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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹37.0 L+₹2.0 L (5.74%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹38.0 L+₹3.0 L (8.49%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹38.1 L+₹3.1 L (8.89%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹38.2 L+₹3.2 L (9.12%)Admitted-Finance PLOT NO 76 CIV SOCIETY MUKUND NAGAR AHMEDNAGAR 414001 | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | 414001 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s AG PATHAN L8 | Maruti Abhiyantriki L9 | M/S. M. F. Sharif & Co. L4 | OM SAI ASSOCIATES L6 | M/s. N D Karande L7 | Arihant Construction L3 | RAJESH NARAYAN DHADGE L1 | MATOSHREE CONSTRUCTION L2 | HG PATHAN CONSTRUCTION COMPANY L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 80 | Cum | 200 ₹16,000 | 160 ₹12,800 | 150 ₹12,000 | 150 ₹12,000 | 155 ₹12,400 | 200 ₹16,000 | 217 ₹17,360 | 110 ₹8,800 Lowest | 170 ₹13,600 |
| 2.00 | .-Ditto- all as per Ser item 1 above but exc 1.5m and n.exc 3.0 m depth | 8 | Cum | 250 ₹2,000 | 160 ₹1,280 | 280 ₹2,240 | 130 ₹1,040 Lowest | 155 ₹1,240 | 230 ₹1,840 | 266 ₹2,128 | 150 ₹1,200 | 150 ₹1,200 |
| 3.00 | 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 and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 48 | Cum | 200 ₹9,600 | 160 ₹7,680 | 180 ₹8,640 | 130 ₹6,240 | 155 ₹7,440 | 200 ₹9,600 | 157 ₹7,536 | 110 ₹5,280 Lowest | 135 ₹6,480 |
| 4.00 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, compaction of earth filling is ordered to be carried out under optimum moisture conditions to the specified percentage of standard proctor density not less than 95 per cent, | 48 | Cum | 1,000 ₹48,000 | 250 ₹12,000 Lowest | 900 ₹43,200 | 250 ₹12,000 Lowest | 470 ₹22,560 | 750 ₹36,000 | 1,178 ₹56,544 | 250 ₹12,000 Lowest | 320 ₹15,360 |
| 5.00 | M&L Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete. | 9.6 | Cum | 4,500 ₹43,200 | 3,400 ₹32,640 | 5,400 ₹51,840 | 3,700 ₹35,520 | 3,300 ₹31,680 | 4,100 ₹39,360 | 475 ₹4,560 Lowest | 3,500 ₹33,600 | 3,500 ₹33,600 |
| 6.00 | M&L for Reinforced cement concrete M25 (design mix) in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified. | 28 | Cum | 6,800 ₹1,90,400 | 7,600 ₹2,12,800 | 7,500 ₹2,10,000 | 8,000 ₹2,24,000 | 7,500 ₹2,10,000 | 9,000 ₹2,52,000 | 6,650 ₹1,86,200 Lowest | 7,500 ₹2,10,000 | 8,200 ₹2,29,600 |
| 7.00 | M&L for form work to sides of rough finished concrete foundations, foootings, bases of columns, raft and raft beams, sides and soffits if any of foundation and plinth beams and similar work vertical or to batter compelte all as specified and as directed by Engineer in Charge. | 75.6 | Sqm | 300 ₹22,680 Lowest | 325 ₹24,570 | 300 ₹22,680 Lowest | 400 ₹30,240 | 320 ₹24,192 | 400 ₹30,240 | 451 ₹34,095.6 | 350 ₹26,460 | 350 ₹26,460 |
| 8.00 | M&L for Reinforced cement concrete M25 (design mix) in columns,pillars, piers, posts and struts etc complete all as specified. | 9 | Cum | 6,800 ₹61,200 Lowest | 7,600 ₹68,400 | 7,500 ₹67,500 | 8,500 ₹76,500 | 7,500 ₹67,500 | 9,000 ₹81,000 | 8,217 ₹73,953 | 8,500 ₹76,500 | 7,900 ₹71,100 |
| 9.00 | M&L for form work to sides of Pillars, posts, struts, piers, columns and sanctions | 97.2 | Sqm | 300 ₹29,160 Lowest | 325 ₹31,590 | 300 ₹29,160 Lowest | 400 ₹38,880 | 320 ₹31,104 | 450 ₹43,740 | 475 ₹46,170 | 350 ₹34,020 | 350 ₹34,020 |
| 10.00 | M&L for Reinforced cement concrete M25 (design mix) in Beams, cantilevers, bressumers, lintels over 1.5m span, complete all as specified. | 9 | Cum | 6,800 ₹61,200 Lowest | 7,600 ₹68,400 | 7,500 ₹67,500 | 8,500 ₹76,500 | 7,500 ₹67,500 | 9,000 ₹81,000 | 7,600 ₹68,400 | 8,500 ₹76,500 | 8,000 ₹72,000 |
Tender Value
₹41.2 L
EMD Value
₹83,000
Closing Date
9 Sept 2026, 6:00 pmClosed
Garrison Engineer (North) Ahilyanagar
Military Engineer Services Garrison Engineers (North) Nagar Pathardi Road Ahilyanagar Fort Ahilyanagar 414 002
SPECIAL REPAIRS AND ADDN/ ALTN TO CERTAIN RESIDENTIAL QTRS AT MOTIBAGH AREA UNDER GE (N) AHILYANAGAR.
2026_MES_785108_1
8282/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer (North) Ahilyanagar
As per NIT
8 documents required · 8 mandatory
₹500
Garrison Engineer (North) Ahilyanagar
₹83,000
Yes
23 Sept 2026
19 Aug 2026
11 Sept 2026
19 Aug 2026
9 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 80 | Cum | 100 | ₹8,000 |
| 2 | .-Ditto- all as per Ser item 1 above but exc 1.5m and n.exc 3.0 m depth | 8 | Cum | 100 | ₹800 |
| 3 | 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 and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge | 48 | Cum | 100 | ₹4,800 |
| 4 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, compaction of earth filling is ordered to be carried out under optimum moisture conditions to the specified percentage of standard proctor density not less than 95 per cent, | 48 | Cum | 100 | ₹4,800 |
| 5 | M&L Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete. | 9.6 | Cum | 100 | ₹960 |
| 6 | M&L for Reinforced cement concrete M25 (design mix) in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified. | 28 | Cum | 100 | ₹2,800 |
| 7 | M&L for form work to sides of rough finished concrete foundations, foootings, bases of columns, raft and raft beams, sides and soffits if any of foundation and plinth beams and similar work vertical or to batter compelte all as specified and as directed by Engineer in Charge. | 75.6 | Sqm | 100 | ₹7,560 |
| 8 | M&L for Reinforced cement concrete M25 (design mix) in columns,pillars, piers, posts and struts etc complete all as specified. | 9 | Cum | 100 | ₹900 |
| 9 | M&L for form work to sides of Pillars, posts, struts, piers, columns and sanctions | 97.2 | Sqm | 100 | ₹9,720 |
| 10 | M&L for Reinforced cement concrete M25 (design mix) in Beams, cantilevers, bressumers, lintels over 1.5m span, complete all as specified. | 9 | Cum | 100 | ₹900 |
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