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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAccepted-AOC B 283 DERAWAL NAGAR MODEL TOWN DELHI 110 009 | ₹7.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹8.2 Cr+₹74.4 L (10.0%)Rejected-AOC | ₹8.2 Cr+₹74.4 L (10.0%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | GOLDENERA CONSTRUCTIONS AND INFRA PVT LTD | GOLDENERA CONSTRUCTIONS AND INFRA PVT LTD L1 | Fama Marketing L2 |
|---|---|---|---|---|---|---|
| 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. | 900 | Sqm | 16 ₹14,400 | 16 ₹14,400 | 14 ₹12,600 Lowest |
| 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. | 2,103.5 | Cum | 240 ₹5,04,840 | 240 ₹5,04,840 | 220 ₹4,62,770 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 | 1,682.8 | Cum | 197 ₹3,31,511.6 | 197 ₹3,31,511.6 | 169 ₹2,84,393.2 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 | 50.6 | Cum | 655 ₹33,143 | 655 ₹33,143 | 459 ₹23,225.4 Lowest |
| 1.06 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 350 | m | 328 ₹1,14,800 | 328 ₹1,14,800 | 308 ₹1,07,800 Lowest |
| 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) | 148.2 | Cum | 6,350 ₹9,41,070 | 6,350 ₹9,41,070 | 5,970 ₹8,84,754 Lowest |
Tender Value
₹8.2 Cr
EMD Value
₹20.4 L
Closing Date
13 Mar 2026, 3:00 pmClosed
ASSOCIATE VICE PRESIDENT
HLL Lifecare Limited, HLL Bhavan, No26/4, Tambaram-Velachery Main Road, Pallikaranai, Chennai 600 100, Tamilnadu
Construction of Dental Building and Physical Medicine and Rehabilitation Centre at AIIMS Mangalagiri, Andhra Pradesh
2026_HLL_267792_2
HLL/CMO/HCD/DPMR-AP/25-26
Open Tender
Civil Works - Buildings
Item Rate
270 days
AIIMS Mangalagiri
Please refer Tender documents.
22 documents required · 22 mandatory
₹2,950
Yes
Payable To
₹20.4 L
Yes
5 Jun 2026
6 Mar 2026
14 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 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. | 900 | 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. | 2,103.5 | 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 | 1,682.8 | 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 | 50.6 | Cum | - | - |
| - | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 350 | m | - | - |
| - | 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) | 148.2 | Cum | - | - |
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