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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 LAccepted-AOC HQ CE SC PUNE | PUNE | MAHARASHTRA | 410301 | ₹36.1 L Quoted ₹36.6 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹37.6 L+₹99,370.55 (2.71%)Rejected-Finance JAVERI BUNGALOW AREA KAVERI HOTEL LINE NH PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | ₹37.6 L+₹99,370.55 (2.71%) | L2 | Rejected-Finance Other than Lowest Bidder |
| 3 | L3₹38.3 L+₹1.7 L (4.66%)Rejected-Finance 30 DIGVIJAY PLOT RAVAL NIVAS JAMNAGAR GUJARAT 361 005 | JAMNAGAR | JAMNAGAR | GUJARAT | 361005 | ₹38.3 L+₹1.7 L (4.66%) | L3 | Rejected-Finance Other than Lowest Bidder |
| 4 | L4₹39.4 L+₹2.8 L (7.72%)Rejected-Finance | ₹39.4 L+₹2.8 L (7.72%) | L4 | Rejected-Finance Other than Lowest Bidder |
| 5 | L5₹40.0 L+₹3.4 L (9.20%)Rejected-Finance PLOT NO 3 DIVINE SCHOOL ROAD NEAR BJP KARYALAY PORBANDAR KHAMBHALIYA HIGHWAY BOKHIRA PORBANDAR 360 579 | PORBANDAR | GUJARAT | 360579 | ₹40.0 L+₹3.4 L (9.20%) | L5 | Rejected-Finance Other than Lowest Bidder |
| Sl No | Description | Qty | Unit | m/s prakash enterprise L5 | roxy enterprise L8 | OM ENTERPRISE L2 | K B N TRADERS L1 | SHREEJI ENTERPRISE L13 | Ravi enterprise L3 | SHREE KEDARNATH ENTERPRISE L10 | shree chamunda enterprise L6 | AADESH CONSTRUCTION L9 | BABUBHAI BHIMABHAI PANDAVADRA L4 | Jayesh D Salet L11 | Bharat Enterprise L7 | JAY BHARAT METAL SUPPLIERS L12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of concrete of any description and in any position not otherwise specifically provided for cement concrete (reinforcement cut as required to facilitate demolition) complete including removing debries ouside MD land all as specified and directed. | 4.83 | Cum | 832 ₹4,018.56 | 800 ₹3,864 | 1,985 ₹9,587.55 | 650 ₹3,139.5 | 200 ₹966 | 550 ₹2,656.5 | 810 ₹3,912.3 | 100 ₹483 Lowest | 800 ₹3,864 | 2,000 ₹9,660 | 1,900 ₹9,177 | 1,500 ₹7,245 | 155 ₹748.65 |
| 2.00 | M & L for RCC type M-30 (using 20 mm graded stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves etc, complete all as specified and as directed | 3.2 | Cum | 9,351 ₹29,923.2 | 8,500 ₹27,200 | 9,000 ₹28,800 | 7,150 ₹22,880 | 300 ₹960 | 9,000 ₹28,800 | 8,600 ₹27,520 | 120 ₹384 Lowest | 8,500 ₹27,200 | 8,500 ₹27,200 | 8,000 ₹25,600 | 9,500 ₹30,400 | 200 ₹640 |
| 3.00 | M & L for RCC type M-30 (using 20 mm graded stone aggregate) as in Chajjas complete all as specified and as directed | 1 | Cum | 9,879 ₹9,879 | 9,000 ₹9,000 | 9,000 ₹9,000 | 8,500 ₹8,500 | 350 ₹350 | 9,000 ₹9,000 | 9,100 ₹9,100 | 200 ₹200 Lowest | 9,000 ₹9,000 | 8,700 ₹8,700 | 9,000 ₹9,000 | 9,750 ₹9,750 | 250 ₹250 |
| 4.00 | S & F TMT steel bars 10 mm dia and over, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking end and binding with and including MS wire annealed not less than 0.9 mm dia but in stirrups. | 360 | Kg | 84 ₹30,240 Lowest | 110 ₹39,600 | 100 ₹36,000 | 110 ₹39,600 | 650 ₹2,34,000 | 110 ₹39,600 | 160 ₹57,600 | 500 ₹1,80,000 | 145 ₹52,200 | 135 ₹48,600 | 130 ₹46,800 | 130 ₹46,800 | 555 ₹1,99,800 |
| 5.00 | All as per item No.04 above, but 6 to 8 mm dia | 58 | Kg | 85 ₹4,930 Lowest | 115 ₹6,670 | 100 ₹5,800 | 105 ₹6,090 | 350 ₹20,300 | 110 ₹6,380 | 160 ₹9,280 | 150 ₹8,700 | 145 ₹8,410 | 135 ₹7,830 | 130 ₹7,540 | 130 ₹7,540 | 200 ₹11,600 |
| 6.00 | Taking down chowkats or frames not exceeding 1.5sqm each with shutters (without taking off shutters from the frame) and disposing off complete all as specified | 15 | Each | 364 ₹5,460 | 300 ₹4,500 | 320 ₹4,800 | 80 ₹1,200 Lowest | 200 ₹3,000 | 200 ₹3,000 | 340 ₹5,100 | 100 ₹1,500 | 350 ₹5,250 | 300 ₹4,500 | 500 ₹7,500 | 325 ₹4,875 | 150 ₹2,250 |
