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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-Finance D NO 33 15 3A SWAPNA NIVAS KADIYALAVARI STREET SEETHARAPURAM VIJAYAWADA 520002 | VIJAYAWADA | KRISHNA | ANDHRA PRADESH | 520002 | ₹2.6 Cr | L1 | Accepted-Finance Agency L1 |
| 2 | L2₹2.8 CrRejected-Finance | ₹2.8 Cr | L2 | Rejected-Finance Agency L2 |
| 3 | L3₹2.9 CrRejected-Finance | ₹2.9 Cr | L3 | Rejected-Finance Agency L3 |
| 4 | L4₹3 CrRejected-Finance 93 AMIT APT SECTOR 13 ROHINI ND 110085 | NORTH WEST | DELHI | 110085 | ₹3 Cr | L4 | Rejected-Finance Agency L4 |
| 5 | L5₹3.0 CrRejected-Finance | ₹3.0 Cr | L5 | Rejected-Finance Agency L5 |
| Sl No | Description | Qty | Unit | Garg Associates L4 | ARP ENTERPRISES L11 | M/S SAI VISHNU CONSTRUCTIONS L3 | AD CONSTRUCTIONS L9 | SRIKARG PROJECTS PRIVATE LIMITED L17 | SUDHARMA INFRATECH PRIVATE LIMITED L5 | HARITHRA ENGINEERING AND CONSTRUCTIONS PRIVATE LIMITED L16 | BANAMALI ROUT L1 | Ms J R Constructions L13 | SRI KARTHIKEYA ENTERPRISES L7 | N NAGESWARA RAO and CO L12 | J S KANAKAM AND COMPANY L8 | N R CONSTRUCTIONS L6 | SRCR CONSTRUCTIONS L14 | GAGAN SAIL L2 | VEDAGARBHA INFRATECH L15 | M/S AMEVA ASSOCIATES L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation 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, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil | 8,019.1 | Cum | 120 ₹9,62,292 | 115 ₹9,22,196.5 | 106 ₹8,50,024.6 | 150 ₹12,02,865 | 125 ₹10,02,387.5 | 164.25 ₹13,17,131.56 | 260 ₹20,84,966 | 108 ₹8,66,062.8 | 135 ₹10,82,578.5 | 126 ₹10,10,406.6 | 111 ₹8,90,120.1 | 120 ₹9,62,292 | 108 ₹8,66,062.8 | 140 ₹11,22,674 | 63 ₹5,05,203.3 Lowest | 146 ₹11,70,788.6 | 90 ₹7,21,719 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in dpeth, consolidating each deposited layer by remaining and watering, lead up to 50 and for all lift | 3,207.7 | Cum | 70 ₹2,24,539 | 90 ₹2,88,693 | 120 ₹3,84,924 | 130 ₹4,17,001 | 150 ₹4,81,155 | 123.68 ₹3,96,715.51 | 80 ₹2,56,616 | 27 ₹86,607.9 Lowest | 123 ₹3,94,547.1 | 117 ₹3,75,300.9 | 83.5 ₹2,67,842.95 | 100 ₹3,20,770 | 63 ₹2,02,085.1 | 80 ₹2,56,616 | 45 ₹1,44,346.5 | 144 ₹4,61,908.8 | 80 ₹2,56,616 |
| 3.00 | 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 | 348.9 | Cum | 4,800 ₹16,74,720 | 5,000 ₹17,44,500 | 4,000 ₹13,95,600 | 4,200 ₹14,65,380 | 5,800 ₹20,23,620 | 4,112.86 ₹14,34,976.16 | 2,900 ₹10,11,810 Lowest | 3,780 ₹13,18,842 | 4,499 ₹15,69,701.1 | 4,149 ₹14,47,586.1 | 3,750 ₹13,08,375 | 3,200 ₹11,16,480 | 4,599 ₹16,04,591.1 | 5,600 ₹19,53,840 | 3,753 ₹13,09,421.7 | 5,400 ₹18,84,060 | 5,100 ₹17,79,390 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns | 968.8 | Sqm | 250 ₹2,42,200 | 350 ₹3,39,080 | 250 ₹2,42,200 | 250 ₹2,42,200 | 280 ₹2,71,264 | 247.45 ₹2,39,726.31 | 490 ₹4,74,712 | 144 ₹1,39,507.2 Lowest | 225 ₹2,17,980 | 279 ₹2,70,295.2 | 264 ₹2,55,763.2 | 300 ₹2,90,640 | 279 ₹2,70,295.2 | 380 ₹3,68,144 | 369 ₹3,57,487.2 | 345 ₹3,34,236 | 252 ₹2,44,137.6 |
