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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-AOC 74 SHIV NAGAR KUMHARPURA GIRD GWALIOR MADHYA PRADESH | GWALIOR | MADHYA PRADESH | 474001 | ₹23.9 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹27.9 LRejected-Finance | ₹27.9 L | L2 | Rejected-Finance BEING OTHER THAN L1 |
| 3 | L3₹29.5 LRejected-Finance NEAR ST XAVIER S SCHOOL BABINA CANTT DISTT JHANSI UP 284401 | JHANSI | UTTAR PRADESH | 284401 | ₹29.5 L | L3 | Rejected-Finance BEING OTHER THAN L1 |
| 4 | L4₹32.3 LRejected-Finance | ₹32.3 L | L4 | Rejected-Finance BEING OTHER THAN L1 |
| 5 | L5₹34.5 LRejected-Finance | ₹34.5 L | L5 | Rejected-Finance BEING OTHER THAN L1 |
| Sl No | Description | Qty | Unit | M/s Jai Durga Construction L2 | R.B. ENTERPRISES L5 | SHRI VINAYAK CONSTRUCTION COMPANY L4 | MAANVI CONSTRUCTION L6 | VEER SINGH CONSTRUCTION L3 | DEEPAK SHARMA L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cu. m, and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, and removing excavated n exc 50m depositing where directed at a level n exc. 1.5 m above the starting point and all as specified and directed. | 870 | Each | 150 ₹1.3 L | 600 ₹5.2 L | 500 ₹4.3 L | 400 ₹3.5 L | 250 ₹2.2 L | 120 ₹1.0 L |
| 2.00 | Excavating in trenches, n exc 1.5 m in depth; for foundation, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed by Engr-in-Charge. | 6.8 | cum | 800 ₹5,440 | 400 ₹2,720 | 700 ₹4,760 | 500 ₹3,400 | 1,000 ₹6,800 | 150 ₹1,020 |
| 3.00 | M & L for Plain cement concrete 1:3:6 type C-2 (using 20mm graded crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 238 | Cum | 3,800 ₹9.0 L | 6,500 ₹15.5 L | 3,000 ₹7.1 L | 5,000 ₹11.9 L | 4,000 ₹9.5 L | 3,650 ₹8.7 L |
| 4.00 | Returning, filling in , including spreading , levelling, watering and well ramming in layers not exc. 25 cm complete all as specified and directed. | 3.8 | Cum | 500 ₹1,900 | 6,000 ₹22,800 | 400 ₹1,520 | 100 ₹380 | 400 ₹1,520 | 80 ₹304 |
| 5.00 | Removing excavated material to a dist n.exc. 50m and depositing where directed at a level n.exc. 1.5m above the starting point. | 3 | Cum | 800 ₹2,400 | 4,000 ₹12,000 | 500 ₹1,500 | 500 ₹1,500 | 500 ₹1,500 | 100 ₹300 |
| 6.00 | M&L for Providing reinforced cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate as in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area exc 100 sq. cm, but n exc 250 Sqcm with or without chamfered angles and flat, splayed, rounded or mitred tops including for necessary moulds/forms and forming holes complete all as specified and directed. | 42 | Cum | 5,000 ₹2.1 L | 4,500 ₹1.9 L | 10,000 ₹4.2 L | 5,200 ₹2.2 L | 6,000 ₹2.5 L | 5,300 ₹2.2 L |
| 7.00 | M&L for reinforced cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate as in foundations, footings, plinth beams, bases for columns, etc. and mass concrete complete all as specified and directed. | 1.1 | Cum | 6,500 ₹7,150 | 4,500 ₹4,950 | 70,000 ₹77,000 | 5,500 ₹6,050 | 5,200 ₹5,720 | 4,000 ₹4,400 |
| 8.00 | M&L for reinforced cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate as in column, pillar etc complete etc all as specified and directed. | 2 | Cum | 7,000 ₹14,000 | 4,800 ₹9,600 | 70,000 ₹1.4 L | 5,500 ₹11,000 | 5,200 ₹10,400 | 4,200 ₹8,400 |
| 9.00 | M&L for 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 complete all as specified and directed. | 3 | Sqm | 1,000 ₹3,000 | 250 ₹750 | 1,000 ₹3,000 | 500 ₹1,500 | 500 ₹1,500 | 350 ₹1,050 |
| 10.00 | M&L for Formwork to sides of pillars, posts, wall, struts, piers, columns and stanchions complete all as specified and directed. | 10 | Sqm | 800 ₹8,000 | 250 ₹2,500 | 1,000 ₹10,000 | 500 ₹5,000 | 500 ₹5,000 | 550 ₹5,500 |
Updated dates
Tender Value
₹43.4 L
EMD Value
₹86,800
Closing Date
1 Dec 2025, 6:00 pmClosed
GE(AF) TA GWALIOR
GE (AF) TA GWALIOR-474020
