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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-Finance 96 2 SIDDHAI APPARTMENT A WARD DUDHALI KOLHAPUR MAHARASHTRA KOLHAPUR MAHARASHTRA 416012 UDYAM MH 15 0047917 | KOLHAPUR | MAHARASHTRA | 416012 | L1 | Accepted-Finance L1 Bidder | |
| 2 | L2₹3.2 Cr+₹8.9 L (2.82%)Rejected-Finance PLOT NO 146 MALHAR BUNGALOW G BLOCK MIDC SHAHU NAGAR CHINCHWAD PUNE | PUNE | PUNE | MAHARASHTRA | 411019 | L2 | Rejected-Finance Not L1 | |
| 3 | L3₹3.6 Cr+₹41.4 L (13.1%)Rejected-Finance | L3 | Rejected-Finance Not L1 | |
| 4 | L4₹3.7 Cr+₹50.1 L (15.9%)Rejected-Finance | L4 | Rejected-Finance Not L1 | |
| 5 | L5₹3.8 Cr+₹61.9 L (19.6%)Rejected-Finance | L5 | Rejected-Finance Not L1 |
| Sl No | Description | Qty | Unit | Oracle Construction And Infrastructure Company L5 | Shri Laxminarayan Construction L1 | M/s P N Nagane L2 | ABHAY SHASHIKANT TENDULKAR L3 | Manan Constructions L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual 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 for all lift, as directed by Engineer-incharge.
All kinds of soil | 1,098 | cum | 175 ₹1,92,150 | 70 ₹76,860 Lowest | 150 ₹1,64,700 | 170 ₹1,86,660 | 175 ₹1,92,150 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual 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 1.5 m, as directed by Engineer-incharge.
Ordinary rock | 1,299 | cum | 500 ₹6,49,500 | 310 ₹4,02,690 | 200 ₹2,59,800 Lowest | 480 ₹6,23,520 | 500 ₹6,49,500 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual 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 1.5 m, as directed by Engineer-incharge.
Hard Rock (blasting prohibited) | 13 | cum | 944 ₹12,272 | 1,000 ₹13,000 | 800 ₹10,400 Lowest | 1,395 ₹18,135 | 1,100 ₹14,300 |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 170 | cum | 250 ₹42,500 | 90 ₹15,300 Lowest | 220 ₹37,400 | 247 ₹41,990 | 200 ₹34,000 |
| 5.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
Ordinary rock | 190 | cum | 777 ₹1,47,630 | 310 ₹58,900 Lowest | 525 ₹99,750 | 605 ₹1,14,950 | 550 ₹1,04,500 |
| 6.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
Hard Rock (blasting prohibited) | 210 | cum | 1,326 ₹2,78,460 | 900 ₹1,89,000 | 700 ₹1,47,000 Lowest | 1,450 ₹3,04,500 | 1,100 ₹2,31,000 |
| 7.00 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 230 | meter | 111 ₹25,530 Lowest | 180 ₹41,400 | 250 ₹57,500 | 300 ₹69,000 | 200 ₹46,000 |
| 8.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. | 2,660 | cum | 175 ₹4,65,500 | 500 ₹13,30,000 | 150 ₹3,99,000 Lowest | 165 ₹4,38,900 | 175 ₹4,65,500 |
| 9.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 13,800 | sqm | 80 ₹11,04,000 | 5 ₹69,000 Lowest | 5 ₹69,000 Lowest | 32 ₹4,41,600 | 8 ₹1,10,400 |
| 10.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 21 | cum | 4,995 ₹1,04,895 Lowest | 6,000 ₹1,26,000 | 6,500 ₹1,36,500 | 7,700 ₹1,61,700 | 5,800 ₹1,21,800 |
Tender Value
₹4.0 Cr
EMD Value
₹11.9 L
Closing Date
15 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SM (E-C), Kolhapur Airport
O/o SM (E-C), AAI, Kolhapur Airport
Construction of Guest House and Transit / Hostel Accommodation at Kolhapur Airport.
2025_AAI_245111_1
AAI/KOP/Engg-(C)/GH-TA/2025-26
Open Tender
Civil Works - Buildings
Item Rate
365 days
Kolhapur Airport
2 documents required · 2 mandatory
₹1,180
₹11.9 L
O/o SM (E-C), Kolhapur Airport
3 Dec 2025
14 Aug 2025
16 Sept 2025
15 Aug 2025
15 Sept 2025
15 Aug 2025
15 Aug 2025 - 22 Aug 2025
20 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual 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 for all lift, as directed by Engineer-incharge.
All kinds of soil | 1,098 | cum | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual 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 1.5 m, as directed by Engineer-incharge.
Ordinary rock | 1,299 | cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual 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 1.5 m, as directed by Engineer-incharge.
Hard Rock (blasting prohibited) | 13 | cum | - | - |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 170 | cum | - | - |
| 5 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
Ordinary rock | 190 | cum | - | - |
| 6 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
Hard Rock (blasting prohibited) | 210 | cum | - | - |
| 7 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 230 | meter | - | - |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. | 2,660 | cum | - | - |
| 9 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 13,800 | sqm | - | - |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 21 | cum | - | - |
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