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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.2 LAccepted-Finance 0 PARNERA DHODIA WAD PARNERA VALSAD GUJARAT 396001 UDYAM GJ 25 0047109 | VALSAD | GUJARAT | 396001 | ₹9.2 L | L-1 | Accepted-Finance Lowest |
| 2 | L-2₹10.2 LRejected-Finance C O BHAGYODAY STORES BAZAR CHOWK NALIYA KUTCH 370 655 | KACHCHH | GUJARAT | 370655 | ₹10.2 L | L-2 | Rejected-Finance Due to not Lowest |
| 3 | Rejected-Technical OFFICE 4 B JAY TENAMENT MADHUWAN PARK II BEHIND NIRMAL NAGAR RAMESHWAR NAGAR JAMNAGAR 361006 | JAMNAGAR | GUJARAT | 361006 | - | - | Rejected-Technical Rejected Due to same sl no2 IP Address |
| Sl No | Description | Qty | Unit | Krishna Engineering L2 | Laxmi Enterprise L1 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and average 15 cm deep and getting out in hard/dense soil complete all as specified and directed. | 60.48 | Sqm | 135 ₹8,164.80 | 100 ₹6,048 |
| 2.00 | Excavation in trenches for foundations n exc 1.5 ,depth and n exc 1.5 m wide in hard/dense soil complete all as specified and directed. | 11.52 | Cum | 685 ₹7,891.20 | 660 ₹7,603.20 |
| 3.00 | M&L for PCC type D2 1:4:8 using 40 mm graded crushed stone aggregates as in foundation, filling and mass concrete complete all as specified. | 4.7 | Cum | 5,790 ₹27,213 | 5,400 ₹25,380 |
| 4.00 | M&L for Pre-cast cement concrete block masonry type C1 (1:3:6) (20 mm graded aggregate) set in 1:6 Cement mortar with solid blocks, exc. 10cm in width and setting in mortar complete all as specified and directed. | 27.65 | Cum | 8,650 ₹2.4 L | 8,400 ₹2.3 L |
| 5.00 | M & L for 15 mm thick rendering on rough faces of brick work or concrete burfaces in cement sand mortar 1:4 as in external surfaces of walls finished fair even and smooth complete all as specified and directed. | 216.32 | Sqm | 330 ₹71,385.60 | 290 ₹62,732.80 |
| 6.00 | M & L for Screed Bed 15 mm thick in Cement Mortar (1:4) complete all as specified and as directed. finished fair even and smooth with using extra cement. complete all as specified and directed. | 23.04 | Sqm | 330 ₹7,603.20 | 290 ₹6,681.60 |
| 7.00 | M & L for preparation of surfaces and applying two coats of exterior acrylic paint to external surfaces of walls complete all as specified and directed. | 216.32 | Sqm | 195 ₹42,182.40 | 130 ₹28,121.60 |
| 8.00 | Excavating in post holes (or similar holes) each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50m and making good surface, work in Hard/dense soil, complete all as specified. | 64 | Each | 395 ₹25,280 | 390 ₹24,960 |
| 9.00 | S&F Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats,gusset plates,wind ties etc of Fe410- W(GdeE-250) quality-B complete all as specified and directed. | 2,275 | Kg | 175 ₹4.0 L | 150 ₹3.4 L |
| 10.00 | S&F for pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to walls, fixed with self tapping screws complete all as specified and directed. | 82.88 | Sqm | 815 ₹67,547.20 | 850 ₹70,448 |
Updated dates
Tender Value
₹9.7 L
EMD Value
₹19,400
Closing Date
12 Mar 2026, 6:00 pmClosed
Garrison Engineer (AF) Naliya No. 1
Garrison Engineer (AF) Naliya No. 1
PROVN OF NEW FIRE POINTS AT VARIOUS LOCATION AT AF STN NALIYA
2026_MES_752794_1
8098/E8
Open Tender
Miscellaneous Works
180 days
Air Force Station Naliya
As per Tender Documents
7 documents required · 7 mandatory
₹500
GE(AF) Naliya No. 1
₹19,400
Yes
1 Jun 2026
14 Feb 2026
14 Mar 2026
14 Feb 2026
12 Mar 2026
28 Feb 2026
Surface excavation not exceeding 30 cm deep and average 15 cm deep and getting out in hard/dense soil complete all as specified and directed.
Excavation in trenches for foundations n exc 1.5 ,depth and n exc 1.5 m wide in hard/dense soil complete all as specified and directed.
M&L for PCC type D2 1:4:8 using 40 mm graded crushed stone aggregates as in foundation, filling and mass concrete complete all as specified.
M&L for Pre-cast cement concrete block masonry type C1 (1:3:6) (20 mm graded aggregate) set in 1:6 Cement mortar with solid blocks, exc. 10cm in width and setting in mortar complete all as specified and directed.
M & L for 15 mm thick rendering on rough faces of brick work or concrete burfaces in cement sand mortar 1:4 as in external surfaces of walls finished fair even and smooth complete all as specified and directed.
M & L for Screed Bed 15 mm thick in Cement Mortar (1:4) complete all as specified and as directed. finished fair even and smooth with using extra cement. complete all as specified and directed.
M & L for preparation of surfaces and applying two coats of exterior acrylic paint to external surfaces of walls complete all as specified and directed.
Excavating in post holes (or similar holes) each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50m and making good surface, work in Hard/dense soil, complete all as specified.
S&F Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats,gusset plates,wind ties etc of Fe410- W(GdeE-250) quality-B complete all as specified and directed.
S&F for pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to walls, fixed with self tapping screws complete all as specified and directed.
S&F for pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to walls, fixed with self tapping screws complete all as specified and directed.
S&F mild steel , plain, black sheet, 1.25 mm thick in wall cladding, steel gates, and similar work cut to size, holes punched including round headed screws, clouts nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams including bending or turning up mitred angle etc as required complete all as specified and directed.
M&L preparation of steel surfaces and applying two coats of synthetic enamel paint exceeding 10 cm width or girth over a coat of red oxide primer complete all as specified and directed.
Mild steel screw bolts of 5 to 10 mm dia (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long complete all as specified and directed.
Returning filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed.
Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed complete all as specified and directed.
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