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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAccepted-AOC | ₹44.0 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹46.1 L+₹2.1 L (4.87%)Rejected-Finance | ₹46.1 L+₹2.1 L (4.87%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹47.3 L+₹3.4 L (7.65%)Rejected-Finance | ₹47.3 L+₹3.4 L (7.65%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹48.0 L+₹4.0 L (9.07%)Rejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | ₹48.0 L+₹4.0 L (9.07%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹49.0 L+₹5.0 L (11.4%)Rejected-Finance | ₹49.0 L+₹5.0 L (11.4%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | Nitesh Enterprise L7 | M/S JAYCONSTRUCTION CO L6 | Sagar Builders L5 | Jyoti Refrigeration L3 | S t modi L1 | SIBS CONTRACTOR L2 | JAMNAGAR ELECTRIC AND MACHINERY CO L8 | k s enterprises L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30 cm deep and averaging 15 cm deep & getting out in any type of soil (i.e. soft/ loose or hard/ dense soil) complete all as specified and as directed. | 187 | Square Metre | 65 ₹12,155 | 100 ₹18,700 | 55 ₹10,285 | 75 ₹14,025 | 53 ₹9,911 | 60 ₹11,220 | 52 ₹9,724 Lowest | 115 ₹21,505 |
| 2.00 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil complete all as specified & as directed. | 237 | Cubic Metre | 400 ₹94,800 | 370 ₹87,690 | 390 ₹92,430 | 320 ₹75,840 | 280 ₹66,360 Lowest | 325 ₹77,025 | 403 ₹95,511 | 335 ₹79,395 |
| 3.00 | Rough excavation exceeding 1.5 m deep but not exceeding 3 m deep and getting out in any type of soil complete all as specified & as directed. | 237 | Cubic Metre | 400 ₹94,800 | 490 ₹1,16,130 | 425 ₹1,00,725 | 445 ₹1,05,465 | 380 ₹90,060 Lowest | 450 ₹1,06,650 | 460 ₹1,09,020 | 486 ₹1,15,182 |
| 4.00 | Rough excavation exceeding 3 m deep but not exceeding 4.5 m deep and getting out in any type of soil complete all as specified & as directed. | 158 | Cubic Metre | 500 ₹79,000 | 560 ₹88,480 | 540 ₹85,320 | 565 ₹89,270 | 460 ₹72,680 | 450 ₹71,100 Lowest | 558 ₹88,164 | 550 ₹86,900 |
| 5.00 | Excavating over areas, not exc 1.5 m deep and getting out in any type of soil complete all as specified & as directed. | 250 | Cubic Metre | 400 ₹1,00,000 | 300 ₹75,000 | 350 ₹87,500 | 345 ₹86,250 | 290 ₹72,500 Lowest | 330 ₹82,500 | 426 ₹1,06,500 | 330 ₹82,500 |
| 6.00 | Excavating over areas, not exc 1.5 m deep and getting out in soft/ disintegrated rock complete all as specified & as directed. | 28 | Cubic Metre | 400 ₹11,200 Lowest | 900 ₹25,200 | 400 ₹11,200 Lowest | 650 ₹18,200 | 721 ₹20,188 | 500 ₹14,000 | 978 ₹27,384 | 950 ₹26,600 |
| 7.00 | 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. | 82 | Cubic Metre | 150 ₹12,300 | 110 ₹9,020 | 125 ₹10,250 | 135 ₹11,070 | 90 ₹7,380 | 80 ₹6,560 Lowest | 132 ₹10,824 | 115 ₹9,430 |
| 8.00 | Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., not exceeding 1.5m high from base complete all as specified and as directed. | 168 | Cubic Metre | 300 ₹50,400 | 170 ₹28,560 | 200 ₹33,600 | 130 ₹21,840 Lowest | 158 ₹26,544 | 150 ₹25,200 | 161 ₹27,048 | 182 ₹30,576 |
| 9.00 | Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 1.5m but not exceeding 3.0m high from base complete all as specified and as directed. | 168 | Cubic Metre | 350 ₹58,800 | 340 ₹57,120 | 400 ₹67,200 | 300 ₹50,400 Lowest | 321 ₹53,928 | 300 ₹50,400 Lowest | 403 ₹67,704 | 350 ₹58,800 |
| 10.00 | Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 3m but not exceeding 4.5m high from base complete all as specified and as directed. | 150 | Cubic Metre | 650 ₹97,500 | 510 ₹76,500 | 750 ₹1,12,500 | 400 ₹60,000 Lowest | 440 ₹66,000 | 450 ₹67,500 | 541 ₹81,150 | 540 ₹81,000 |
Tender Value
₹44.1 L
EMD Value
₹88,200
Closing Date
9 Oct 2025, 6:00 pmClosed
GE (I) Navy Jamnagar
INS Valsura, Jamnagar - 361150
Provision of Retaining Wall at certain locations at INS Valsura, Jamnagar
2025_MES_730940_1
8901/VAL/E8
Open Tender
Miscellaneous Works
Item Rate
150 days
GE (I) Navy Jamnagar
Please refer tender documents.
