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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.6 LAccepted-Finance 173 SHAMLI SHIV VIHAR RAIL PAR SHAMLI UTTAR PRADESH 247776 | SHAMLI | UTTAR PRADESH | 247776 | ₹28.6 L | 1 | Accepted-Finance L 1 Bidder |
| 2 | 2₹29.7 L+₹1.1 L (3.87%)Accepted-Finance | ₹29.7 L+₹1.1 L (3.87%) | 2 | Accepted-Finance L 2 Bidder |
| 3 | 3₹30.1 L+₹1.6 L (5.49%)Accepted-Finance | ₹30.1 L+₹1.6 L (5.49%) | 3 | Accepted-Finance L 3 Bidder |
| 4 | 4₹30.6 L+₹2.0 L (7.14%)Accepted-Finance | ₹30.6 L+₹2.0 L (7.14%) | 4 | Accepted-Finance L 4 Bidder |
| 5 | 5₹32.8 L+₹4.3 L (14.9%)Accepted-Finance A 2329 2ND FLOOR GREEN FIELDS FARIDABAD 121002 | FARIDABAD | HARYANA | 121002 | ₹32.8 L+₹4.3 L (14.9%) | 5 | Accepted-Finance L 5 Bidder |
| Sl No | Description | Qty | Unit | REIGN O SPACE INTERIORS PVT LTD L5 | Logix Solutions L4 | ARDENT PROJECTS L2 | panwar construction company L1 | SARBESWAR PRADHAN L7 | M.H.HAZARIKA ENTERPRISE L3 | E-VERVE DESIGN L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | ||||||||||
| 1.01 | 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 50 m outside the periphery of the area cleared. | 80 | sqm | 100 ₹8,000 | 100 ₹8,000 | 36.94 ₹2,955.2 | 20 ₹1,600 Lowest | 35 ₹2,800 | 110 ₹8,800 | 100 ₹8,000 |
| 1.02 | 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. | 60 | Cum | 245 ₹14,700 | 150 ₹9,000 | 250.69 ₹15,041.4 | 75 ₹4,500 Lowest | 250 ₹15,000 | 170 ₹10,200 | 800 ₹48,000 |
| 1.03 | 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. | 25 | Cum | 188 ₹4,700 | 250 ₹6,250 | 168.88 ₹4,222 | 20 ₹500 Lowest | 220 ₹5,500 | 160 ₹4,000 | 1,200 ₹30,000 |
| 1.04 | 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 | 1 | Cum | 420 ₹420 | 800 ₹800 | 558.55 ₹558.55 | 50 ₹50 Lowest | 350 ₹350 | 390 ₹390 | 5,000 ₹5,000 |
| 1.05 | 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 fine sand : 10 graded stone aggregate 40 mm nominal size). | 10 | Cum | 3,850 ₹38,500 | 6,000 ₹60,000 | 3,738.3 ₹37,383 | 1,500 ₹15,000 Lowest | 6,500 ₹65,000 | 5,410 ₹54,100 | 5,500 ₹55,000 |
| 1.06 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 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 nominal size derived from natural sources) | 1 | cum | 6,450 ₹6,450 | 6,000 ₹6,000 | 6,904.86 ₹6,904.86 | 2,000 ₹2,000 Lowest | 10,357 ₹10,357 | 6,210 ₹6,210 | 8,500 ₹8,500 |
| 1.07 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 25 | Cum | 5,850 ₹1,46,250 | 6,000 ₹1,50,000 | 4,354.02 ₹1,08,850.5 Lowest | 6,000 ₹1,50,000 | 6,500 ₹1,62,500 | 7,000 ₹1,75,000 | 8,200 ₹2,05,000 |
| 1.08 | DPC : Providing and laying Reinforced cement concrete 1:2:4 (1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate mix of 20 mm & 12.5mm nominal size) as damp-proof course of 150 mm thick including the cost of centering, shuttering, finishing , reinforcement and mixing water proofing material in cement concrete work etc in doses by weight of cement as per manufacturer's specification complete. | 20 | Cum | 7,850 ₹1,57,000 | 9,500 ₹1,90,000 | 7,344.66 ₹1,46,893.2 | 1,500 ₹30,000 Lowest | 7,000 ₹1,40,000 | 6,200 ₹1,24,000 | 8,500 ₹1,70,000 |
| 1.09 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) | 25 | cum | 9,200 ₹2,30,000 | 7,500 ₹1,87,500 | 5,585.46 ₹1,39,636.5 Lowest | 6,000 ₹1,50,000 | 7,000 ₹1,75,000 | 6,100 ₹1,52,500 | 7,200 ₹1,80,000 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
11 May 2026, 3:00 pmClosed
Deputy Vice President (Projects)
Projects Division, HLL Lifecare Ltd, HLL Bhavan Poojappura
Civil, MEP Works, Furnishing and supply of capital items
2026_HLL_275502_1
HLL/CHO/PROJ/RBD/ODISHA/GF
Open Tender
Civil Works - Buildings
Item Rate
70 days
ODISHA
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
HLL Lifecare Ltd
₹50,000
1 Jun 2026
22 Apr 2026
12 May 2026
22 Apr 2026
11 May 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS | |||||
| - | 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 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| - | 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. | - | 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. | - | 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 | - | 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 fine sand : 10 graded stone aggregate 40 mm nominal size). | - | Cum | - | - |
| - | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 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 nominal size derived from natural sources) | - | cum | - | - |
| - | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | - | - |
| - | DPC : Providing and laying Reinforced cement concrete 1:2:4 (1 cement : 2 coarse sand (Zone III) : 4 graded stone aggregate mix of 20 mm & 12.5mm nominal size) as damp-proof course of 150 mm thick including the cost of centering, shuttering, finishing , reinforcement and mixing water proofing material in cement concrete work etc in doses by weight of cement as per manufacturer's specification complete. | - | Cum | - | - |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) | - | cum | - | - |
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