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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC MAHARAJA SOCIETY HAPA YARD ROAD NR ALFA PAN STREET NO 6 O S KALWADGET JAMNAGAR GUJ | L1 | Accepted-AOC Accepted for acceptance being lowest. | |
| 2 | L2₹30.0 L+₹2.1 L (7.39%)Rejected-Finance 622 INDRAPRASTH COMPLEX PANCHESWAR TOWER ROAD JAMNAGAR 361 001 | JAMNAGAR | GUJARAT | 361001 | L2 | Rejected-Finance Not L1. | |
| 3 | L3₹30.6 L+₹2.7 L (9.52%)Rejected-Finance | L3 | Rejected-Finance Not L1. | |
| 4 | L4₹30.9 L+₹3.0 L (10.6%)Rejected-Finance SHOP NO 102 A ONE COMPLEX K V ROAD VILLAGE TOWN JAMNAGAR CITY JAMNAGAR JAMNAGAR GUJARAT 361001 INDIA | JAMNAGAR | GUJARAT | 361001 | L4 | Rejected-Finance Not L1. | |
| 5 | L5₹31.5 L+₹3.5 L (12.6%)Rejected-Finance AIR FORCE ROAD NEAR BRIDEES CORP KHELTIWADI RATIY N 9306 JAMNAGAR GUJARAT 361 006 | JAMNAGAR | JAMNAGAR | GUJARAT | 361006 | L5 | Rejected-Finance Not L1. |
| Sl No | Description | Qty | Unit | kudrat enterprise L2 | badri glass and construction L7 | EVEREST BUILDERS L4 | JAMNAGAR ELECTRIC AND MACHINERY CO L9 | sanu enterprise L1 | SohanandCompany L5 | S.G.ENGINEERING COMPANY L3 | S t modi L8 | KRISHNA ENTERPRISE L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed. | 539.72 | Sqm | 75 ₹40,479 | 34 ₹18,350.48 | 40 ₹21,588.8 | 55 ₹29,684.6 | 30 ₹16,191.6 Lowest | 200 ₹1,07,944 | 58 ₹31,303.76 | 40 ₹21,588.8 | 99 ₹53,432.28 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed. | 82 | Each | 140 ₹11,480 | 153 ₹12,546 | 130 ₹10,660 | 300 ₹24,600 | 100 ₹8,200 Lowest | 200 ₹16,400 | 255 ₹20,910 | 221 ₹18,122 | 180 ₹14,760 |
| 3.00 | Excavation in trenches n.exc 1.50 meter wide & n.exc 1.50 meter depth for foundations etc shafts, well cesspits, manholes, pier holes etc n.exc 10.00 sqm on plan and getting out in soft / loose soil complete all as specified and directed. | 28.3 | Cum | 350 ₹9,905 | 253 ₹7,159.9 Lowest | 400 ₹11,320 | 380 ₹10,754 | 300 ₹8,490 | 280 ₹7,924 | 300 ₹8,490 | 292 ₹8,263.6 | 590 ₹16,697 |
| 4.00 | Removing excavated soil exc 250 m and n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 77.93 | Cum | 150 ₹11,689.5 | 72 ₹5,610.96 | 80 ₹6,234.4 | 150 ₹11,689.5 | 200 ₹15,586 | 100 ₹7,793 | 460 ₹35,847.8 | 134 ₹10,442.62 | 40 ₹3,117.2 Lowest |
| 5.00 | M&L for Maroom / red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled & rammed including watering complete all as specified and directed. | 92.85 | Cum | 650 ₹60,352.5 | 453 ₹42,061.05 | 300 ₹27,855 Lowest | 380 ₹35,283 | 500 ₹46,425 | 600 ₹55,710 | 990 ₹91,921.5 | 453 ₹42,061.05 | 795 ₹73,815.75 |
| 6.00 | M&L for hardcore of broken stone of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 64.36 | Cum | 1,050 ₹67,578 | 953 ₹61,335.08 | 400 ₹25,744 Lowest | 1,300 ₹83,668 | 800 ₹51,488 | 850 ₹54,706 | 1,660 ₹1,06,837.6 | 786 ₹50,586.96 | 900 ₹57,924 |
| 7.00 | M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 7.05 | Cum | 3,800 ₹26,790 | 4,000 ₹28,200 | 4,800 ₹33,840 | 4,800 ₹33,840 | 4,000 ₹28,200 | 3,500 ₹24,675 | 4,200 ₹29,610 | 4,253 ₹29,983.65 | 3,200 ₹22,560 Lowest |