6 documents required · 6 mandatory
₹500
GE (I) Navy Jamnagar
₹88,200
Yes
15 Oct 2025
15 Sept 2025
11 Oct 2025
15 Sept 2025
9 Oct 2025
4 Oct 2025
Amount
Surface excavation not exc 30 cm deep and averaging 15 cm deep & getting out in any type of soil (i.e. soft/ loose or hard/ dense soil) complete all as specified and as directed.
Rough excavation not exceeding 1.5 m deep and getting out in any type of soil complete all as specified & as directed.
Rough excavation exceeding 1.5 m deep but not exceeding 3 m deep and getting out in any type of soil complete all as specified & as directed.
Rough excavation exceeding 3 m deep but not exceeding 4.5 m deep and getting out in any type of soil complete all as specified & as directed.
Excavating over areas, not exc 1.5 m deep and getting out in any type of soil complete all as specified & as directed.
Excavating over areas, not exc 1.5 m deep and getting out in soft/ disintegrated rock complete all as specified & as directed.
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.
Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., not exceeding 1.5m high from base complete all as specified and as directed.
Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 1.5m but not exceeding 3.0m high from base complete all as specified and as directed.
Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 3m but not exceeding 4.5m high from base complete all as specified and as directed.
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.
M&L for Hand packing (any thickness) of broken stone or boulders of gauge 40 to 80mm at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified & as directed.
M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
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.
M&L for cement concrete 1:2:4 type B1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, roof kerbs, mud stops, coved fillets and the like including weathering, slightly rounded, chamfered angle and throating as directed including use and waste of form work (straight or curved) all exposed surface of concrete finished fair complete all as specified & as directed.
M&L for reinforced cement concrete M-25 grade (Design mix) using 20mm graded crushed stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, base of columns etc., basement slabs, under-reamed piles and mass concrete complete all as specified & as directed. Note :- Reinforcement & formwork shall be measured and paid for separately.
M&L for reinforced cement concrete M-25 grade (Design mix) using 20mm graded crushed stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilaster and buttresses, complete all as specified and as directed. Note :- Reinforcement & formwork shall be measured and paid for separately.
M&L for boulder pitching, hand packed tightly including grouting pitching with cement and sand mortar 1:6 complete all as specified and as directed. Note: Cutting & dressing of stone to make a uniform thickness of stone pitching shall deemed to be included in the quoted rate.
Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished flat surfaces of concrete complete all as specified & as directed.
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter for rough finished flat surfaces of concrete complete all as specified & as directed.
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.
S&F stainless steel (Grade-304) railing made of hollow tubes, channels, plates etc, including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc, of required size for gate with suitable arrangement as per approval of Engineer-in-Charge. (for payment purpose only weight of stainless steel members shall be considered excluding accessories such as nuts, bolts, faterners etc).
M&L for 75mm thick PCC 1:4:8, type D2 (using 40 mm graded crushed stone aggregate) as in sub-floors, sub-bases, floors and pavings, etc finished fair and even complete all as specified & as directed.
M&L for machine pressed coloured chequered cement concrete tiles of size 295x295x25 mm thick with grey cement and pigments, set and jointed in neat cement slurry in floors and pointed with coloured cement to match the shade of tiles and laying over & including 15 mm thick screed bed in CM 1:6 complete all as specified and as directed. Notes: (i) Quoted rate shall deemed to be inclusive of cement screed. (ii) Colour & design / pattern of tiles shall be got approved from GE before incorporation in the work.
M&L for rendering 5 mm thick in cement mortar 1:4 on concrete surfaces of RCC walls (on exposed surface), finished even & smooth without using extra cement complete all as specified and as directed.
S&F 110 mm bore PVC (SWR) pipes single socketed in any length pressure rating 6kg/ Sq.cm. laid in slope in weep holes, complete all as specified & as directed.
SIBS CONTRACTOR (BID ID -3445294)
Jyoti Refrigeration (BID ID -3445253)
k s enterprises (BID ID -3446298)
Sagar Builders (BID ID -3444374)
M/S JAYCONSTRUCTION CO (BID ID -3443185)
Nitesh Enterprise (BID ID -3442758)
JAMNAGAR ELECTRIC AND MACHINERY CO (BID ID -3445317)
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