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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹78.6 LAccepted-Finance 15 23 GOKULPURI 1ST BALDAU GANJ KARWI CHITRAKOOT 210205 U P | KARWI | CHITRAKOOT | UTTAR PRADESH | 210205 | ₹78.6 L | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹80.5 L+₹1.9 L (2.46%)Rejected-Finance VILLAGE JAMUNI BARWA NO 1 POST MUNDERA KAPTAINGANJ DISTT KUSHI NAGAR UP 274301 | KAPTAINGANJ | KUSHI NAGAR | UTTAR PRADESH | 274301 | ₹80.5 L+₹1.9 L (2.46%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹91.2 L+₹12.6 L (16.1%)Rejected-Finance | ₹91.2 L+₹12.6 L (16.1%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹92.2 L+₹13.6 L (17.4%)Rejected-Finance | ₹92.2 L+₹13.6 L (17.4%) | L-4 | Rejected-Finance L-4 |
| Sl No | Description | Qty | Unit | M/S VERMA ENTERPRISES L1 | PRADEEP CONSTRUCTION COMPANY L2 | M/S ALAKNANDA ASSOCIATES L4 | M/S DEEPENDRA PAL THEKEDAR 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 for all lift, as directed by Engineer-in-charge.
a) All kinds of soil. | 30 | cum | 140 ₹4,200 | 200 ₹6,000 | 65.5 ₹1,965 | 63 ₹1,890 Lowest |
| 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.
a) All kinds of soil. | 70 | cum | 140 ₹9,800 | 256 ₹17,920 | 77 ₹5,390 | 73 ₹5,110 Lowest |
| 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 and for all lift. | 53 | cum | 140 ₹7,420 | 137 ₹7,261 | 31 ₹1,643 | 29 ₹1,537 Lowest |
| 4.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
a) All kinds of soil. | 6 | cum | 100 ₹600 | 126 ₹756 | 16 ₹96 | 14 ₹84 Lowest |
| 5.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 11 | cum | 1,000 ₹11,000 Lowest | 1,600 ₹17,600 | 1,260 ₹13,860 | 1,200 ₹13,200 |
| 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) 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 7 | cum | 5,000 ₹35,000 Lowest | 6,000 ₹42,000 | 7,750 ₹54,250 | 7,650 ₹53,550 |
| 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 63 | cum | 4,000 ₹2,52,000 Lowest | 4,500 ₹2,83,500 | 6,500 ₹4,09,500 | 6,400 ₹4,03,200 |
| 8.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
(a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 21 | cum | 5,800 ₹1,21,800 Lowest | 6,500.11 ₹1,36,502.31 | 8,500 ₹1,78,500 | 8,300 ₹1,74,300 |
| 9.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,
bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 7 | cum | 6,000 ₹42,000 Lowest | 8,500 ₹59,500 | 9,100 ₹63,700 | 9,000 ₹63,000 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for:
a) Foundations, footings, bases of columns, etc. for mass concrete | 97 | sqm | 300 ₹29,100 | 294 ₹28,518 | 102 ₹9,894 Lowest | 178 ₹17,266 |
Tender Value
₹1.1 Cr
EMD Value
₹3.3 L
Closing Date
10 Jun 2026, 6:00 pmClosed
Senior Manager (E-C), Gorakhpur
Airports Authority of India, Gorakhpur Airport, Gorakhpur -273002
Provision of canopy and other miscellaneous civil works at Gorakhpur Airport
2026_AAI_277582_1
AAI/GOP/ENGG CIVIL/CANOPY AND MISC. WORK/2026-27
Open Tender
Civil Works
Item Rate
300 days
GORAKHPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,180
₹3.3 L
23 Jul 2026
20 May 2026
11 Jun 2026
20 May 2026
10 Jun 2026
20 May 2026
20 May 2026 - 28 May 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 for all lift, as directed by Engineer-in-charge.
a) All kinds of soil. | - | cum | 158.32 | - |
| 2 | 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.
a) All kinds of soil. | - | cum | 232.16 | - |
| 3 | 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 and for all lift. | - | cum | 174.78 | - |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
a) All kinds of soil. | - | cum | 113.07 | - |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | 1,893.97 | - |
| 6 | 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 40 mm nominal size derived from natural sources) | - | cum | 7,026.13 | - |
| 7 | 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) | - | cum | 6,075.02 | - |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
(a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 8,067.1 | - |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,
bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | 10,260.74 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for:
a) Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | 349.71 | - |
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