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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-Finance | ₹4.0 Cr | L1 | Accepted-Finance Agency being L1. |
| 2 | L2₹4.6 Cr+₹59.1 L (14.7%)Rejected-Finance | ₹4.6 Cr+₹59.1 L (14.7%) | L2 | Rejected-Finance Agency quoted higher than L1. |
| 3 | L3₹5.0 Cr+₹1.0 Cr (25.2%)Rejected-Finance | ₹5.0 Cr+₹1.0 Cr (25.2%) | L3 | Rejected-Finance Agency quoted higher than L1. |
| 4 | L4₹5.7 Cr+₹1.7 Cr (43.0%)Rejected-Finance A 104 SYMPHONY PLOT NO 9 NEAR SAHJANAND CHOWK HARMU RANCHI 834002 | RANCHI | JHARKHAND | 834002 | ₹5.7 Cr+₹1.7 Cr (43.0%) | L4 | Rejected-Finance Agency quoted higher than L1. |
| 5 | Rejected-Technical 11A 2 PRATAP NAGAR WEST MAHOLI ROAD MATHURA UTTAR PRADESH 281001 | MATHURA | MATHURA | UTTAR PRADESH | 281001 | - | - | Rejected-Technical Technically NOT Qualified. |
| Sl No | Description | Qty | Unit | R K MISHRA AND COMPANY L2 | Excel Venture Construction Pvt. Ltd. L4 | SANDEEP KUMAR TIWARY L3 | M/S JAI MAA DURGA CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|
| 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 for all lift, as directed by Engineer-incharge.
All kinds of soil | 8,750 | Cum | 90 ₹7,87,500 Lowest | 150.02 ₹13,12,675 | 220 ₹19,25,000 | 250 ₹21,87,500 |
| 1.02 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 20,700 | Sqm | 75 ₹15,52,500 Lowest | 175 ₹36,22,500 | 100 ₹20,70,000 | 125 ₹25,87,500 |
| 1.03 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
With rapid setting bitumen emulsion
On W.B.M / W.M.M. @ 0.4kg/sqm | 10,350 | Sqm | 40 ₹4,14,000 | 50 ₹5,17,500 | 60 ₹6,21,000 | 25 ₹2,58,750 Lowest |
| 1.04 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
With rapid setting bitumen emulsion
On bituminous surface @ 0.25kg/sqm | 33,120 | Sqm | 30 ₹9,93,600 | 82.84 ₹27,43,660.8 | 45 ₹14,90,400 | 25 ₹8,28,000 Lowest |
| 1.05 | Providing and laying of Hot Mix Dense Bituminous Macadam (DBM) using crushed stone aggregate of quality, size and grading as specified and cement filler of quality as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in-Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strenght, surface accuracy complete [for tendering purpose VG bitumen of grade *(VG-10/VG-20/VG-30) shall be taken as 110 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material]. | 520 | Cum | 10,800 ₹56,16,000 | 11,500 ₹59,80,000 | 11,800 ₹61,36,000 | 8,500 ₹44,20,000 Lowest |
| 1.06 | Providing and laying of Hot Mix Semi Dense Asphaltic Concrete (SDAC) using crushed stone aggregates of quality, size and grading as specified and cement as filler of quality as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in-Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strenght, surface accuracy complete [for tendering purpose VG bitumen of grade *(VG-10/VG-20/VG-30) content shall be taken as 120 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material] | 1,660 | Cum | 12,000 ₹1,99,20,000 | 12,500 ₹2,07,50,000 | 11,500 ₹1,90,90,000 | 9,600 ₹1,59,36,000 Lowest |
| 1.07 | Supplying and laying Moorum in layers of 20cm finished depth, breaking clods/ over size material, removal of stumps/roots and the like & watering, grading/levelling each layer with dozers/grader and rolling every layer with vibratory roller/ earth compactor of minimum 8-12 tonnes capacity and dressing to the required grade, camber and slope complete as per specifications and as directed by the Engineer-in-charge.
(The item includes cost of work, payment of necessary royalty, carriage of Moorum upto work site for all leads and lifts involved. The work to be carried out as per MoRTH specifications. Payment to be made for compacted quantity only).
(As per MoRTH Specifications) | 2,800 | Cum | 810 ₹22,68,000 Lowest | 2,250 ₹63,00,000 | 1,200 ₹33,60,000 | 1,150 ₹32,20,000 |
| 1.08 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 | 2,950 | Cum | 2,750 ₹81,12,500 | 3,000 ₹88,50,000 | 2,800 ₹82,60,000 | 2,045 ₹60,32,750 Lowest |
| 1.09 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | 2,280 | Cum | 2,800 ₹63,84,000 | 3,200 ₹72,96,000 | 3,200 ₹72,96,000 | 2,045 ₹46,62,600 Lowest |
Tender Value
₹5.5 Cr
EMD Value
₹16.4 L
Closing Date
27 Aug 2025, 6:00 pmClosed
SM (E-C), AAI, B.M. Airport, Ranchi
O/o SM (E-C), AAI, B.M. Airport, Ranchi
Construction and widening of Perimeter Road as per approved norms at B.M. Airport, Ranchi.
2025_AAI_244138_1
AAI/RC/SM(E-C)/Perimeter road/2025-26
Open Tender
Civil Works
Item Rate
270 days
AAI, B.M. Airport
Please refer tender documents
19 documents required · 19 mandatory
₹1,770
₹16.4 L
AAI, B.M. Airport, Ranchi
22 Sept 2025
6 Aug 2025
29 Aug 2025
7 Aug 2025
27 Aug 2025
7 Aug 2025
7 Aug 2025 - 20 Aug 2025
22 Aug 2025
Amount
Note: The tender rate should be inclusive of all taxes, duties, cess, fee , royalty charges etc. levied under any statute but exclusive of GST.
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
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm
Providing and laying of Hot Mix Dense Bituminous Macadam (DBM) using crushed stone aggregate of quality, size and grading as specified and cement filler of quality as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in-Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strenght, surface accuracy complete [for tendering purpose VG bitumen of grade *(VG-10/VG-20/VG-30) shall be taken as 110 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material].
Providing and laying of Hot Mix Semi Dense Asphaltic Concrete (SDAC) using crushed stone aggregates of quality, size and grading as specified and cement as filler of quality as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in-Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strenght, surface accuracy complete [for tendering purpose VG bitumen of grade *(VG-10/VG-20/VG-30) content shall be taken as 120 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material]
Supplying and laying Moorum in layers of 20cm finished depth, breaking clods/ over size material, removal of stumps/roots and the like & watering, grading/levelling each layer with dozers/grader and rolling every layer with vibratory roller/ earth compactor of minimum 8-12 tonnes capacity and dressing to the required grade, camber and slope complete as per specifications and as directed by the Engineer-in-charge. (The item includes cost of work, payment of necessary royalty, carriage of Moorum upto work site for all leads and lifts involved. The work to be carried out as per MoRTH specifications. Payment to be made for compacted quantity only). (As per MoRTH Specifications)
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
R K MISHRA AND COMPANY (BID ID -892018)
SANDEEP KUMAR TIWARY (BID ID -891770)
Excel Venture Construction Pvt. Ltd. (BID ID -887207)
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