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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | ₹7.0 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹7.4 L+₹41,492.50 (5.94%)Rejected-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | ₹7.4 L+₹41,492.50 (5.94%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹7.6 L+₹64,387.50 (9.23%)Rejected-AOC | ₹7.6 L+₹64,387.50 (9.23%) | L3 | Rejected-AOC Rejected |
| 4 | L4₹7.6 L+₹66,637.50 (9.55%)Rejected-AOC | ₹7.6 L+₹66,637.50 (9.55%) | L4 | Rejected-AOC Rejected |
| 5 | L5₹7.7 L+₹74,360.50 (10.7%)Rejected-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | ₹7.7 L+₹74,360.50 (10.7%) | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | M/s UMAMANI CONSTRUCTIONS L10 | AMBIKAA ENGINEERING L5 | AMBIKAA ENGINEERING L5 | RAJASHEKHAR ENTERPRISES L9 | SRI THULASI TECH L1 | KUNDAN SAI ENTERPRISES L7 | MOURYA BUILDERS L8 | HUSSAIN ENGINEERING WORKS L4 | S.S.TRADERS L6 | RAM SREE CONSTRUCTIONS L3 | sai ganesh enterprises L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .01SCHEDULE 'A' PART-I: B/R WORKS | ||||||||||||||
| 1.00 | Excavation in post holes in soft/loose soil each n.exc 0.5 cum getting out returning,filling in and ramming earth or broken rubble mixed with earth around in layer n exc 25 cm, watering and removing surplus soil to a distance n.exc 50mtr and making good surface all as directed. | 28 | Each | 1,000 ₹28,000 | 306 ₹8,568 | 306 ₹8,568 | 300 ₹8,400 | 234 ₹6,552 | 150 ₹4,200 | 180 ₹5,040 | 130 ₹3,640 Lowest | 250 ₹7,000 | 325 ₹9,100 | 450 ₹12,600 |
| 2.00 | S & F mild steel tubular/square/rectangular hollow section trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 | 1,600 | Kg. | 190 ₹3,04,000 | 100 ₹1,60,000 Lowest | 100 ₹1,60,000 Lowest | 135 ₹2,16,000 | 138 ₹2,20,800 | 130 ₹2,08,000 | 120 ₹1,92,000 | 130 ₹2,08,000 | 100 ₹1,60,000 Lowest | 125 ₹2,00,000 | 115 ₹1,84,000 |
| 3.00 | S & F rolled mild plates (plain or chequered) channels, square cut or notched, forming holes with riveted, bolted or welded attachment conforming to Fe 290 Gde E-165. | 90 | Kg. | 140 ₹12,600 | 100 ₹9,000 Lowest | 100 ₹9,000 Lowest | 135 ₹12,150 | 147 ₹13,230 | 110 ₹9,900 | 125 ₹11,250 | 120 ₹10,800 | 100 ₹9,000 Lowest | 125 ₹11,250 | 110 ₹9,900 |
| 4.00 | M & L for 0.50 mm thick prepainted galvalume aluminium zinc coating G.I. based corrugated steel sheet of on colour having tensile strength of 550 MPA as in roof covering, fixed with and including self tapping screw complete all as per manufacturer instructions. | 186 | Sqm | 860 ₹1,59,960 | 800 ₹1,48,800 | 800 ₹1,48,800 | 765 ₹1,42,290 | 644 ₹1,19,784 Lowest | 850 ₹1,58,100 | 920 ₹1,71,120 | 800 ₹1,48,800 | 850 ₹1,58,100 | 735 ₹1,36,710 | 700 ₹1,30,200 |
| 5.00 | M&L for Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified | 30 | Sqm | 240 ₹7,200 Lowest | 900 ₹27,000 | 900 ₹27,000 | 810 ₹24,300 | 644 ₹19,320 | 820 ₹24,600 | 920 ₹27,600 | 900 ₹27,000 | 900 ₹27,000 | 764 ₹22,920 | 650 ₹19,500 |
| 6.00 | S & F Mild steel flats (40x6mm thick) for hand rails, wind ties, posts and struts in fencing screwed or welded to shape as directed, including all necessary drilling, bolting or riveting etc., and similar work confirming to Fe 410 - O or Fe 310 -O. | 120 | Kg. | 120 ₹14,400 | 150 ₹18,000 | 150 ₹18,000 | 135 ₹16,200 | 138 ₹16,560 | 110 ₹13,200 Lowest | 110 ₹13,200 Lowest | 130 ₹15,600 | 110 ₹13,200 Lowest | 120 ₹14,400 | 145 ₹17,400 |
