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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC 77 KAILASH PURI BIKANER RAJASTHAN PIN 334001 | BIKANER | RAJASTHAN | 334001 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | l2₹4.2 L+₹21,970 (5.52%)Rejected-Finance | l2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹4.4 L+₹39,020 (9.80%)Rejected-Finance PANCHAYATI RAJ ROHTAK | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹5.6 L+₹1.6 L (39.9%)Rejected-Finance | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹5.7 L+₹1.8 L (44.4%)Rejected-Finance | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | GB Group & Co L1 | SHRI BHIKSHU ART AND CONSTRUCTION CO L2 | HOODA CONSTRUCTION COMPANY L3 | Nikhat nirman L5 | Savitri Enterprises L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and getting out in any type of soil complete all as specified and directed. | 4 | Cum | 200 ₹800 | 200 ₹800 | 200 ₹800 | 800 ₹3,200 | 150 ₹600 Lowest |
| 2.00 | M&L plain cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified & directed. | 5 | Cum | 2,500 ₹12,500 | 1,800 ₹9,000 Lowest | 2,700 ₹13,500 | 3,200 ₹16,000 | 2,400 ₹12,000 |
| 3.00 | M&L reinforced cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in Foundations, footings, bases for columns, etc complete all as specified & directed. | 1.5 | Cum | 3,800 ₹5,700 | 3,200 ₹4,800 Lowest | 3,900 ₹5,850 | 6,000 ₹9,000 | 5,000 ₹7,500 |
| 4.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, for rough finished concrete surfaces all as specified & directed. | 14 | Sqm | 300 ₹4,200 | 450 ₹6,300 | 220 ₹3,080 Lowest | 650 ₹9,100 | 500 ₹7,000 |
| 5.00 | M&L Mild steel TMT bars 10mm dia and over as in reinforcement cut to length bent to shape required including bending,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia complete all as specified & directed. | 150 | Kg | 80 ₹12,000 Lowest | 80 ₹12,000 Lowest | 90 ₹13,500 | 125 ₹18,750 | 110 ₹16,500 |
| 6.00 | M&L Mild steel TMT bars 6 to 8 mm dia as in reinforcement cut to length bent to shape required including bending,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia complete all as specified & directed. | 50 | Kg | 80 ₹4,000 Lowest | 85 ₹4,250 | 95 ₹4,750 | 125 ₹6,250 | 110 ₹5,500 |
| 7.00 | S&F Mild steel screw bolts (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, length of bolt exc 22.5 cm and n exc 30cm long and dia 16 to 20 mm complete all as specified & directed. | 20 | Kg | 80 ₹1,600 Lowest | 100 ₹2,000 | 120 ₹2,400 | 300 ₹6,000 | 150 ₹3,000 |
| 8.00 | M&L Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 | 2,000 | Kg | 95 ₹1,90,000 | 90 ₹1,80,000 Lowest | 100 ₹2,00,000 | 140 ₹2,80,000 | 150 ₹3,00,000 |
| 9.00 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified | 174 | Sqm | 675 ₹1,17,450 Lowest | 800 ₹1,39,200 | 750 ₹1,30,500 | 890 ₹1,54,860 | 800 ₹1,39,200 |
| 10.00 | M&L preparation of new or previously untreated steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed. | 30 | Sqm | 140 ₹4,200 | 60 ₹1,800 Lowest | 70 ₹2,100 | 95 ₹2,850 | 80 ₹2,400 |
Tender Value
₹4.8 L
EMD Value
₹9,611
Closing Date
7 Feb 2026, 6:00 pmClosed
AGE (I) R AND D JODHPUR
AGE (I) R AND D DEFENCE LABORATORY JODHPUR
Provn of Parking Shed for Ambulance at MI Room and Fire Fighting Vehicle at Fire Safety Group at Defence Laboratory Jodhpur
2026_MES_749710_1
8728/E8
Open Tender
Civil Works
Item Rate
120 days
AGE (I) R AND D JODHPUR
AS PER TENDER DOCUMENT
7 documents required · 7 mandatory
₹300
AGE (I) R AND D JODHPUR
₹9,611
Yes
17 Mar 2026
22 Jan 2026
9 Feb 2026
22 Jan 2026
7 Feb 2026
31 Jan 2026
23 Jan 2026 - 30 Jan 2026
Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and getting out in any type of soil complete all as specified and directed.
M&L plain cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified & directed.
M&L reinforced cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in Foundations, footings, bases for columns, etc complete all as specified & directed.
Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, for rough finished concrete surfaces all as specified & directed.
M&L Mild steel TMT bars 10mm dia and over as in reinforcement cut to length bent to shape required including bending,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia complete all as specified & directed.
M&L Mild steel TMT bars 6 to 8 mm dia as in reinforcement cut to length bent to shape required including bending,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia complete all as specified & directed.
S&F Mild steel screw bolts (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, length of bolt exc 22.5 cm and n exc 30cm long and dia 16 to 20 mm complete all as specified & directed.
M&L Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240
S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
M&L preparation of new or previously untreated steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in Soft /loose soil
Hardcore of gauge n exc. 63 mm, Broken stone or bouldersdeposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface
M&L 60 mm thick, M-35 grade, rubber moulded, machine pressed precast concrete inter locking paver block using colour pigment, confirming to IS 15658-2006, shape & size as approved by AGE(I), laid over and including 25mm thick sand cushioning complete all as specified & directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified & directed.
M&L plain cement concrete (1:2:4) type B-1using 20mm graded crushed stone aggregate as in kerbs or benching complete all as specified & directed.
Returning filling in, including spreading, leveling, watering and well ramming in layers n. exc 25 cm thick in any type of soil complete all as specified and as directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point
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