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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.4 LAccepted-AOC | ₹43.4 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹44.0 L+₹63,662.15 (1.47%)Rejected-Finance INDEX NO E 53 CWE BHUJ OPP SHRI HALARI BHANUSHALI WADI OUTSIDE KHAMBHALIYA GATE NR PAVAN CHAKKI JAMNAGAR 361005 | JAMNAGAR | JAMNAGAR | GUJARAT | 361005 | ₹44.0 L+₹63,662.15 (1.47%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹44.3 L+₹85,883.24 (1.98%)Rejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | ₹44.3 L+₹85,883.24 (1.98%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹44.4 L+₹1.0 L (2.34%)Rejected-Finance 58 MODERN MARKET NEAR AMBER CINEMA JAMNAGAR | JAMNAGAR | ₹44.4 L+₹1.0 L (2.34%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹44.8 L+₹1.4 L (3.26%)Rejected-Finance | ₹44.8 L+₹1.4 L (3.26%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | M/s.Bhavin Electricals L1 | fakhrie apostrical L4 | M/S JAYCONSTRUCTION CO L5 | JAMNAGAR ELECTRIC AND MACHINERY CO L3 | JAYESH TRADING CORPORATION L7 | Shah Associates L2 | 1R K Traders L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brickwork/PCC block or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc and removal of entire debris as ordered outside MoD land complete all as specified and as directed. | 14 | Cubic Metre | 400 ₹5,600 | 445 ₹6,230 | 489 ₹6,846 | 385 ₹5,390 Lowest | 442 ₹6,188 | 390 ₹5,460 | 521 ₹7,294 |
| 2.00 | Excavating over areas, not exc 1.5 m deep and getting out in any type of soil complete all as specified & as directed. | 946 | Cubic Metre | 330 ₹3,12,180 | 352 ₹3,32,992 | 369 ₹3,49,074 | 310 ₹2,93,260 | 361 ₹3,41,506 | 320 ₹3,02,720 | 290 ₹2,74,340 Lowest |
| 3.00 | Excavating over areas, exc 1.5 m deep but not exc 3.0 m deep and getting out in any type of soil complete all as specified & as directed. | 130 | Cubic Metre | 390 ₹50,700 | 400 ₹52,000 | 419 ₹54,470 | 360 ₹46,800 | 441 ₹57,330 | 380 ₹49,400 | 340 ₹44,200 Lowest |
| 4.00 | Excavating over areas, exc 1.5 m deep but not exc 3.0 m deep and getting out in soft/ disintegrated rock complete all as specified & as directed. | 50 | Cubic Metre | 850 ₹42,500 | 750 ₹37,500 | 869 ₹43,450 | 811 ₹40,550 | 754 ₹37,700 | 650 ₹32,500 | 460 ₹23,000 Lowest |
| 5.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed. | 315.59 | Cubic Metre | 125 ₹39,448.75 | 120 ₹37,870.8 | 129 ₹40,711.11 | 138 ₹43,551.42 | 88 ₹27,771.92 Lowest | 130 ₹41,026.7 | 90 ₹28,403.1 |
| 6.00 | Removing excavated 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. | 681 | Cubic Metre | 260 ₹1,77,060 | 220 ₹1,49,820 | 239 ₹1,62,759 | 266 ₹1,81,146 | 168 ₹1,14,408 Lowest | 250 ₹1,70,250 | 180 ₹1,22,580 |
| 7.00 | Removing excavated soft/ disintegrated rock 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. | 50 | Cubic Metre | 280 ₹14,000 | 250 ₹12,500 | 244 ₹12,200 | 277 ₹13,850 | 243 ₹12,150 | 260 ₹13,000 | 210 ₹10,500 Lowest |
| 8.00 | 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. | 168.71 | Cubic Metre | 1,300 ₹2,19,323 | 1,190 ₹2,00,764.9 | 1,277 ₹2,15,442.67 | 1,222 ₹2,06,163.62 | 1,500 ₹2,53,065 | 1,100 ₹1,85,581 | 1,000 ₹1,68,710 Lowest |
| 9.00 | 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. | 111.92 | Cubic Metre | 4,250 ₹4,75,660 | 3,900 ₹4,36,488 Lowest | 4,323 ₹4,83,830.16 | 4,200 ₹4,70,064 | 4,334 ₹4,85,061.28 | 4,335 ₹4,85,173.2 | 4,800 ₹5,37,216 |
| 10.00 | M&L for cement concrete 1:2:4 type B1, using 20 mm graded crushed stone aggregate as in surface channels and drains complete all as specified and as directed. | 13 | Cubic Metre | 5,400 ₹70,200 | 5,225 ₹67,925 Lowest | 5,353 ₹69,589 | 5,800 ₹75,400 | 5,661 ₹73,593 | 5,335 ₹69,355 | 5,425 ₹70,525 |
Tender Value
₹43.7 L
EMD Value
₹87,340
Closing Date
25 Sept 2025, 6:00 pmClosed
GE (I) Navy Jamnagar
INS Valsura, Jamnagar - 361 150
Provision of Storm Water Drainage from Watch Tower No. 2 to 5 area at INS Valsura, Jamnagar
2025_MES_729665_1
8893/VAL/E8
Open Tender
Civil Works
Item Rate
150 days
GE (I) Navy Jamnagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE (I) Navy Jamnagar
₹87,340
Yes
15 Oct 2025
6 Sept 2025
27 Sept 2025
6 Sept 2025
25 Sept 2025
