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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC A 111 POONAM ORBIT 1ST FLOOR BEH DEEPAK HOSPITAL QUEENS PARK MIRA BHAVANDAR ROAD MIRA ROAD E THANE 401107 | MIRA ROAD E | THANE | MAHARASHTRA | 401107 | ₹2.2 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹2.3 CrRejected-Finance | ₹2.3 Cr | L2 | Rejected-Finance L2 Bidder Not Qualified |
| 3 | L3₹2.6 CrRejected-Finance | ₹2.6 Cr | L3 | Rejected-Finance L3 Bidder Not Qualified |
| 4 | Rejected-Technical 1202 MANSHI ADINARAYAN PLOT NO 2 280 JAWAHAR NAGAR OPP ST JOHN SCHOOL S V ROAD GOREGAON W MUMBAI 400 062 | 400062 | - | - | Rejected-Technical Not qualified |
| 5 | Rejected-Technical 601 B WING ANTARISKH CHS NEHARU NAGAR KURLA MUMBAI | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400024 | - | - | Rejected-Technical Not qualified |
| Sl No | Description | Qty | Unit | NAMAN INFRASTRUCTURE L3 | K N RAI L2 | Vikash Enterprises L1 |
|---|---|---|---|---|---|---|
| 1.00 | Providing & laying stone soling for level / base course with stone of size 100mm to 250mm with screenings & filler materials(combination of aggregates & stone dust etc.) including packing, ramming and dressing, etc. complete and as per direction of Engineer incharge.(Payment shall be made for compacted thickness only) | 1,050 | Cum | 2,000 ₹21 L | 1,600 ₹16.8 L | 1,210 ₹12.7 L |
| 2.00 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 900 mm dia RCC pipes. | 1,050 | Metre | 5,500 ₹57.8 L | 6,150 ₹64.6 L | 5,480 ₹57.5 L |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns | 1,000 | Sqm | 600 ₹6 L | 430 ₹4.3 L | 330 ₹3.3 L |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator of 0.9 cum bucket capacity) in all kinds of soil including all types of rocks excluding hard rock over areas including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, transporting and unloading to the embankment/filling location within all lifts and lead upto 1000m and leveling the dumped earth etc. complete as directed by Engineer-in-Charge.
(Note: The quoted rate of the item shall be all inclusive irrespective of position of ground water table or natural moisture content of soil) | 11,228 | Cum | 500 ₹56.1 L | 190 ₹21.3 L | 110 ₹12.4 L |
| 5.00 | Leveling and grading over areas in cutting and filling upto average 30 cm thickness in sqm including earth work in excavation with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, transporting the excavated earth to the filling locations within Airport area including all leads upto one km and lifts, breaking clods, dosing, grading, levelling, fine dressing etc. in accordance with requirements of lines, grades and cross sections, rolling with power road roller etc. complete as directed by Engineer-in-charge - all kinds of soil | 51,470 | Sqm | 43 ₹22.1 L | 45 ₹23.2 L | 55 ₹28.3 L |
| 6.00 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 600 | Sqm | 700 ₹4.2 L | 600 ₹3.6 L | 660 ₹4.0 L |
| 7.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level
Concrete of M30 grade with minimum cement content of 350 kg /cum | 660 | Cum | 7,500 ₹49.5 L | 8,000 ₹52.8 L | 7,920 ₹52.3 L |
| 8.00 | 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 | 1,000 | Sqm | 42 ₹42,000 | 28 ₹28,000 | 9 ₹9,000 |
| 9.00 | 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 | 1,000 | Sqm | 42 ₹42,000 | 43 ₹43,000 | 13 ₹13,000 |
| 10.00 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 50 | Cum | 17,000 ₹8.5 L | 12,250 ₹6.1 L | 15,800 ₹7.9 L |
Tender Value
₹2.7 Cr
EMD Value
₹8.1 L
Closing Date
26 Apr 2025, 6:00 pmClosed
AGM (E-C)
O/o AGM (E-C), AAI, Juhu Airport, Vile Parle (W), Mumbai-400056
Improvement of drainage system at Juhu Airport.
2025_AAI_231965_1
AAI/AGM(E-C)/E-NIT/JJ/2025-26
Open Tender
Civil Works
120 days
Juhu Airport
As per NIT
11 documents required · 11 mandatory
₹1,180
₹8.1 L
O/o AGM (E-C), AAI, Juhu Airport, Vile Parle (W)
4 Feb 2026
3 Apr 2025
28 Apr 2025
4 Apr 2025
26 Apr 2025
4 Apr 2025
4 Apr 2025 - 11 Apr 2025
7 Apr 2025
Amount
Providing & laying stone soling for level / base course with stone of size 100mm to 250mm with screenings & filler materials(combination of aggregates & stone dust etc.) including packing, ramming and dressing, etc. complete and as per direction of Engineer incharge.(Payment shall be made for compacted thickness only)
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 900 mm dia RCC pipes.
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Leveling and grading over areas in cutting and filling upto average 30 cm thickness in sqm including earth work in excavation with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, transporting the excavated earth to the filling locations within Airport area including all leads upto one km and lifts, breaking clods, dosing, grading, levelling, fine dressing etc. in accordance with requirements of lines, grades and cross sections, rolling with power road roller etc. complete as directed by Engineer-in-charge - all kinds of soil
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum
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 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 laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road
K N RAI (BID ID -844524)
NAMAN INFRASTRUCTURE (BID ID -844249)
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