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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-Finance | ₹3.0 Cr | L1 | Accepted-Finance Bidder Emerged as L1 |
| 2 | L2₹3.1 CrRejected-Finance HAROPARA PART 1 P O JHAROBARI P S PALASHBARI DIST KAMRUP PIN 781122 | KAMRUP | ASSAM | 781122 | ₹3.1 Cr | L2 | Rejected-Finance Bidder Emerged as L2 |
| 3 | L3₹3.2 CrRejected-Finance BAKOLA JAMUGURIHAT SONITPUR ASSAM PIN 784182 | SONITPUR | ASSAM | 784182 | ₹3.2 Cr | L3 | Rejected-Finance Bidder Emerged as L3 |
| 4 | L4₹3.2 CrRejected-Finance | ₹3.2 Cr | L4 | Rejected-Finance Bidder Emerged as L4 |
| 5 | L5₹3.2 CrRejected-Finance B 18 SECTOR 6 NEAR HUDCO COLONY HANUMANGARH RAJASTHAN | HANUMANGARH | RAJASTHAN | 335062 | ₹3.2 Cr | L5 | Rejected-Finance Bidder Emerged as L5 |
| Sl No | Description | Qty | Unit | Sri Babul Nath L3 | PANKAJ KUMAR DAS L2 | M/S R P JALLAN L6 | TARUN ELECTRICALS L5 | SHIVA BUILDTECH PVT LTD L4 | sanjay kalita L8 | NAVRUP INDIA L10 | DHANUKA CONSTRUCTION L7 | Buildrite Constructions L11 | vaderas interiors and exteriors L9 | M/s Pioneer Enterprise L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and and all lift, as directed by Engineer-in-Charge. All kinds of soil | 9,130 | Cum | 150 ₹13.7 L | 90 ₹8.2 L | 301 ₹27.5 L | 110 ₹10.0 L | 140 ₹12.8 L | 280 ₹25.6 L | 240 ₹21.9 L | 169 ₹15.4 L | 150 ₹13.7 L | 158 ₹14.4 L | 100 ₹9.1 L |
| 2.00 | 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 all lifts | 8,780 | Cum | 100 ₹8.8 L | 70 ₹6.1 L | 135 ₹11.9 L | 70 ₹6.1 L | 130 ₹11.4 L | 250 ₹21.9 L | 170 ₹14.9 L | 210 ₹18.4 L | 225 ₹19.8 L | 98 ₹8.6 L | 90 ₹7.9 L |
| 3.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. | 400 | Cum | 300 ₹1.2 L | 80 ₹32,000 | 450 ₹1.8 L | 700 ₹2.8 L | 560 ₹2.2 L | 450 ₹1.8 L | 580 ₹2.3 L | 304 ₹1.2 L | 775 ₹3.1 L | 850 ₹3.4 L | 250 ₹1 L |
| 4.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. | 1,500 | sqm | 10 ₹15,000 | 30 ₹45,000 | 5 ₹7,500 | 70 ₹1.1 L | 12.1 ₹18,150 | 12 ₹18,000 | 18 ₹27,000 | 12 ₹18,000 | 20 ₹30,000 | 20 ₹30,000 | 20 ₹30,000 |
| 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 :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 244 | Cum | 6,000 ₹14.6 L | 5,900 ₹14.4 L | 6,200 ₹15.1 L | 5,800 ₹14.2 L | 4,750 ₹11.6 L | 6,300 ₹15.4 L | 6,200 ₹15.1 L | 5,224 ₹12.7 L | 7,100 ₹17.3 L | 7,442 ₹18.2 L | 5,500 ₹13.4 L |
| 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 : 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) | 5 | Cum | 6,000 ₹30,000 | 5,800 ₹29,000 | 6,120 ₹30,600 | 5,800 ₹29,000 | 4,700 ₹23,500 | 5,500 ₹27,500 | 6,200 ₹31,000 | 4,996 ₹24,980 | 7,000 ₹35,000 | 7,221 ₹36,105 | 5,200 ₹26,000 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 1,170 | sqm | 250 ₹2.9 L | 250 ₹2.9 L | 400 ₹4.7 L | 250 ₹2.9 L | 300 ₹3.5 L | 250 ₹2.9 L | 370 ₹4.3 L | 254 ₹3.0 L | 420 ₹4.9 L | 340 ₹4.0 L | 260 ₹3.0 L |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers | 1,600 | sqm | 400 ₹6.4 L | 250 ₹4 L | 400 ₹6.4 L | 350 ₹5.6 L | 600 ₹9.6 L | 300 ₹4.8 L | 700 ₹11.2 L | 502 ₹8.0 L | 750 ₹12 L | 395 ₹6.3 L | 260 ₹4.2 L |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1,450 | sqm | 400 ₹5.8 L | 250 ₹3.6 L | 400 ₹5.8 L | 450 ₹6.5 L | 550 ₹8.0 L | 400 ₹5.8 L | 850 ₹12.3 L | 664 ₹9.6 L | 1,000 ₹14.5 L | 425 ₹6.2 L | 260 ₹3.8 L |
| 10.00 | 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. | 48,830 | Kg | 80 ₹39.1 L | 89 ₹43.5 L | 85 ₹41.5 L | 85 ₹41.5 L | 91 ₹44.4 L | 94 ₹45.9 L | 91 ₹44.4 L | 90 ₹43.9 L | 110 ₹53.7 L | 98 ₹47.9 L | 86 ₹42.0 L |
Tender Value
₹4.3 Cr
EMD Value
₹12.8 L
Closing Date
16 May 2026, 6:00 pmClosed
SM(E-C), RHQ, NER
O/o SM (Engg-Civil), New RHQ Building, Guwahati
Construction of Boundary wall for the Newly acquired land at Jorhat Airport.
2026_AAI_275616_1
AAI/JRH/E-C/e-NIT/New B.Wall/26-27
Open Tender
Construction Works
240 days
Jorhat Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹12.8 L
19 Jun 2026
25 Apr 2026
18 May 2026
25 Apr 2026
16 May 2026
25 Apr 2026
25 Apr 2026 - 1 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 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and and all lift, as directed by Engineer-in-Charge. All kinds of soil | 9,130 | Cum | - | - |
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 all lifts | 8,780 | Cum | - | - | |
Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. | 400 | Cum | - | - | |
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. | 1,500 | sqm | - | - | |
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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 244 | Cum | - | - | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 5 | Cum | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 1,170 | sqm | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers | 1,600 | sqm | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1,450 | sqm | - | - | |
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. | 48,830 | Kg | - | - |
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