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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹30.0 L (15.5%)Admitted-Finance 21 PROMISE APARTMENT F BLOCK VIKASPURI NEW DELHI 110018 | WEST | DELHI | 110018 | ₹2.2 Cr+₹30.0 L (15.5%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹54.7 L (28.3%)Admitted-Finance | ₹2.5 Cr+₹54.7 L (28.3%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bidder does not meet PQ/Technical Eligibility Criteria as per NIT |
| Sl No | Description | Qty | Unit | AYODHYA CONSTRUCTION L3 | SAMTA INTERIORS L2 | RADHIKEY ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1,371 | Cum. | 100 ₹1,37,100 Lowest | 100 ₹1,37,100 Lowest | 110 ₹1,50,810 |
| 2.00 | 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 | 4,890 | sqm | 40 ₹1,95,600 Lowest | 60 ₹2,93,400 | 50 ₹2,44,500 |
| 3.00 | 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. All kinds of soil. | 210 | Cum. | 120 ₹25,200 | 170 ₹35,700 | 110 ₹23,100 Lowest |
| 4.00 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 250 | Mtr. | 100 ₹25,000 Lowest | 130 ₹32,500 | 180 ₹45,000 |
| 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 up to 50 m and lift upto 1.5 m. | 1,200 | Cum. | 35 ₹42,000 Lowest | 60 ₹72,000 | 110 ₹1,32,000 |
| 6.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil | 237 | Cum. | 40 ₹9,480 Lowest | 80 ₹18,960 | 110 ₹26,070 |
| 7.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 4 | Cum. | 2,000 ₹8,000 | 1,750 ₹7,000 | 1,200 ₹4,800 Lowest |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 222 | Cum. | 4,800 ₹10,65,600 | 5,050 ₹11,21,100 | 4,000 ₹8,88,000 Lowest |
| 9.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 5 | Cum. | 7,000 ₹35,000 | 6,300 ₹31,500 | 4,500 ₹22,500 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete | 317 | Sqm. | 300 ₹95,100 Lowest | 350 ₹1,10,950 | 350 ₹1,10,950 |
Tender Value
₹2.8 Cr
EMD Value
₹8.4 L
Closing Date
5 Aug 2026, 11:00 amClosed
AGM(E-C)
O/o AGM(Engg-Civil), Airports Authority of India, Civil Aviation Training College Bamrauli, Prayagraj, U.P. 211012
Miscellaneous Civil Works of Swimming Pool Complex at CATC Prayagraj
2026_AAI_283275_1
AAI/CATC/E-C/NIT/W-349/2026-27
Open Tender
Civil Works
Item Rate
240 days
CATC PRAYAGRAJ
As per Tender Document
15 documents required · 15 mandatory
₹1,120
₹8.4 L
CATC PRAYAGRAJ
9 Sept 2026
8 Jul 2026
6 Aug 2026
8 Jul 2026
5 Aug 2026
8 Jul 2026
8 Jul 2026 - 23 Jul 2026
10 Jul 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1,371 | Cum. | - | - |
| - | 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 | 4,890 | sqm | - | - |
| - | 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. All kinds of soil. | 210 | Cum. | - | - |
| - | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 250 | Mtr. | - | - |
| - | 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. | 1,200 | Cum. | - | - |
| - | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil | 237 | Cum. | - | - |
| - | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 4 | Cum. | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 222 | Cum. | - | - |
| - | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 5 | Cum. | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete | 317 | Sqm. | - | - |
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