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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical NO 10 44 GURU SARAVANA FLAT 19TH STREET NANGANALLUR CHENNAI 600 061 | CHENNAI | TAMIL NADU | 600061 | - | - | Rejected-Technical Fails to meet the NIT Criteria as follows i. Work Experience as per sl. 2B in page 5 of the NIT ii. Submission of Undertaking in sl. 15 of page 8 of the NIT iii. Average Financial Turnover and Minimum Net worth in sl. 2B (ii) and (iii) in page 6 of |
| Sl No | Description | Qty | Unit | L K BUILDERS L1 |
|---|---|---|---|---|
| 1.00 | Excavation in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section and transporting and unloading the surplus soil with all lift and lead upto 1000m as per the direction and satisfaction of E-I-C. | 1,687 | Cum | 100 ₹1.7 L |
| 2.00 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 1,011 | Cum | 100 ₹1.0 L |
| 3.00 | 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 lift upto 1.5 m. | 623 | Cum | 60 ₹37,380 |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 201 | Cum | 1,500 ₹3.0 L |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 6 | Cum | 5,500 ₹33,000 |
| 6.00 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 174 | Cum | 5,500 ₹9.6 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)1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 101 | Cum | 6,500 ₹6.6 L |
| 8.00 | 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 M35 grade with minimum cement content of 370 kg /cum | 232 | Cum | 7,000 ₹16.2 L |
| 9.00 | 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 above plinth level upto floor V level Concrete of M35 grade with minimum cement content of 370 kg /cum | 143 | Cum | 7,000 ₹10.0 L |
| 10.00 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 75 | Qtl. | 600 ₹45,000 |
Tender Value
₹4.7 Cr
EMD Value
₹14.1 L
Closing Date
9 Apr 2026, 1:00 pmClosed
AGM (E-C)
AAI, NSCBI Airport Operational Building, Kolkata - 700052
Misc Security Schemes SH Development of infrastructure at Ops Gate No 10 Narayanpur CISF barrack area at NSCBI Airport Kolkata
2026_AAI_271521_1
AAI/Kol/Engg(C)/Gate No. 10/2026
Open Tender
Civil Works
180 days
Kolkata
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,180
₹14.1 L
11 May 2026
19 Mar 2026
10 Apr 2026
19 Mar 2026
9 Apr 2026
19 Mar 2026
19 Mar 2026 - 25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Excavation in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section and transporting and unloading the surplus soil with all lift and lead upto 1000m as per the direction and satisfaction of E-I-C. | ||||||
| 2Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | ||||||
| 3Filling 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. | ||||||
| 4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | ||||||
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | ||||||
| 6Providing 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | ||||||
| 7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a)1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | ||||||
| 8Providing 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 M35 grade with minimum cement content of 370 kg /cum | ||||||
| 9Providing 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 above plinth level upto floor V level Concrete of M35 grade with minimum cement content of 370 kg /cum | ||||||
| 10Add for using extra cement in the items of design mix over and above the specified cement content therein. | ||||||
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