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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC PARTH B 203 PATEL COLONY STREET NO 11 ROAD NO 3 JAMNAGAR 361 006 GUJARAT | JAMNAGAR | GUJARAT | 361006 | ₹31.9 L Quoted ₹32.8 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹33.9 LRejected-Finance 1 VADALI VADALI SURENDRA NAGAR GUJARAT 363520 UDYAM GJ 23 0024349 | SURENDRANAGAR | GUJARAT | 363520 | ₹33.9 L | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹36.4 LRejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | ₹36.4 L | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹38.3 LRejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | ₹38.3 L | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹39.9 LRejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | ₹39.9 L | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | JAMNAGAR ELECTRIC AND MACHINERY CO L5 | JAYESH TRADING CORPORATION L3 | MADHAV ENTERPRISE L2 | M/s Balaji Enterprise L1 | BHAVNA IMPERIAL ENTERPRISE L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exc 1.5 metre wide and not exc 1.5 metre in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. laying cables, pipes, etc. not exc 10 Sqm on plan & not exc 1.5m in depth and getting out in any type of soil (i.e. soft/ loose or hard/ dense soil) complete all as specified and as directed. | 350 | Cubic Metre | 320 ₹1.1 L | 275 ₹96,250 | 190 ₹66,500 | 280 ₹98,000 | 290 ₹1.0 L |
| 2.00 | Returning, filling in trenches, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed. | 325 | Cubic Metre | 80 ₹26,000 | 50 ₹16,250 | 110 ₹35,750 | 90 ₹29,250 | 10 ₹3,250 |
| 3.00 | Removing excavated surplus soil to a distance not exceeding 50 mts and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as directed. | 25 | Cubic Metre | 150 ₹3,750 | 70 ₹1,750 | 110 ₹2,750 | 90 ₹2,250 | 10 ₹250 |
| 4.00 | M&L for PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | 1 | Cubic Metre | 4,800 ₹4,800 | 4,608 ₹4,608 | 5,500 ₹5,500 | 4,500 ₹4,500 | 2,700 ₹2,700 |
| 5.00 | M&L for reinforced cement concrete 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in foundation including rafts, footings, foundation beams, plinth beams, base of columns etc., basement slabs, under-reamed piles and mass concrete including necessary formwork complete all as specified and as directed.
Note: Reinforcement shall be measured and paid for separately. | 4.4 | Cubic Metre | 5,900 ₹25,960 | 4,900 ₹21,560 | 4,500 ₹19,800 | 4,900 ₹21,560 | 3,600 ₹15,840 |
| 6.00 | M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified & as directed. | 75 | Kilo Gram | 95 ₹7,125 | 115 ₹8,625 | 135 ₹10,125 | 92 ₹6,900 | 130 ₹9,750 |
| 7.00 | M&L for mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified & as directed. | 92 | Kilo Gram | 95 ₹8,740 | 116 ₹10,672 | 135 ₹12,420 | 92 ₹8,464 | 130 ₹11,960 |
| 8.00 | M&L in repair for street light bracket made from MS tubing in required size & shape at site, cut to length, bend to shape required and suitable for existing street light pole and fixing the bracket to pole with MS flat and nuts and bolts and finally painting the exposed steel surface with two coats of first quality synthetic enamel paint of approved tint over a coat of zinc chromate primer complete all as directed.
Notes :- (i) Size, section and shape of MS pipe shall be as directed. (ii) Quoted rate shall deemed to be inclusive of painting. Weight of paint shall not be considered for payment purpose and quoted rate shall deemed to be included this aspect. | 66 | Kilogram | 200 ₹13,200 | 135 ₹8,910 | 225 ₹14,850 | 110 ₹7,260 | 130 ₹8,580 |
| 9.00 | M&L for Mild steel angle cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections & MS bars conforming to Grade E-165 (Fe 290) including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated/ directed with & including one coat of red oxide zinc chrome primer, one under coat of aluminium paint and one finishing coat of aluminium paint, fixed in repairs, complete all as specified & as directed.
Notes :- (i) Size, section and shape of steel sections shall be as directed. (ii) Weight of paint shall not be considered for payment purpose and quoted rate shall deemed to be included this aspect. | 3 | Quintal | 14,000 ₹42,000 | 13,500 ₹40,500 | 13,500 ₹40,500 | 9,500 ₹28,500 | 12,800 ₹38,400 |
| 10.00 | Taking down street light / Flood light / Post Top fittings of any capacity from 8-200 W for repair/ replacement of burnt/ worn out accessories and refixing the same after all repair work complete all as directed.
Notes :-
(i) Spares shall be measured and paid for separately. (ii) The contractor shall check the fittings/ fixtures/ equipment/ wiring etc as per the complaints given by the concerned JE E/M / Engineer-in-charge. Spares required to be replaced shall be measured and paid for under respective items in this Schedule for which no extra payment on account of man power shall be paid. Contractor shall make arrangement for collection of complaint slip from MES service centre daily for carrying out the complaints & simultaneously intimate the JE E/M once the complaint is resolved. All complaints shall be resolved in 24 hours. (iii) In case contractor fails to resolve the complaint in 24 hours except where spare(s) is not readily available in the vicinity, a penalty of Rs. 100/- per day per complaint shall be deducted until the same is attended/ resolved. The decision of GE in this regard shall be final & binding. | 191 | Each | 700 ₹1.3 L | 200 ₹38,200 | 100 ₹19,100 | 100 ₹19,100 | 90 ₹17,190 |
Updated dates
Tender Value
₹36 L
EMD Value
₹72,000
Closing Date
25 May 2026, 6:00 pmClosed
GE (I) Navy Jamnagar
INS Valsura, Jamnagar - 361 150
Repair/ replacement and maintenance of Security/ Street Light, Aviation/ Watch Tower Flood Lights, Post Top Lanterns of Zone A area and connected services under GE (I) Navy Jamnagar
2026_MES_762616_1
8959/VAL/E8
Open Tender
Electrical and Maintenance Works
335 days
GE (I) Navy Jamnagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE (I) Navy Jamnagar
₹72,000
Yes
29 May 2026
28 Apr 2026
27 May 2026
28 Apr 2026
25 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, not exc 1.5 metre wide and not exc 1.5 metre in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. laying cables, pipes, etc. not exc 10 Sqm on plan & not exc 1.5m in depth and getting out in any type of soil (i.e. soft/ loose or hard/ dense soil) complete all as specified and as directed. | 350 | Cubic Metre | - | - |
| 2 | Returning, filling in trenches, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed. | 325 | Cubic Metre | - | - |
| 3 | Removing excavated surplus soil to a distance not exceeding 50 mts and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as directed. | 25 | Cubic Metre | - | - |
| 4 | M&L for PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | 1 | Cubic Metre | - | - |
| 5 | M&L for reinforced cement concrete 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in foundation including rafts, footings, foundation beams, plinth beams, base of columns etc., basement slabs, under-reamed piles and mass concrete including necessary formwork complete all as specified and as directed.
Note: Reinforcement shall be measured and paid for separately. | 4.4 | Cubic Metre | - | - |
| 6 | M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified & as directed. | 75 | Kilo Gram | - | - |
| 7 | M&L for mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified & as directed. | 92 | Kilo Gram | - | - |
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