Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-Finance D NO 71 31 96 6 ASRR COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | ₹7.0 L | L1 | Accepted-Finance Admitted |
| 2 | L2₹7.1 L+₹13,933.40 (2.00%)Accepted-Finance | ₹7.1 L+₹13,933.40 (2.00%) | L2 | Accepted-Finance Admitted |
| 3 | L3₹7.2 L+₹23,824.40 (3.42%)Accepted-Finance | ₹7.2 L+₹23,824.40 (3.42%) | L3 | Accepted-Finance Admitted |
| 4 | L4₹7.7 L+₹67,953.60 (9.75%)Accepted-Finance | ₹7.7 L+₹67,953.60 (9.75%) | L4 | Accepted-Finance Admitted |
| 5 | L5₹7.7 L+₹72,070.80 (10.3%)Accepted-Finance | ₹7.7 L+₹72,070.80 (10.3%) | L5 | Accepted-Finance Admitted |
| Sl No | Description | Qty | Unit | Sri Venkateswara Constructions L2 | KUNDAN SAI ENTERPRISES L4 | HARSHA ENTERPRISES L6 | DURGA MANIKANTA CIVIL AND ELECTRICAL WORKS L8 | G VENKATA RAO L3 | SRI RAJA RAJESWARI ENTERPRISES L1 | PARAMESHWARA BUILDERS & ENGINEERS L7 | K NAGARAJU L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| .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 | 100 ₹2,800 Lowest | 120 ₹3,360 | 500 ₹14,000 | 300 ₹8,400 | 320 ₹8,960 | 400 ₹11,200 | 300 ₹8,400 | 280 ₹7,840 |
| 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. | 130 ₹2,08,000 | 105 ₹1,68,000 | 125 ₹2,00,000 | 140 ₹2,24,000 | 120 ₹1,92,000 | 102 ₹1,63,200 | 94 ₹1,50,400 Lowest | 125 ₹2,00,000 |
| 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. | 130 ₹11,700 | 110 ₹9,900 | 125 ₹11,250 | 135 ₹12,150 | 145 ₹13,050 | 90 ₹8,100 Lowest | 92 ₹8,280 | 125 ₹11,250 |
| 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 | 700 ₹1,30,200 Lowest | 800 ₹1,48,800 | 800 ₹1,48,800 | 750 ₹1,39,500 | 720 ₹1,33,920 | 720 ₹1,33,920 | 790 ₹1,46,940 | 840 ₹1,56,240 |
| 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 | 670 ₹20,100 | 780 ₹23,400 | 900 ₹27,000 | 750 ₹22,500 | 720 ₹21,600 | 450 ₹13,500 Lowest | 690 ₹20,700 | 840 ₹25,200 |
| 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. | 110 ₹13,200 | 100 ₹12,000 | 125 ₹15,000 | 130 ₹15,600 | 125 ₹15,000 | 90 ₹10,800 Lowest | 112 ₹13,440 | 125 ₹15,000 |
| 7.00 | M&L for cement concrete Type B2 1:2:4 (40mm graded aggregate) in foundations, filling and mass concrete. | 4.5 | Cum | 3,900 ₹17,550 | 5,200 ₹23,400 | 5,500 ₹24,750 | 6,200 ₹27,900 | 460 ₹2,070 Lowest | 4,500 ₹20,250 | 6,500 ₹29,250 | 4,500 ₹20,250 |
| 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 | 1,800 ₹45,000 | 1,600 ₹40,000 | 1,800 ₹45,000 | 1,800 ₹45,000 | 1,150 ₹28,750 | 1,500 ₹37,500 | 1,380 ₹34,500 | 950 ₹23,750 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 | 250 ₹39,000 Lowest | 400 ₹62,400 | 400 ₹62,400 | 350 ₹54,600 | 310 ₹48,360 | 350 ₹54,600 | 515 ₹80,340 | 380 ₹59,280 |
Tender Value
₹9.5 L
EMD Value
₹19,000
Closing Date
4 Aug 2026, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
DEMOLITION AND RECONSTRUCTION OF PARKING SHED FOR BLDG NO P64 P108 AT MES KEY PERS QTRS 104 AREA UNDER GE ND VISAKHAPATNAM
2026_MES_776161_1
8597/GEND/E8
Open Tender
Civil Works
Item Rate
90 days
Visakhapatnam
PLEASE REFER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
Garrison Engineer Naval Depot
₹19,000
Yes
20 Aug 2026
3 Jul 2026
7 Aug 2026
3 Jul 2026
4 Aug 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.01 | SCHEDULE 'A' PART-I: B/R WORKS | - | - | - | - |
| 1 | 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. | - | Each | 1.25 | - |
| 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 | |||||
| 3 | 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. | - | Kg. | 100 | - |
| 4 | 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. | - | Sqm | 53 | - |
| 5 | 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 | - | Sqm | 10 | - |
| 6 | 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. | - | Kg. | 11 | - |
| 7 | M&L for cement concrete Type B2 1:2:4 (40mm graded aggregate) in foundations, filling and mass concrete. | - | Cum | 1.25 | - |
| 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 | |||||
| 9 | 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. | - | Sqm | 100 | - |
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.33 MB
TENDER8597.pdf
Tender Documents • 4.03 MB
BOQ_869190.xls
BOQ • 0.35 MB
8597amdt.pdf
PDF • 0.16 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .