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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.0 CrAccepted-Finance NO 10 44 GURU SARAVANA FLAT 19TH STREET NANGANALLUR CHENNAI 600 061 | CHENNAI | TAMIL NADU | 600061 | ₹2.0 Cr | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹2.1 CrRejected-Finance | ₹2.1 Cr | L-2 | Rejected-Finance L-2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Meeting NIT Criteria |
| Sl No | Description | Qty | Unit | RECHI CONSTRUCTION PVT LTD L1 | KPM CIVIL CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.
a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 270 | Cum | 300 ₹81,000 | 850 ₹2.3 L |
| 2.00 | Carriage of materials by mechanical transport including loading, unloading and stacking and leveling for a lead of 1 km
a) Lime, moorum, building rubbish. | 270 | Cum | 200 ₹54,000 | 250 ₹67,500 |
| 3.00 | Carriage of materials by mechanical transport including loading, unloading and stacking and leveling for a lead of 1 km
b) Earth | 840 | Cum | 200 ₹1.7 L | 150 ₹1.3 L |
| 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, 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.
(a) All kinds of soil | 1,940 | Cum | 150 ₹2.9 L | 135 ₹2.6 L |
| 5.00 | 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 upto 50 m and lift upto 1.5 m. | 1,110 | Cum | 170 ₹1.9 L | 150 ₹1.7 L |
| 6.00 | Supplying, spreading and filling of M sand in ground level including watering, ramming and dressing complete as per the direction of Engineer in Charge | 190 | Cum | 1,800 ₹3.4 L | 2,100 ₹4.0 L |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
(a) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 170 | Cum | 5,000 ₹8.5 L | 5,200 ₹8.8 L |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for:
a) Foundations, footings, bases of columns, etc. for mass concrete | 810 | Sqm. | 350 ₹2.8 L | 500 ₹4.0 L |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for:
a) Lintels, beams, plinth beams, girders, bressumers and cantilevers | 510 | Sqm. | 600 ₹3.1 L | 600 ₹3.1 L |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for:
a) Columns, Pillars, Piers, Abutments, Posts and Strut : upto plinth level | 860 | Sqm. | 600 ₹5.2 L | 650 ₹5.6 L |
Tender Value
₹2.5 Cr
EMD Value
₹7.4 L
Closing Date
8 Apr 2026, 6:00 pmClosed
Sr. Manager (E-C)
AAI, Puducherry Airport
Construction of Boundary wall at Puducherry Airport. SH B Taxiway west side to RWY 25 north side (Phase V)
2025_AAI_243513_1
AAI/PDY/SM(E-C)/Boundary wall/Phase V/2025-26
Open Tender
Civil Works
240 days
AAI, Puducherry Airport
As per Tender Document
8 documents required · 8 mandatory
₹1,180
₹7.4 L
15 May 2026
18 Mar 2026
10 Apr 2026
19 Mar 2026
8 Apr 2026
19 Mar 2026
19 Mar 2026 - 30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | |||||
| 2Carriage of materials by mechanical transport including loading, unloading and stacking and leveling for a lead of 1 km a) Lime, moorum, building rubbish. | |||||
| 3Carriage of materials by mechanical transport including loading, unloading and stacking and leveling for a lead of 1 km b) Earth | |||||
| 4Earth 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, 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. (a) All kinds of soil | |||||
| 5Filling 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 upto 50 m and lift upto 1.5 m. | |||||
| 6Supplying, spreading and filling of M sand in ground level including watering, ramming and dressing complete as per the direction of Engineer in Charge | |||||
| 7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | |||||
| 8Centering and shuttering including strutting, propping etc. and removal of form for: a) Foundations, footings, bases of columns, etc. for mass concrete | |||||
| 9Centering and shuttering including strutting, propping etc. and removal of form for: a) Lintels, beams, plinth beams, girders, bressumers and cantilevers | |||||
| 10Centering and shuttering including strutting, propping etc. and removal of form for: a) Columns, Pillars, Piers, Abutments, Posts and Strut : upto plinth level | |||||
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