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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-Finance NO 2 AIRPORT GATE MOTILAL COLONY P O RAJBARI KOLKATA 700 081 | KOLKATA | KOLKATA | WEST BENGAL | 700081 | ₹2.6 Cr | L1 | Accepted-Finance Due to L1 |
| 2 | L2₹3.3 Cr+₹73.2 L (28.2%)Rejected-Finance | ₹3.3 Cr+₹73.2 L (28.2%) | L2 | Rejected-Finance Due to L2 |
| 3 | L3₹3.6 Cr+₹1.0 Cr (39.7%)Rejected-Finance | ₹3.6 Cr+₹1.0 Cr (39.7%) | L3 | Rejected-Finance Due to L3 |
| Sl No | Description | Qty | Unit | M/s. A S Traders L1 | L K BUILDERS L2 | Shree Ercon Prefabs L3 |
|---|---|---|---|---|---|---|
| 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 all lift, as directed by Engineer-in-charge. All kinds of soil | 701 | Cum | 70 ₹49,070 Lowest | 150 ₹1,05,150 | 111 ₹77,811 |
| 2.00 | 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 all lift. | 701 | Cum | 60 ₹42,060 Lowest | 150 ₹1,05,150 | 210 ₹1,47,210 |
| 3.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All kinds of soil. | 8,150 | Sqm | 10 ₹81,500 Lowest | 120 ₹9,78,000 | 141 ₹11,49,150 |
| 4.00 | 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. | 500 | Sqm | 5 ₹2,500 Lowest | 20 ₹10,000 | 39 ₹19,500 |
| 5.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and re-rolling the subgrade as per direction of E-I-C. | 7,750 | Sqm | 10 ₹77,500 Lowest | 10 ₹77,500 Lowest | 1,980 ₹1,53,45,000 |
| 6.00 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 800 | Sqm | 540 ₹4,32,000 Lowest | 700 ₹5,60,000 | 960 ₹7,68,000 |
| 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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1,206 | Cum | 5,400 ₹65,12,400 | 6,500 ₹78,39,000 | 3,330 ₹40,15,980 Lowest |
| 8.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 108 | Cum | 5,500 ₹5,94,000 | 7,000 ₹7,56,000 | 3,330 ₹3,59,640 Lowest |
| 9.00 | Providing and laying polythene sheet of 400 microns on the base course with overlaps of not less than 150mm both ways as per the directions of Engineer-in-charge. (only plan area will be measured for payment). | 8,299 | Sqm | 20 ₹1,65,980 Lowest | 70 ₹5,80,930 | 90 ₹7,46,910 |
| 10.00 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | 127 | Cum | 5,900 ₹7,49,300 | 8,000 ₹10,16,000 | 411 ₹52,197 Lowest |
Tender Value
₹3.9 Cr
EMD Value
₹11.8 L
Closing Date
14 Apr 2026, 6:00 pmClosed
Sr. Manager (Engg-Civil)
1st Floor, New Operational Building NSCBI Airport, Kolkata-52.
Procurement of ILS/DME. SH Construction of ILS Huts- 19R GP and 01L LLZ and other works (Civil work) at operational area NSCBI Airport, Kolkata
2026_AAI_271839_1
AAI/ER/KOL/E-C/NIT-09/2025-26
Open Tender
Civil Works
Item Rate
150 days
KOLKATA
Please refer Tender documents.
19 documents required · 19 mandatory
₹1,180
₹11.8 L
2 Jun 2026
17 Mar 2026
16 Apr 2026
18 Mar 2026
14 Apr 2026
18 Mar 2026
18 Mar 2026 - 23 Mar 2026
| 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 all lift, as directed by Engineer-in-charge. All kinds of soil | 701 | Cum | - | - |
| 2 | 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 all lift. | 701 | Cum | - | - |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All kinds of soil. | 8,150 | Sqm | - | - |
| 4 | 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. | 500 | Sqm | - | - |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and re-rolling the subgrade as per direction of E-I-C. | 7,750 | Sqm | - | - |
| 6 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 800 | Sqm | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1,206 | Cum | - | - |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 108 | Cum | - | - |
| 9 | Providing and laying polythene sheet of 400 microns on the base course with overlaps of not less than 150mm both ways as per the directions of Engineer-in-charge. (only plan area will be measured for payment). | 8,299 | Sqm | - | - |
| 10 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | 127 | Cum | - | - |
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