| 5.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - 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 nominalsize derived from natural sources) | 1,290.9 | Cum | 6,750 ₹87,13,575 | 7,500 ₹96,81,750 | 5,200 ₹67,12,680 | 5,500 ₹70,99,950 | 8,500 ₹1,09,72,650 | 5,707.87 ₹73,68,287.12 | 4,600 ₹59,38,140 Lowest | 5,580 ₹72,03,222 | 6,499 ₹83,89,559.1 | 6,129 ₹79,11,926.1 | 4,950 ₹63,89,955 | 5,500 ₹70,99,950 | 6,399 ₹82,60,469.1 | 6,700 ₹86,49,030 | 4,689 ₹60,53,030.1 | 6,500 ₹83,90,850 | 7,000 ₹90,36,300 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 9,672 | Sqm | 201.88 ₹19,52,583.36 Lowest | 500 ₹48,36,000 | 330 ₹31,91,760 | 350 ₹33,85,200 | 500 ₹48,36,000 | 531.62 ₹51,41,804.46 | 500 ₹48,36,000 | 306 ₹29,59,632 | 315 ₹30,46,680 | 378 ₹36,56,016 | 330 ₹31,91,760 | 300 ₹29,01,600 | 459 ₹44,39,448 | 400 ₹38,68,800 | 369 ₹35,68,968 | 610 ₹58,99,920 | 251 ₹24,27,672 |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,00,800 | Kg | 80 ₹80,64,000 | 85 ₹85,68,000 | 78 ₹78,62,400 | 74 ₹74,59,200 | 80 ₹80,64,000 | 68.05 ₹68,59,777.68 Lowest | 73 ₹73,58,400 | 72 ₹72,57,600 | 97 ₹97,77,600 | 81 ₹81,64,800 | 102 ₹1,02,81,600 | 77 ₹77,61,600 | 81 ₹81,64,800 | 75 ₹75,60,000 | 77.49 ₹78,10,992 | 92 ₹92,73,600 | 84 ₹84,67,200 |
| 8.00 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | 1,500 | Kg | 100 ₹1,50,000 | 110 ₹1,65,000 | 110 ₹1,65,000 | 120 ₹1,80,000 | 115 ₹1,72,500 | 84.36 ₹1,26,547.05 Lowest | 100 ₹1,50,000 | 99 ₹1,48,500 | 160 ₹2,40,000 | 135 ₹2,02,500 | 137.5 ₹2,06,250 | 250 ₹3,75,000 | 99 ₹1,48,500 | 100 ₹1,50,000 | 117 ₹1,75,500 | 122 ₹1,83,000 | 128 ₹1,92,000 |
| 9.00 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | 230.8 | Sqm | 400 ₹92,320 | 350 ₹80,780 | 400 ₹92,320 | 300 ₹69,240 | 295 ₹68,086 | 210.44 ₹48,569.21 Lowest | 380 ₹87,704 | 252 ₹58,161.6 | 259 ₹59,777.2 | 225 ₹51,930 | 264 ₹60,931.2 | 500 ₹1,15,400 | 459 ₹1,05,937.2 | 320 ₹73,856 | 261 ₹60,238.8 | 370 ₹85,396 | 280 ₹64,624 |
| 10.00 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.Grills for Sedimentation Tank | 17.3 | Sqm | 250 ₹4,325 | 100 ₹1,730 Lowest | 120 ₹2,076 | 150 ₹2,595 | 149 ₹2,577.7 | 142.76 ₹2,469.81 | 200 ₹3,460 | 144 ₹2,491.2 | 210 ₹3,633 | 189 ₹3,269.7 | 686 ₹11,867.8 | 500 ₹8,650 | 189 ₹3,269.7 | 320 ₹5,536 | 108 ₹1,868.4 | 172 ₹2,975.6 | 250 ₹4,325 |
Tender Value
₹4.8 Cr
EMD Value
₹14.3 L
Closing Date
16 Jul 2026, 6:00 pmClosed
Dy. General Manager ENGG-C
AAI, Rajahmundry Airport.
Construction of City side Drainage system with rainwater harvesting and transportation of loose earth available to operational area at Rajahmundry Airport
2026_AAI_281954_1
AAI/RJY/ENGG(C)/DGM(E-C)/W-1/ 2026-27
Open Tender
Civil Works
Item Rate
180 days
Rajahmundry Airport
As per ENIT
4 documents required · 4 mandatory
₹1,180
₹14.3 L
Yes
17 Aug 2026
25 Jun 2026
20 Jul 2026
25 Jun 2026
16 Jul 2026
25 Jun 2026
25 Jun 2026 - 7 Jul 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 1.5m) in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil | 8,019.1 | Cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in dpeth, consolidating each deposited layer by remaining and watering, lead up to 50 and for all lift | 3,207.7 | Cum | - | - |
| 3 | 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 | 348.9 | Cum | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns | 968.8 | Sqm | - | - |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - 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 nominalsize derived from natural sources) | 1,290.9 | Cum | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 9,672 | Sqm | - | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,00,800 | Kg | - | - |
| 8 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | 1,500 | Kg | - | - |
| 9 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | 230.8 | Sqm | - | - |
| 10 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.Grills for Sedimentation Tank | 17.3 | Sqm | - | - |
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