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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.9 LAccepted-Finance | ₹96.9 L | L1 | Accepted-Finance Emerges as L1 |
| 2 | L2₹1.1 CrRejected-Finance HAROPARA PART 1 P O JHAROBARI P S PALASHBARI DIST KAMRUP PIN 781122 | KAMRUP | ASSAM | 781122 | ₹1.1 Cr | L2 | Rejected-Finance Emerges as L2 |
| 3 | L3₹1.1 CrRejected-Finance | ₹1.1 Cr | L3 | Rejected-Finance Emerges as L3 |
| 4 | L4₹1.2 CrRejected-Finance | ₹1.2 Cr | L4 | Rejected-Finance Emerges as L4 |
| 5 | L5₹1.2 CrRejected-Finance 208 2ND FLOOR EXPRESS MARKET AMBEDKAR ROAD GHAZIABAD 201001 UP | GHAZIABAD | UTTAR PRADESH | 201001 | ₹1.2 Cr | L5 | Rejected-Finance Emerges as L5 |
| Sl No | Description | Qty | Unit | PANKAJ KUMAR DAS L2 | vaderas interiors and exteriors L5 | M/S SAIKIA ENTERPRISE L3 | DHANUKA CONSTRUCTION L6 | Suchitra Baruah L1 | MOUSUM BORA L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 up to 1.5 m, as directed by Engineer-in-Charge:
All kinds of soil | 440 | sqm | 70 ₹30,800 | 158 ₹69,520 | 126.5 ₹55,660 | 102 ₹44,880 | 90 ₹39,600 | 117.26 ₹51,594.40 |
| 2.00 | 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 | 720 | cum | 200 ₹1.4 L | 158 ₹1.1 L | 170.3 ₹1.2 L | 196 ₹1.4 L | 250 ₹1.8 L | 159.65 ₹1.1 L |
| 3.00 | 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, for all lift including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. | 26 | cum | 350 ₹9,100 | 158 ₹4,108 | 260.3 ₹6,767.80 | 500 ₹13,000 | 300 ₹7,800 | 234.52 ₹6,097.52 |
| 4.00 | 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 up to 1.5 m. | 525 | cum | 200 ₹1.1 L | 95 ₹49,875 | 185.3 ₹97,282.50 | 242 ₹1.3 L | 180 ₹94,500 | 176.79 ₹92,814.75 |
| 5.00 | 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. | 50 | cum | 700 ₹35,000 | 888 ₹44,400 | 545.3 ₹27,265 | 352 ₹17,600 | 550 ₹27,500 | 631.4 ₹31,570 |
| 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. | 5 | cum | 90 ₹450 | 503 ₹2,515 | 126.8 ₹634 | 100 ₹500 | 100 ₹500 | 114.55 ₹572.75 |
| 7.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 12 | cum | 1,100 ₹13,200 | 2,398 ₹28,776 | 1,900 ₹22,800 | 2,062 ₹24,744 | 1,000 ₹12,000 | 1,914.95 ₹22,979.40 |
| 8.00 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth up to and including 60 cm girth | 5 | each | 800 ₹4,000 | 12,570 ₹62,850 | 530.25 ₹2,651.25 | 419 ₹2,095 | 500 ₹2,500 | 479.86 ₹2,399.30 |
| 9.00 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth up to and including 120 cm girth | 10 | each | 2,000 ₹20,000 | 18,854 ₹1.9 L | 2,130.3 ₹21,303 | 1,868 ₹18,680 | 1,500 ₹15,000 | 2,140.45 ₹21,404.50 |
| 10.00 | 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 40 mm nominal size derived from natural sources). | 30 | cum | 8,900 ₹2.7 L | 8,603 ₹2.6 L | 7,580.5 ₹2.3 L | 6,895 ₹2.1 L | 6,800 ₹2.0 L | 7,017.56 ₹2.1 L |
Tender Value
₹1.5 Cr
EMD Value
₹4.4 L
Closing Date
1 May 2026, 6:00 pmClosed
SM(E-C), RHQ, NER
O/o SM (Engg), New RHQ Building Guwahati-15
Re-construction of existing boundary wall and Overhead Tank and other associated works at Jorhat Airport
2026_AAI_274506_1
AAI/JRH/E-C/e-NIT/Boundary Wall/26-27
Open Tender
Civil Works
180 days
Jorhat Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹4.4 L
20 May 2026
10 Apr 2026
4 May 2026
10 Apr 2026
1 May 2026
10 Apr 2026
10 Apr 2026 - 17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 up to 1.5 m, as directed by Engineer-in-Charge:
All kinds of soil | - | sqm | - | - |
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 | 720 | cum | - | - | |
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, for all lift including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. | 26 | 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 and lift up to 1.5 m. | 525 | 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. | 50 | cum | - | - | |
Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. | 5 | cum | - | - | |
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 12 | cum | - | - | |
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth up to and including 60 cm girth | 5 | each | - | - | |
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth up to and including 120 cm girth | 10 | each | - | - | |
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 40 mm nominal size derived from natural sources). | 30 | cum | - | - |
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