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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.0 LAccepted-AOC MAHARAJA SOCIETY HAPA YARD ROAD NR ALFA PAN STREET NO 6 O S KALWADGET JAMNAGAR GUJ | ₹39.0 L | L1 | Accepted-AOC L1 AND REASONABLE |
| 2 | L2₹40.3 L+₹1.3 L (3.35%)Rejected-Finance | ₹40.3 L+₹1.3 L (3.35%) | L2 | Rejected-Finance other than lowest bidder |
| 3 | L3₹41.7 L+₹2.8 L (7.08%)Rejected-Finance | ₹41.7 L+₹2.8 L (7.08%) | L3 | Rejected-Finance other than lowest bidder |
| 4 | L4₹43.5 L+₹4.5 L (11.6%)Rejected-Finance 434 4TH FLOOR CROSS ROAD OPP DKV COLLEGE JAMNAGAR GUJARAT 361 008 | JAMNAGAR | GUJARAT | 361008 | ₹43.5 L+₹4.5 L (11.6%) | L4 | Rejected-Finance other than lowest bidder |
| 5 | L5₹47.6 L+₹8.7 L (22.3%)Rejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | ₹47.6 L+₹8.7 L (22.3%) | L5 | Rejected-Finance other than lowest bidder |
| Sl No | Description | Qty | Unit | Dhanraj Construction Co L4 | Jyoti Refrigeration L8 | Prime Decor L6 | M/s Jagdish Machinery Stores L5 | SIBS CONTRACTOR L9 | suvidhiconstruction L7 | ABR Trading Co L2 | sanu enterprise L1 | M/s Shivan Enterprise L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches in any type of soil n exc 1.5m deep and not exc 1.5m depth for laying ofpipes in hard and dense soin and getting out complete all as specified and as directed by Engineer-in-Charge. | 8.1 | Cum | 450 ₹3,645 | 745 ₹6,034.5 | 456 ₹3,693.6 | 385 ₹3,118.5 | 400 ₹3,240 | 427 ₹3,458.7 | 350 ₹2,835 | 200 ₹1,620 Lowest | 900 ₹7,290 |
| 2.00 | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point.complete all as specified and as directed by Engineer-in-Charge. | 8.1 | Cum | 350 ₹2,835 | 329 ₹2,664.9 | 300 ₹2,430 | 385 ₹3,118.5 | 200 ₹1,620 | 223 ₹1,806.3 | 150 ₹1,215 Lowest | 200 ₹1,620 | 600 ₹4,860 |
| 3.00 | Material and labour for spreading course sand complete all as specified and as directed by Engineer-in-Charge. | 2.7 | Cum | 900 ₹2,430 | 424 ₹1,144.8 | 400 ₹1,080 | 385 ₹1,039.5 | 300 ₹810 | 333 ₹899.1 | 1,200 ₹3,240 | 1,200 ₹3,240 | 250 ₹675 Lowest |
| 4.00 | Material and labour for spreading broken stone/boulder aggregate for loose filling, of gauge 40mm to 80mm graded complete all as specified and directed by Engineer-in-charge. | 16.2 | Cum | 950 ₹15,390 Lowest | 5,121 ₹82,960.2 | 4,545 ₹73,629 | 5,200 ₹84,240 | 7,400 ₹1,19,880 | 2,165 ₹35,073 | 1,100 ₹17,820 | 1,200 ₹19,440 | 2,000 ₹32,400 |
| 5.00 | Material and labour for spreading spreading aggregate for loose filling of gauge 80mm to 150mm graded complete all as specified and directed by Engineer-in-charge. | 21.8 | Cum | 950 ₹20,710 Lowest | 6,235 ₹1,35,923 | 7,000 ₹1,52,600 | 6,580 ₹1,43,444 | 6,400 ₹1,39,520 | 2,659 ₹57,966.2 | 1,100 ₹23,980 | 1,200 ₹26,160 | 2,000 ₹43,600 |
| 6.00 | Material and labour for plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate cum as in foundation, filling in mass concrete complete all as specified and as directed by Engineer-in-Charge. | 5.4 | Cum | 6,500 ₹35,100 | 6,598 ₹35,629.2 | 8,500 ₹45,900 | 9,000 ₹48,600 | 5,400 ₹29,160 | 5,498 ₹29,689.2 | 4,500 ₹24,300 Lowest | 4,500 ₹24,300 Lowest | 6,000 ₹32,400 |
| 7.00 | M&L PCC 1:2:4 type B1 (using 20 mm graded crushed granite stone aggregate ) as in filling for road cutting and for copping of poles and filling under valve chamber including necessary form work complete all as specified and as directed by Engineer-in-Charge. | 5.4 | Cum | 6,500 ₹35,100 | 5,648 ₹30,499.2 | 8,900 ₹48,060 | 10,000 ₹54,000 | 9,400 ₹50,760 | 8,596 ₹46,418.4 | 5,500 ₹29,700 Lowest | 6,000 ₹32,400 | 6,800 ₹36,720 |