20 Sept 2025
Amount
Demolition of brickwork/PCC block or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc and removal of entire debris as ordered outside MoD land complete all as specified and 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, exc 1.5 m deep but not exc 3.0 m deep and getting out in any type of soil complete all as specified & as directed.
Excavating over areas, exc 1.5 m deep but not exc 3.0 m deep and getting out in soft/ disintegrated rock complete all as specified & as directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed.
Removing excavated 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.
Removing excavated soft/ disintegrated rock 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 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 20 mm graded crushed stone aggregate as in surface channels and drains 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 factory made pre cast cement concrete 1:3:6 type C1 (using 20 mm graded crushed stone aggregate) block masonry with solid blocks, exceeding 10 cm in width and setting in cement mortar 1:4 complete all as specified & as directed.
M&L for precast RCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for man holes, drains etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including placing in position and set in CM (1:6) complete all as specified & as directed. Note :- Reinforcement shall be measured and paid for separately under respective item of this Schedule.
Extra for forming fair finished drain or channel upto 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred, stopped, ends etc complete all as specified & as directed.
M&L for walling of random rubble, brought upto courses, well bonded, bedded and solidly hearted stone masonry built in cement mortar 1:6 complete all as specified & as directed.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exc 20mm, Granite or Trap stone, complete all as specified & as directed.
S&F mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, framed signed boards, walk ways, railings, framework of water tanks and similar work including welding conforming to Fe.290 (Gde E-165), 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.
M&L for 100mm 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 100 mm thick PCC 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) as in floors, pavings, etc finished fair and even, complete all as specified & as directed.
M&L for rendering 10 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even & smooth without using extra cement complete all as specified and as directed.
M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 complete all as specified & as directed.
M&L for preparation of new steel and iron surfaces of any description over 10 cm in width or girth and applying two coats of 1st quality synthetic enamel paint of approved tint over a coat of zinc chrome primer complete all as specified & as directed.
M&L for Reinforced concrete pipe 150 mm bore, Class NP2 with collars, laid to slope & jointed in cement mortar (1:1) fixed through the RR masonry boundary wall below ground level with and including making hole of suitable size through RR masonry boundary wall from internal surface to external surface for storm water outlet and making good the disturbed surface with PCC 1:2:4 (type B0) and/or CM 1:3 and tested on completion, complete all as specified and as directed. Notes:- (i) The pipe shall be fixed slightly slanting towards outer face of wall as directed. (ii) Making hole for suitable size through the wall & making good in PCC 1:2:4 (type B0)/ CM 1:3 as required shall deemed to be included in quoted rates.
M&L for Reinforced concrete pipe 600 mm bore, Class NP3 with collars, laid to slope in trenches & jointed in cement mortar (1:1) and tested on completion, complete all as specified and as directed.
Shah Associates (BID ID -3434865)
JAMNAGAR ELECTRIC AND MACHINERY CO (BID ID -3434750)
fakhrie apostrical (BID ID -3434288)
M/S JAYCONSTRUCTION CO (BID ID -3434646)
1R K Traders (BID ID -3434057)
JAYESH TRADING CORPORATION (BID ID -3434840)
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