| 8.00 | M & L for 75 mm thick cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed. | 532.8 | Sqm | 350 ₹1,86,480 | 300 ₹1,59,840 | 300 ₹1,59,840 | 360 ₹1,91,808 | 300 ₹1,59,840 | 150 ₹79,920 Lowest | 350 ₹1,86,480 | 253 ₹1,34,798.4 | 279 ₹1,48,651.2 |
| 9.00 | M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver block s as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. | 532.8 | Sqm | 710 ₹3,78,288 | 800 ₹4,26,240 | 650 ₹3,46,320 Lowest | 850 ₹4,52,880 | 700 ₹3,72,960 | 850 ₹4,52,880 | 690 ₹3,67,632 | 834 ₹4,44,355.2 | 790 ₹4,20,912 |
| 10.00 | M&L for filleting in any position and to any shape and the section of fillet exc. 25 sq cm but N exc. 50 sq cm in cement mortar 1:4 including all mitres, stops, etc. complete all as specified and directed. | 69.6 | RM | 120 ₹8,352 | 110 ₹7,656 | 100 ₹6,960 | 225 ₹15,660 | 100 ₹6,960 | 70 ₹4,872 | 50 ₹3,480 Lowest | 172 ₹11,971.2 | 149 ₹10,370.4 |
Tender Value
₹38.5 L
EMD Value
₹77,000
Closing Date
8 Sept 2026, 6:00 pmClosed
GE (AF) JAMNAGAR NO.2
Air Force-II, Udhyog Nagar, Jamnagar - 361004
PROVN OF CERTAIN SANCTION WORKS AT AF-I AND AF-II UNDER GE (AF) JAMNAGAR NO.2
2026_MES_784965_1
8672/E8
Open Tender
Civil Works
Item Rate
180 days
JAMNAGAR
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE (AF) JAMNAGAR NO.2
₹77,000
Yes
19 Sept 2026
18 Aug 2026
10 Sept 2026
18 Aug 2026
8 Sept 2026
1 Sept 2026
19 Aug 2026 - 31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed. | 539.72 | Sqm | - | - |
| 0.0 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed. | 82 | Each | - | - |
| 0.0 | Excavation in trenches n.exc 1.50 meter wide & n.exc 1.50 meter depth for foundations etc shafts, well cesspits, manholes, pier holes etc n.exc 10.00 sqm on plan and getting out in soft / loose soil complete all as specified and directed. | 28.3 | Cum | - | - |
| 0.0 | Removing excavated soil exc 250 m and n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 77.93 | Cum | - | - |
| 0.0 | M&L for Maroom / red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled & rammed including watering complete all as specified and directed. | 92.85 | Cum | - | - |
| 0.0 | M&L for hardcore of broken stone of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 64.36 | Cum | - | - |
| 0.0 | M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 7.05 | Cum | - | - |
| 0.0 | M & L for 75 mm thick cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed. | 532.8 | Sqm | - | - |
| 0.0 | M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver block s as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. | 532.8 | Sqm | - | - |
| 0.0 | M&L for filleting in any position and to any shape and the section of fillet exc. 25 sq cm but N exc. 50 sq cm in cement mortar 1:4 including all mitres, stops, etc. complete all as specified and directed. | 69.6 | RM | - | - |
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