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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₹9.4 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.8 Cr+₹1.5 Cr (15.8%)Rejected-Finance | L2 | Rejected-Finance Quoted Higher than L1 | |
| 3 | L3₹11.7 Cr+₹2.3 Cr (24.6%)Rejected-Finance DUMKA ROAD OPPOSITE IRRIGATION COLONY JAMTARA JHARKHAND 815351 | JAMTARA | JHARKHAND | 815351 | L3 | Rejected-Finance Quoted Higher than L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically Not Qualified. |
| Sl No | Description | Qty | Unit | MADAN LAL BAJAJ CONSTRUCTION PRIVATE LIMITED L3 | Shri Balaji Construction L1 | ms sidhi vinayak construction L2 |
|---|---|---|---|---|---|---|
| 1.00Note: The tender rate should be inclusive of all taxes, duties, cess, fee , royalty charges etc. levied under any statute but exclusive of GST. | ||||||
| 1.01 | 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.
All kinds of soil | 4,400 | Cum | 270 ₹11,88,000 | 200 ₹8,80,000 Lowest | 225 ₹9,90,000 |
| 1.02 | 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. | 1,500 | Cum | 500 ₹7,50,000 | 230 ₹3,45,000 Lowest | 500 ₹7,50,000 |
| 1.03 | 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 lift upto 1.5 m. | 4,150 | Cum | 210 ₹8,71,500 | 300 ₹12,45,000 | 125 ₹5,18,750 Lowest |
| 1.04 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. | 460 | Cum | 700 ₹3,22,000 | 800 ₹3,68,000 | 600 ₹2,76,000 Lowest |
| 1.05 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
All kinds of soil. | 3,330 | Cum | 200 ₹6,66,000 | 50 ₹1,66,500 Lowest | 50 ₹1,66,500 Lowest |
| 1.06 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
Ordinary or hard rock. | 840 | Cum | 200 ₹1,68,000 | 300 ₹2,52,000 | 150 ₹1,26,000 Lowest |
| 1.07 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 270 | Cum | 2,200 ₹5,94,000 | 900 ₹2,43,000 Lowest | 2,000 ₹5,40,000 |
| 1.08 | Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 585 | litre | 200 ₹1,17,000 Lowest | 500 ₹2,92,500 | 225 ₹1,31,625 |
| 1.09 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:
With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | 130 | Mtr. | 50 ₹6,500 Lowest | 200 ₹26,000 | 250 ₹32,500 |
Tender Value
₹11.1 Cr
EMD Value
₹22.2 L
Closing Date
14 Sept 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
O/o AGM(E-C),B.M. Airport, Ranchi.
O/o AGM(E-C),B.M. Airport, Ranchi.
Reconfiguration of Existing Terminal Building at B.M. Airport, Ranchi
2024_AAI_204606_1
AAI/RC/Reconfiguration/2024
Open Tender
Civil Works
Works
270 days
B.M. Airport
Please refer tender document
4 documents required · 4 mandatory
₹3,540
₹22.2 L
7 Jan 2025
12 Aug 2024
23 Sept 2024
12 Aug 2024
14 Sept 2024
12 Aug 2024
12 Aug 2024 - 20 Aug 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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.
All kinds of soil | 4,400 | Cum | - | - |
| 1.02 | 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. | 1,500 | Cum | - | - |
| 1.03 | 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 lift upto 1.5 m. | 4,150 | Cum | - | - |
| 1.04 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. | 460 | Cum | - | - |
| 1.05 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
All kinds of soil. | 3,330 | Cum | - | - |
| 1.06 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
Ordinary or hard rock. | 840 | Cum | - | - |
| 1.07 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 270 | Cum | - | - |
| 1.08 | Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 585 | litre | - | - |
| 1.09 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:
With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | 130 | Mtr. | - | - |
| 1.1 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 1,050 | Sqm | - | - |
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