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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.0 Cr+₹35.1 L (9.68%)Admitted-Finance B 283 DERAWAL NAGAR MODEL TOWN DELHI 110 009 | ₹4.0 Cr+₹35.1 L (9.68%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical HOUSE NO 190 WARD NO 08 HAMIRPUR | - | - | Rejected-Technical DISQUALIFIED |
| 4 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
| Sl No | Description | Qty | Unit | GOLDENERA CONSTRUCTIONS AND INFRA PVT LTD L2 | EKR CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 0.00Civil Works | |||||
| 1.00SITE CLEARENCE | |||||
| 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 1,080 | Sqm | 14.43 ₹15,584.4 Lowest | 50 ₹54,000 |
| 1.02EARTH WORK EXCAVATION | |||||
| 1.03 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 1,323.1 | Cum | 750 ₹9,92,325 | 260 ₹3,44,006 Lowest |
| 1.04 | 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 upto 1.5 m | 1,058.48 | Cum | 750 ₹7,93,860 | 70 ₹74,093.6 Lowest |
| 1.05 | Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 272.6 | Cum | 1,500 ₹4,08,900 | 400 ₹1,09,040 Lowest |
| 1.06 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 524.8 | Cum | 150 ₹78,720 Lowest | 500 ₹2,62,400 |
| 1.07PLAIN CEMENT CONCRETE | |||||
| 1.08 | 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) : 8 graded stone aggregate 40 mm nominal size) | 163.1 | Cum | 6,000 ₹9,78,600 | 5,200 ₹8,48,120 Lowest |
Tender Value
₹4.0 Cr
EMD Value
₹10.0 L
Closing Date
12 May 2026, 12:30 pmClosed
ASSOCIATE VICE PRESIDENT
HLL Lifecare Limited, HLL Bhavan, No26/4, Tambaram-Velachery Main Road, Pallikaranai, Chennai 600 100, Tamilnadu
Construction of Mess Building at AIIMS Mangalagiri, Andhra Pradesh
2026_HLL_275929_1
HLL/CMO/HCD/MESS/AP/26-27
Open Tender
Civil Works - Buildings
Item Rate
270 days
AIIMS Mangalagiri
Please refer Tender documents.
21 documents required · 21 mandatory
₹2,950
Payable To
₹10.0 L
19 May 2026
28 Apr 2026
13 May 2026
28 Apr 2026
12 May 2026
28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | Civil Works | - | - | - | - |
| 1 | SITE CLEARENCE | - | - | - | - |
| - | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 1,080 | Sqm | - | - |
| - | EARTH WORK EXCAVATION | - | - | - | - |
| - | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 1,323.1 | 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 upto 1.5 m | 1,058.48 | Cum | - | - |
| - | Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 272.6 | Cum | - | - |
| - | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 524.8 | Cum | - | - |
| - | PLAIN CEMENT CONCRETE | - | - | - | - |
| - | 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) : 8 graded stone aggregate 40 mm nominal size) | 163.1 | Cum | - | - |
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