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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-Finance 403 SILVER OAK SHRENIK PARK CIRCLE AKOTA VADODARA 390020 | VADODARA | VADODARA | GUJARAT | 390020 | L1 | Accepted-Finance L1 Bidder Meeting NIT Criteria | |
| 2 | L2₹3.0 Cr+₹6.8 L (2.36%)Rejected-Finance BYPASS ROAD BESIDE YUG BAJAJ SHOWROOM GARIBICHOK PORBANDAR 360577 | PORBANDAR | GUJARAT | 360577 | L2 | Rejected-Finance L2 Bidder Meeting NIT Criteria | |
| 3 | L3₹3.2 Cr+₹25.2 L (8.69%)Rejected-Finance | L3 | Rejected-Finance L3 Bidder Meeting NIT Criteria | |
| 4 | L4₹3.3 Cr+₹37.0 L (12.8%)Rejected-Finance | L4 | Rejected-Finance L4 Bidder Meeting NIT Criteria | |
| 5 | L5₹3.3 Cr+₹42.4 L (14.6%)Rejected-Finance | L5 | Rejected-Finance L5 Bidder Meeting NIT Criteria |
| Sl No | Description | Qty | Unit | TARUN ELECTRICALS L6 | Unicon Engineering Co L2 | Umiya Construction L5 | NARENDRA P PATEL L4 | KAKUBA CONSTRUCTION L1 | M/s. JAY JAWAN CONSTRUCTION CO. L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 1,603 | cum | 148 ₹2,37,244 | 250 ₹4,00,750 | 180 ₹2,88,540 | 280 ₹4,48,840 | 90 ₹1,44,270 | 45 ₹72,135 Lowest |
| 2.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
Hard rock (blasting prohibited) | 533 | cum | 380 ₹2,02,540 | 480 ₹2,55,840 | 950 ₹5,06,350 | 510 ₹2,71,830 | 150 ₹79,950 Lowest | 650 ₹3,46,450 |
| 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. | 1,316 | cum | 80 ₹1,05,280 | 180 ₹2,36,880 | 70 ₹92,120 | 210 ₹2,76,360 | 72 ₹94,752 | 45 ₹59,220 Lowest |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 6 | cum | 1,024 ₹6,144 | 1,650 ₹9,900 | 1,500 ₹9,000 | 1,850 ₹11,100 | 1,800 ₹10,800 | 50 ₹300 Lowest |
| 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 :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 347 | cum | 5,480 ₹19,01,560 | 4,850 ₹16,82,950 | 4,200 ₹14,57,400 | 4,482 ₹15,55,254 | 5,500 ₹19,08,500 | 3,650 ₹12,66,550 Lowest |
| 6.00 | 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 :
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) | 136 | cum | 4,760 ₹6,47,360 | 7,180 ₹9,76,480 | 5,000 ₹6,80,000 | 7,200 ₹9,79,200 | 6,000 ₹8,16,000 | 4,200 ₹5,71,200 Lowest |
| 7.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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) | 13 | cum | 4,790 ₹62,270 | 7,580 ₹98,540 | 5,300 ₹68,900 | 7,800 ₹1,01,400 | 6,000 ₹78,000 | 4,200 ₹54,600 Lowest |
| 8.00 | 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). | 18 | cum | 4,770 ₹85,860 | 7,800 ₹1,40,400 | 5,600 ₹1,00,800 | 8,100 ₹1,45,800 | 6,500 ₹1,17,000 | 4,200 ₹75,600 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 369 | sqm | 280 ₹1,03,320 | 350 ₹1,29,150 | 340 ₹1,25,460 | 400 ₹1,47,600 | 400 ₹1,47,600 | 1 ₹369 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 135 | sqm | 380 ₹51,300 | 350 ₹47,250 | 650 ₹87,750 | 400 ₹54,000 | 400 ₹54,000 | 1 ₹135 Lowest |
Tender Value
₹4.0 Cr
EMD Value
₹12.0 L
Closing Date
29 Aug 2026, 12:00 pmClosed
Ravi Prakash Sr Manager (E-C)
O/o Airport Director Civil Engineering Office Rajkot International Airport, Rajkot
Barricading and Facelift of Approach Road Construction of Property Wall and other miscellaneous Civil Works at Rajkot International Airport
2026_AAI_277384_1
AAI/RIA/SM(ENGG-C)/APR/26-27
Open Tender
Civil Works
Item Rate
240 days
Rajkot International Airport
Please refer tender document
17 documents required · 17 mandatory
₹1,180
₹12.0 L
1 Oct 2026
7 Aug 2026
31 Aug 2026
7 Aug 2026
29 Aug 2026
7 Aug 2026
7 Aug 2026 - 14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 1,603 | cum | - | - |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
Hard rock (blasting prohibited) | 533 | cum | - | - |
| 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. | 1,316 | cum | - | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 6 | cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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) | 347 | cum | - | - |
| 6 | 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 :
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) | 136 | cum | - | - |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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) | 13 | cum | - | - |
| 8 | 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). | 18 | cum | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 369 | sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 135 | sqm | - | - |
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