| 8.00 | Material and labour for burnt clay brick work, using subclass 'B' old bricks, straigh or curved cum 12040 plain exceeding 6 mtr mean radius, built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. | 5.4 | Cum | 7,000 ₹37,800 | 6,544 ₹35,337.6 | 6,400 ₹34,560 | 7,450 ₹40,230 | 8,400 ₹45,360 | 7,599 ₹41,034.6 | 5,000 ₹27,000 | 4,500 ₹24,300 Lowest | 7,000 ₹37,800 |
| 9.00 | M & L for 15 mm thick rendering in CM 1:4 on fair faces of brick work / concrete work and finished even& smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. | 30 | Sqm | 500 ₹15,000 | 512 ₹15,360 | 256 ₹7,680 | 300 ₹9,000 | 450 ₹13,500 | 296 ₹8,880 | 210 ₹6,300 | 200 ₹6,000 Lowest | 200 ₹6,000 Lowest |
| 10.00 | Material and labour for boring 250mm dia upto 30meter depth below ground level including 150mm PVC casing upto 20mtr in any kind of soil strata including hard stone/boulder etc complete all as specified and as directed by Engineer-in-Charge.. | 360 | RM | 800 ₹2,88,000 | 845 ₹3,04,200 | 1,000 ₹3,60,000 | 1,245 ₹4,48,200 | 968 ₹3,48,480 | 845 ₹3,04,200 | 480 ₹1,72,800 Lowest | 2,000 ₹7,20,000 | 750 ₹2,70,000 |
Tender Value
₹44.6 L
EMD Value
₹89,500
Closing Date
13 May 2026, 6:00 pmClosed
GE (A) JAMNAGAR
INFANTRY LINES JAMNAGAR
PROVN OF ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING UNDER JAL SHAKTI ABHIYAN LOC IN 12 GARH RIF SOMNATH ENCLAVE, KPL 27 MADRAS, LAKHOTA ENCLAVE AND 12 MICRO BOREWELL FOR GROUND WATER RECHARGE WELL ALONGWITH FILTER BED AT MIL STN JAMNAGAR
2026_MES_761432_1
8211
Open Tender
Civil Works
Item Rate
180 days
JAMNAGAR
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE ARMY JAMNAGAR
₹89,500
16 Jul 2026
22 Apr 2026
15 May 2026
23 Apr 2026
13 May 2026
6 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches in any type of soil n exc 1.5m deep and not exc 1.5m depth for laying ofpipes in hard and dense soin and getting out complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - |
| - | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point.complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - |
| - | Material and labour for spreading course sand complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - |
| - | Material and labour for spreading broken stone/boulder aggregate for loose filling, of gauge 40mm to 80mm graded complete all as specified and directed by Engineer-in-charge. | - | Cum | - | - |
| - | Material and labour for spreading spreading aggregate for loose filling of gauge 80mm to 150mm graded complete all as specified and directed by Engineer-in-charge. | - | Cum | - | - |
| - | Material and labour for plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate cum as in foundation, filling in mass concrete complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - |
| - | M&L PCC 1:2:4 type B1 (using 20 mm graded crushed granite stone aggregate ) as in filling for road cutting and for copping of poles and filling under valve chamber including necessary form work complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - |
| - | Material and labour for burnt clay brick work, using subclass 'B' old bricks, straigh or curved cum 12040 plain exceeding 6 mtr mean radius, built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - |
| - | M & L for 15 mm thick rendering in CM 1:4 on fair faces of brick work / concrete work and finished even& smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. | - | Sqm | - | - |
| - | Material and labour for boring 250mm dia upto 30meter depth below ground level including 150mm PVC casing upto 20mtr in any kind of soil strata including hard stone/boulder etc complete all as specified and as directed by Engineer-in-Charge.. | - | RM | - | - |
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