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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.5 LAdmitted-Finance | ₹40.5 L | L1 | Admitted-Finance |
| 2 | L2₹41.7 LAdmitted-Finance | ₹41.7 L | L2 | Admitted-Finance |
| 3 | L3₹44.9 LAdmitted-Finance | ₹44.9 L | L3 | Admitted-Finance |
| 4 | L4₹47.6 LAdmitted-Finance WANIAWAD BHUJ KUTCH PIN 370 001 | KACHCHH | GUJARAT | 370001 | ₹47.6 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ASHAPURA CONTRACTOR L1 | M/s Pal Builders L3 | M/s Bombay Novelty Stores L4 | BHAVANI PROVISION STORES L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cu. m, getting out in soft/loose soil ,returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, | 21 | EACH | 400 ₹8,400 | 100 ₹2,100 | 80 ₹1,680 | 200 ₹4,200 |
| 2.00 | Removing, excavated material n.exc 50 m and deposited where directed at a level n.exc 1.5m from the starting point. | 5.67 | Cum | 365 ₹2,069.55 | 80 ₹453.60 | 85 ₹481.95 | 200 ₹1,134 |
| 3.00 | M&L PCC (1:3:6)Type C2 using 40mm graded stone aggregate as in foundation mass concrete complete all as specified. | 5.67 | um | 7,000 ₹39,690 | 4,000 ₹22,680 | 4,500 ₹25,515 | 5,000 ₹28,350 |
| 4.00 | S & F steel work in tubular trusses incl special shaped washer etc complete using ERW ,RSH SSH or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and as directed. | 3,237 | Kg | 145 ₹4.7 L | 150 ₹4.9 L | 155 ₹5.0 L | 145 ₹4.7 L |
| 5.00 | S&F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates all as specified | 160 | Kg | 155 ₹24,800 | 160 ₹25,600 | 155 ₹24,800 | 135 ₹21,600 |
| 6.00 | S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment all as specified | 320 | Kg | 200 ₹64,000 | 180 ₹57,600 | 200 ₹64,000 | 130 ₹41,600 |
| 7.00 | S&F mild steel for wind ties for roof including securing bolts ,incuding cutting tops to shape as directed , drilling holes and similar works conforming to Fe-290 Gde E-165 | 100 | Kg | 145 ₹14,500 | 180 ₹18,000 | 200 ₹20,000 | 120 ₹12,000 |
| 8.00 | M&L Pre-painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed with self tapping screws as specified. | 156 | Sqm | 855 ₹1.3 L | 1,300 ₹2.0 L | 1,500 ₹2.3 L | 980 ₹1.5 L |
| 9.00 | M&L or preparation of new or previously untreated steel surface of any description not otherwise described , n.exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. | 195 | Sqm | 155 ₹30,225 | 100 ₹19,500 | 150 ₹29,250 | 90 ₹17,550 |
| 10.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 52.5 | Cum | 425 ₹22,312.50 | 200 ₹10,500 | 150 ₹7,875 | 150 ₹7,875 |
Updated dates
Tender Value
₹44.4 L
EMD Value
₹88,800
Closing Date
14 May 2026, 6:00 pmClosed
GE (AF) BHUJ
GE (AF) BHUJ ,KHAVDA ROAD, BHUJ GUJARAT-370001
SPECIAL REPAIRS TO SEWAGE LINE SEPTIC TANK MANHOLE SOAK WELLS AND CONNECTED MISC WORK OF OFFCERS MESS AREA, PROVN OF WEATHER SHELTER FOR POL SHED AT LGS SECTION AND PROVN OF ALTERNATE EXIT GATE FOR NWSA AT AIR FORCE STN BHUJ
2026_MES_760587_1
8889/V/E8
Open Tender
Civil Works
120 days
GE (AF) BHUJ
As per Tender Document
8 documents required · 8 mandatory
₹500
GE (AF) BHUJ
₹88,800
Yes
19 May 2026
18 Apr 2026
16 May 2026
18 Apr 2026
14 May 2026
2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cu. m, getting out in soft/loose soil ,returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, | - | EACH | - | - | |
Removing, excavated material n.exc 50 m and deposited where directed at a level n.exc 1.5m from the starting point. | - | Cum | - | - | |
M&L PCC (1:3:6)Type C2 using 40mm graded stone aggregate as in foundation mass concrete complete all as specified. | - | um | - | - | |
S & F steel work in tubular trusses incl special shaped washer etc complete using ERW ,RSH SSH or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and as directed. | - | Kg | - | - | |
S&F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates all as specified | - | Kg | - | - | |
S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment all as specified | - | Kg | - | - | |
S&F mild steel for wind ties for roof including securing bolts ,incuding cutting tops to shape as directed , drilling holes and similar works conforming to Fe-290 Gde E-165 | - | Kg | - | - | |
M&L Pre-painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed with self tapping screws as specified. | - | Sqm | - | - | |
M&L or preparation of new or previously untreated steel surface of any description not otherwise described , n.exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. | - | Sqm | - | - | |
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | - | Cum | - | - |
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