| 7.00 | M&L for cement concrete Type B2 1:2:4 (40mm graded aggregate) in foundations, filling and mass concrete. | 4.5 | Cum | 6,200 ₹27,900 | 6,000 ₹27,000 | 6,000 ₹27,000 | 6,300 ₹28,350 | 4,145 ₹18,652.5 | 5,000 ₹22,500 | 4,000 ₹18,000 Lowest | 6,000 ₹27,000 | 5,500 ₹24,750 | 6,000 ₹27,000 | 4,200 ₹18,900 |
| 8.00 | M&L for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface | 25 | Cum | 3,100 ₹77,500 | 1,500 ₹37,500 | 1,500 ₹37,500 | 1,800 ₹45,000 | 1,842 ₹46,050 | 1,800 ₹45,000 | 1,500 ₹37,500 | 1,800 ₹45,000 | 2,100 ₹52,500 | 1,242 ₹31,050 | 1,200 ₹30,000 Lowest |
| 9.00 | M&L for 75 mm thick PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) for sub base of flooring /hard standing including finishing the surface even and rough to receive the topping layer. | 156 | Sqm | 620 ₹96,720 | 500 ₹78,000 | 500 ₹78,000 | 396 ₹61,776 | 368 ₹57,408 | 420 ₹65,520 | 500 ₹78,000 | 375 ₹58,500 | 350 ₹54,600 | 325 ₹50,700 Lowest | 400 ₹62,400 |
Tender Value
₹9.1 L
EMD Value
₹18,200
Closing Date
25 Apr 2026, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
PROVN OF FOUR WHEELER PARKING SHED AT GE ND COMPLEX 104 AREA VISAKHAPATNAM
2026_MES_759180_1
8584/GEND/E8
Open Tender
Civil Works
Item Rate
90 days
Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE ND VISAKHAPATNAM
₹18,200
Yes
9 Sept 2026
4 Apr 2026
27 Apr 2026
4 Apr 2026
25 Apr 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.01 | SCHEDULE 'A' PART-I: B/R WORKS | - | - | - | - |
| 1Excavation in post holes in soft/loose soil each n.exc 0.5 cum getting out returning,filling in and ramming earth or broken rubble mixed with earth around in layer n exc 25 cm, watering and removing surplus soil to a distance n.exc 50mtr and making good surface all as directed. | |||||
| 2S & F mild steel tubular/square/rectangular hollow section trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 | |||||
| 3S & F rolled mild plates (plain or chequered) channels, square cut or notched, forming holes with riveted, bolted or welded attachment conforming to Fe 290 Gde E-165. | |||||
| 4M & L for 0.50 mm thick prepainted galvalume aluminium zinc coating G.I. based corrugated steel sheet of on colour having tensile strength of 550 MPA as in roof covering, fixed with and including self tapping screw complete all as per manufacturer instructions. | |||||
| 5M&L for Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified | |||||
| 6S & F Mild steel flats (40x6mm thick) for hand rails, wind ties, posts and struts in fencing screwed or welded to shape as directed, including all necessary drilling, bolting or riveting etc., and similar work confirming to Fe 410 - O or Fe 310 -O. | |||||
| 7M&L for cement concrete Type B2 1:2:4 (40mm graded aggregate) in foundations, filling and mass concrete. | |||||
| 8M&L for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface | |||||
| 9M&L for 75 mm thick PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) for sub base of flooring /hard standing including finishing the surface even and rough to receive the topping layer. | |||||
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