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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.6 LAccepted-AOC 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L1 | Accepted-AOC Admitted being L1 | |
| 2 | L2₹45.9 L+₹40,105.20 (0.88%)Rejected-Finance | L2 | Rejected-Finance Not admitted being L2 | |
| 3 | L3₹46.5 L+₹94,299.25 (2.07%)Rejected-Finance 66 C O J R NAICKER ASWATHNAGAR SANJAYNAGAR P O BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | L3 | Rejected-Finance Not admitted being L3 |
| Sl No | Description | Qty | Unit | Mahadev Enterprises L1 | Shri Krishna Trading Corporation L2 | OM ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling of wrought iron or mild steel work of any description not otherwise provided incl doors, gates for complete all as specified and as directed | 55.2 | Qtl | 500 ₹27,600 Lowest | 508 ₹28,041.6 | 505 ₹27,876 |
| 2.00 | M&L for frame work such as grills, as an fencing posts, angle, gratings etc with ends of bar shouldred and / or revetied or forged into spikes , framed guard bars , barred iron doors, ladders, framed ballusters etc & similar work confarming to Fe-290 grade E1-65
Note:-Posts/struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gen sets or any alternative arrangement all as specified and directed by Engr-in-Charge. | 280 | Kg | 125 ₹35,000 Lowest | 130 ₹36,400 | 146 ₹40,880 |
| 3.00 | M&L for Steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS-1161-1979 Grade St-240 complete all as specified and directed. | 1,500 | Kg | 125 ₹1,87,500 Lowest | 128 ₹1,92,000 | 131 ₹1,96,500 |
| 4.00 | M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc Fe 410-W (Gde E- 250) quality A, complete all as specified and directed by Engr-in-Charge. | 1,250 | Kg | 125 ₹1,56,250 | 120 ₹1,50,000 Lowest | 125 ₹1,56,250 |
| 5.00 | S&F of Bands, straps, supports or stays for rainwater, ventailing pipes, including bolts, if required hooks,heavy, for large gates, hook and pintle hinges; large hasps and stables; chains;hand made sliding bolts; clamps; hold fasts; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe -290 Gde -165. complete all as specified and directed by Engineer-in-charge. | 150 | Kg | 125 ₹18,750 Lowest | 130 ₹19,500 | 135 ₹20,250 |
| 6.00 | S&F framed work in doors or gates of angle or other section with gusset plates, rails, braces, holdfast etc, of grade Fe 410-W (Gde E-250) quality A complete drill for fixing of steel sheeting or other covering . Doors, etc to be prepared by hanging and sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering , running, rails & guide) and hanging also fastening and fixing complete all as specified and directed. | 200 | Kg | 125 ₹25,000 Lowest | 128 ₹25,600 | 210 ₹42,000 |
| 7.00 | S&F premoulded cast iron gate of FE-150 confirming to IS ornamenta type in cast iron cum mild steel of 6.20 span, 3.0m to 4.065m in height two leaves and wicket gate in cast iron cum mild steel of 1.5m span, 2.1m height in single leaf, including necessary welding, pintol hinges, steel ball bearing plates and locking arragement complete all as specified and directed.
Note:- (a) Frame of cast iron gate shall be mild steel pipe frame of size 50mm X 50mm x 4.5mm thick cconforming to grade Fe-410 or Fe-310. (b) RCC pillar/ brick pillar and painting to steel surface including all connected items shall be measured and paid seperately under relevant items. (c) Design as per directed by Engr-in-Charge. | 600 | Kg | 200 ₹1,20,000 Lowest | 205 ₹1,23,000 | 200 ₹1,20,000 Lowest |
| 8.00 | S&F mild steel work hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, holdfast, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts complete all as specified and directed.