| 7.00 | Taking down chowkats or frames exceeding 1.5sqm but not exceeding 4sqm each with shutters (without taking off shutters from the frame) and disposing off complete all as specified | 15 | Each | 519 ₹7,785 | 400 ₹6,000 | 400 ₹6,000 | 90 ₹1,350 Lowest | 155 ₹2,325 | 200 ₹3,000 | 410 ₹6,150 | 99 ₹1,485 | 400 ₹6,000 | 400 ₹6,000 | 750 ₹11,250 | 390 ₹5,850 | 100 ₹1,500 |
| 8.00 | S&F Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically
wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-charge complete all as specified | 130 | Kg | 520 ₹67,600 | 750 ₹97,500 | 700 ₹91,000 | 750 ₹97,500 | 200 ₹26,000 | 750 ₹97,500 | 910 ₹1,18,300 | 125 ₹16,250 Lowest | 900 ₹1,17,000 | 750 ₹97,500 | 700 ₹91,000 | 780 ₹1,01,400 | 165 ₹21,450 |
| 9.00 | S & F Plain colour PVC sheet 2mm thick fixed or laid on to aluminium doors by using rubber based adhesive, supplying & fixing at site as per specification | 8 | Sqm | 364 ₹2,912 | 900 ₹7,200 | 950 ₹7,600 | 650 ₹5,200 | 400 ₹3,200 | 1,250 ₹10,000 | 1,100 ₹8,800 | 300 ₹2,400 Lowest | 1,000 ₹8,000 | 700 ₹5,600 | 750 ₹6,000 | 800 ₹6,400 | 355 ₹2,840 |
| 10.00 | S&F Aluminium alloy wire cloth,0.45mm nominal dia of wire and average width of aperture 1.40mm and fixed with aluminium wire staples all as specified. | 15 | Sqm | 467 ₹7,005 | 750 ₹11,250 | 910 ₹13,650 | 400 ₹6,000 | 100 ₹1,500 | 750 ₹11,250 | 970 ₹14,550 | 25 ₹375 Lowest | 960 ₹14,400 | 1,000 ₹15,000 | 1,000 ₹15,000 | 1,050 ₹15,750 | 55 ₹825 |
Tender Value
Refer Docs
EMD Value
₹76,960
Closing Date
1 Sept 2026, 6:00 pmClosed
GE NAVY PORBANDAR
GE Navy Porbandar Tija Mile Porbandar
SPECIAL REPAIRS TO OLD GUARD ROOM (P-31) AT NAVAL BASE PORBANDAR UNDER GE NAVY PORBANDAR
2026_MES_783860_1
9392/PBR/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
GE NAVY PORBANDAR
Please refer Tender Documents
7 documents required · 7 mandatory
₹500
GE NAVY PORBANDAR
₹76,960
Yes
11 Sept 2026
11 Aug 2026
2 Sept 2026
11 Aug 2026
1 Sept 2026
26 Aug 2026
11 Aug 2026 - 25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of concrete of any description and in any position not otherwise specifically provided for cement concrete (reinforcement cut as required to facilitate demolition) complete including removing debries ouside MD land all as specified and directed. | 4.83 | Cum | - | - |
| 2 | M & L for RCC type M-30 (using 20 mm graded stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves etc, complete all as specified and as directed | 3.2 | Cum | - | - |
| 3 | M & L for RCC type M-30 (using 20 mm graded stone aggregate) as in Chajjas complete all as specified and as directed | 1 | Cum | - | - |
| 4 | S & F TMT steel bars 10 mm dia and over, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking end and binding with and including MS wire annealed not less than 0.9 mm dia but in stirrups. | 360 | Kg | - | - |
| 5 | All as per item No.04 above, but 6 to 8 mm dia | 58 | Kg | - | - |
| 6 | Taking down chowkats or frames not exceeding 1.5sqm each with shutters (without taking off shutters from the frame) and disposing off complete all as specified | 15 | Each | - | - |
| 7 | Taking down chowkats or frames exceeding 1.5sqm but not exceeding 4sqm each with shutters (without taking off shutters from the frame) and disposing off complete all as specified | 15 | Each | - | - |
| 8 | S&F Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically
wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-charge complete all as specified | 130 | Kg | - | - |
| 9 | S & F Plain colour PVC sheet 2mm thick fixed or laid on to aluminium doors by using rubber based adhesive, supplying & fixing at site as per specification | 8 | Sqm | - | - |
| 10 | S&F Aluminium alloy wire cloth,0.45mm nominal dia of wire and average width of aperture 1.40mm and fixed with aluminium wire staples all as specified. | 15 | Sqm | - | - |
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