PROVISION OF CERTAIN WKS SERVICES FOR DEMARCATION OF RANGE AREA AT SINGPUR AT AF STN GWALIOR
2025_MES_737073_1
8900/1631/GWL/E8
Open Tender
Civil Works
180 days
GWALIOR
Please ref tender documents
7 documents required · 7 mandatory
₹500
GE(AF) TA GWALIOR
₹86,800
Yes
8 Jan 2026
27 Oct 2025
8 Dec 2025
27 Oct 2025
1 Dec 2025
17 Nov 2025
Amount
Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cu. m, and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, and removing excavated n exc 50m depositing where directed at a level n exc. 1.5 m above the starting point and all as specified and directed.
Excavating in trenches, n exc 1.5 m in depth; for foundation, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed by Engr-in-Charge.
M & L for Plain cement concrete 1:3:6 type C-2 (using 20mm graded crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed.
Returning, filling in , including spreading , levelling, watering and well ramming in layers not exc. 25 cm complete all as specified and directed.
Removing excavated material to a dist n.exc. 50m and depositing where directed at a level n.exc. 1.5m above the starting point.
M&L for Providing reinforced cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate as in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area exc 100 sq. cm, but n exc 250 Sqcm with or without chamfered angles and flat, splayed, rounded or mitred tops including for necessary moulds/forms and forming holes complete all as specified and directed.
M&L for reinforced cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate as in foundations, footings, plinth beams, bases for columns, etc. and mass concrete complete all as specified and directed.
M&L for reinforced cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate as in column, pillar etc complete etc all as specified and directed.
M&L for 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 complete all as specified and directed.
M&L for Formwork to sides of pillars, posts, wall, struts, piers, columns and stanchions complete all as specified and directed.
S & F TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, fencing post , hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
All sa per item No 11 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed.
S&F galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and including galvanised MS wire, staples or steel pin etc complete all as specified and directed. Note :- Each line of wire to be measured.
M&L for Framed work as in doors or gates of angle or other tubular hollow sections with necessary welding, cutting jointig, drilling holes etc guide rails, braces, etc using MS plate /MS sheet to be prepared for hanging or sliding gates and including hooks, purpose made higes, hold fasts etc complete all as specified and directed.
M&L for preparation of new or previously untreated surfaces of steel 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 primer complete all as specified and directed.
M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 and finished the surface even and smooth without using extra cement.
M&L for preparation of newly plastered surface of wall and applying three coats of white wash complete all as specified and directed.
Excavating in post holes (or similar holes) in soft/disintegrated rock each n exc 0.5 cu. m, and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, and removing excavated n exc 50m depositing where directed at a level n exc. 1.5 m above the starting point and all as specified and directed.
M/s Jai Durga Construction (BID ID -3481421)
VEER SINGH CONSTRUCTION (BID ID -3481493)
SHRI VINAYAK CONSTRUCTION COMPANY (BID ID -3486832)
R.B. ENTERPRISES (BID ID -3480954)
MAANVI CONSTRUCTION (BID ID -3487026)
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