Note:- Rate shall be include upto 15 mtr height of bldg/ Hangers for scaffolding including all as arrangement. | 140 | Kg | 115 ₹16,100 Lowest | 118 ₹16,520 | 115 ₹16,100 Lowest |
| 9.00 | M&L for mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410 W (Gde-E-250) quality-A all complete all as specified and directed by Engr-in-Charge | 1,400 | Kg | 125 ₹1,75,000 | 122 ₹1,70,800 Lowest | 130 ₹1,82,000 |
| 10.00 | M&L for welding in repair, exc 2.5 cm but n.exc 5 cm in length thickness of metal to be welded exc 20mm but n.exc 25mm complete all as specified and directed by Engineer-in-Charge. | 30 | Each | 50 ₹1,500 Lowest | 56 ₹1,680 | 53 ₹1,590 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
15 Aug 2026, 6:00 pmClosed
GE NW Karanja
NAVAL STATION KARANJA, URAN, RAIGAD, MAHARASHTRA
REPAIR REPLACEMENT TO PORTAL FRAMES RAFTERS PURLINS AND TRUSS AC SHEETS GALVALUME SHEETS FALSE CEILING AND OTHER CONNECTED WORKS AT VARIOUS BLDGS OF WORKSHOPS, HANGARS TPS, MT GARAGES PARKING SHEDS AND OTHER OTM ACCN OF INS TUNIR AREA UNDER
2026_MES_779121_1
8363/E8
Open Tender
Civil Works
Item Rate
180 days
GE NW Karanja
Class D and above and category a (i)
8 documents required · 8 mandatory
₹500
Yes
GE NW Karanja
₹96,000
Yes
29 Sept 2026
16 Jul 2026
17 Aug 2026
16 Jul 2026
15 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of wrought iron or mild steel work of any description not otherwise provided incl doors, gates for complete all as specified and as directed | 55.2 | Qtl | - | - |
| - | M&L for frame work such as grills, as an fencing posts, angle, gratings etc with ends of bar shouldred and / or revetied or forged into spikes , framed guard bars , barred iron doors, ladders, framed ballusters etc & similar work confarming to Fe-290 grade E1-65
Note:-Posts/struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gen sets or any alternative arrangement all as specified and directed by Engr-in-Charge. | 280 | Kg | - | - |
| - | M&L for Steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS-1161-1979 Grade St-240 complete all as specified and directed. | 1,500 | Kg | - | - |
| - | M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc Fe 410-W (Gde E- 250) quality A, complete all as specified and directed by Engr-in-Charge. | 1,250 | Kg | - | - |
| - | S&F of Bands, straps, supports or stays for rainwater, ventailing pipes, including bolts, if required hooks,heavy, for large gates, hook and pintle hinges; large hasps and stables; chains;hand made sliding bolts; clamps; hold fasts; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe -290 Gde -165. complete all as specified and directed by Engineer-in-charge. | 150 | Kg | - | - |
| - | S&F framed work in doors or gates of angle or other section with gusset plates, rails, braces, holdfast etc, of grade Fe 410-W (Gde E-250) quality A complete drill for fixing of steel sheeting or other covering . Doors, etc to be prepared by hanging and sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering , running, rails & guide) and hanging also fastening and fixing complete all as specified and directed. | 200 | Kg | - | - |
| - | S&F premoulded cast iron gate of FE-150 confirming to IS ornamenta type in cast iron cum mild steel of 6.20 span, 3.0m to 4.065m in height two leaves and wicket gate in cast iron cum mild steel of 1.5m span, 2.1m height in single leaf, including necessary welding, pintol hinges, steel ball bearing plates and locking arragement complete all as specified and directed.
Note:- (a) Frame of cast iron gate shall be mild steel pipe frame of size 50mm X 50mm x 4.5mm thick cconforming to grade Fe-410 or Fe-310. (b) RCC pillar/ brick pillar and painting to steel surface including all connected items shall be measured and paid seperately under relevant items. (c) Design as per directed by Engr-in-Charge. | 600 | Kg | - | - |
| - | S&F mild steel work hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, holdfast, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts complete all as specified and directed.
Note:- Rate shall be include upto 15 mtr height of bldg/ Hangers for scaffolding including all as arrangement. | 140 | Kg | - | - |
| - | M&L for mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410 W (Gde-E-250) quality-A all complete all as specified and directed by Engr-in-Charge | 1,400 | Kg | - | - |
| - | M&L for welding in repair, exc 2.5 cm but n.exc 5 cm in length thickness of metal to be welded exc 20mm but n.exc 25mm complete all as specified and directed by Engineer-in-Charge. | 30 | Each | - | - |
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