1,57,410 | 3,000 ₹1,62,000 | 5,500 ₹2,97,000 | 4,500 ₹2,43,000 |
| 7.00 | Use and waste of form work to 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 by Engineer-in-Charge. | 47.15 | Sqm | 469 ₹22,113.35 | 350 ₹16,502.5 | 314 ₹14,805.1 | 331 ₹15,606.65 | 429 ₹20,227.35 | 360 ₹16,974 | 450 ₹21,217.5 | 479 ₹22,584.85 | 260 ₹12,259 Lowest | 350 ₹16,502.5 | 400 ₹18,860 |
| 8.00 | Use and waste of formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finish surface of concrete complete all as specified and directed | 830 | Sqm | 461 ₹3,82,630 | 350 ₹2,90,500 Lowest | 816 ₹6,77,280 | 775 ₹6,43,250 | 445 ₹3,69,350 | 733 ₹6,08,390 | 450 ₹3,73,500 | 514 ₹4,26,620 | 350 ₹2,90,500 Lowest | 350 ₹2,90,500 Lowest | 400 ₹3,32,000 |
| 9.00 | Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work n exc 200 mm thick ( horozontal or slopping) for rough finished surface flat or curved of concrete complete all as specified and directed by Engineer-in-Charge. | 211.89 | Sqm | 560 ₹1,18,658.4 | 350 ₹74,161.5 Lowest | 796 ₹1,68,664.44 | 794 ₹1,68,240.66 | 373 ₹79,034.97 | 641 ₹1,35,821.49 | 450 ₹95,350.5 | 385 ₹81,577.65 | 350 ₹74,161.5 Lowest | 350 ₹74,161.5 Lowest | 400 ₹84,756 |
| 10.00 | S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality complete all as specified and directed. | 14,633 | Kg | 108 ₹15,80,364 | 130 ₹19,02,290 | 98 ₹14,34,034 | 101 ₹14,77,933 | 131 ₹19,16,923 | 98 ₹14,34,034 | 90 ₹13,16,970 | 125 ₹18,29,125 | 75 ₹10,97,475 Lowest | 90 ₹13,16,970 | 92 ₹13,46,236 |
Tender Value
₹42.4 L
EMD Value
₹84,780
Closing Date
4 Dec 2025, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
AS AS TO CERTAIN HUME PIPE CULVERTS NEAR (S,T,Q B BLOCK, MES COMPLAINT CELL AND BEHIND SHOPPING COMPLEX) AT NAUSENA BAUGH , VISAKHAPATNAM
2025_MES_739682_1
C/8563/25-26/E8 TOKEN 79 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹84,780
Yes
22 Jan 2026
13 Nov 2025
11 Dec 2025
13 Nov 2025
4 Dec 2025
27 Nov 2025
Amount
Demolition of reinforced cement concrete in any position not otherwise specifically provided for and removing rubbish out side MD land to a distance exc 1.5 Km but n.exe 5.00 Km complete all as specified and directed.
Excavation over areas, n.exc 1.5 m in depth and getting out in soft/loose soil complete as specified and directed.
Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc and disposal of debris and rubbish to a distance n.exe 100 m as directed by the Engr-in-Charge.
Dismantling of cast iron or reinforced concrete drain pipes, 300 mm dia, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed.
M & L for hardcore of gauge n.exc 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for Plain Cement Concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
Use and waste of form work to 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 by Engineer-in-Charge.
Use and waste of formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finish surface of concrete complete all as specified and directed
Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work n exc 200 mm thick ( horozontal or slopping) for rough finished surface flat or curved of concrete complete all as specified and directed by Engineer-in-Charge.
S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality complete all as specified and directed.
S & F high strength corrosion resistant TMT bars 5mm dia and over upto and including 10mm dia in strirrups, spacers and binders spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and directed.
M&L for reinforced cement concrete M-30 (Design Mix) using 20mm graded stone aggregate as in foundation, plinth beams, bases of columns and mass concrete complete all as specified and directed by Engineer-in-Charge.
M & L for Reinforced Cement Concrete M-30 (Design Mix) (using 20 mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed
M&L for reinforced cement concrete M-30 (Design Mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, desk slabs and in shelves. complete all as specified and directed by Engineer-in-Charge.
S & F Reinforced concrete pipes, 300 mm bore dia, class NP2, laid and jointed complete with collars complete all as specified and directed.
M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and directed.
M & L for brick work with fly ash bricks, straight or curved on plan to any radius, built in cement mortar 1:6 using old size brick complete all as specified and directed.
M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished the surfaces even and fair complete all as specified and directed.
Demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (Below or above Ground level) and disposal of debris and rubbish to a distance upto outside MD land to a distance exc 1.5 Km but n.exe 5.00 Km complete all as directed.
M & L for 100 mm thick, plain cement concrete 1:2:4, type B-2 (using 40 mm graded stone aggregate) as in sub-base of flooring, etc complete all as specified and directed.
M & L for Mild steel framed work such as grills, gratings, gates etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bar, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe-410-0 Gde E-250 complete all as specified and directed.
M&L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc primer complete all as specified and as directed..
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed.
Removing excavated material not exc.1.5 km but nexc 5.00 km and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.
S R CONSTRUCTIONS (BID ID -3489619)
SRI LAKSHMI ENGINEERING ENTERPRISES (BID ID -3489287)
SRI VIJAYA LAKSHMI ENTERPRISES (BID ID -3489431)
M/s.Raghava Enterprises (BID ID -3488410)
KEERTHI ENTERPRISES (BID ID -3489251)
TECHNO SOFT SOLUTIONS (BID ID -3488801)
BHARATHI ENTERPRISES (BID ID -3489139)
CIVILEC ENGINEERING WORKS (BID ID -3489124)
SOUTHERN BUILDERS (BID ID -3489128)
M/S S K ENGINEERS (BID ID -3489571)
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