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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.0 CrAccepted-AOC D 16 SANGAM VIHAR SONARI JAMSHEDPUR | ₹8.0 Cr | L-1 | Accepted-AOC Lowest bidder |
| 2 | L-2₹8.0 Cr+₹1.5 L (0.18%)Rejected-Finance BHULI NAGAR OLD B TYPE BHULI DHANBAD | ₹8.0 Cr+₹1.5 L (0.18%) | L-2 | Rejected-Finance Higher Bidder |
| 3 | L-3₹8.8 Cr+₹84.1 L (10.5%)Rejected-Finance 00 IBRAHIMPUR NAGWAN NAUBATPUR PATNA BIHAR 801109 | PATNA | BIHAR | 801109 | ₹8.8 Cr+₹84.1 L (10.5%) | L-3 | Rejected-Finance Higher Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically not qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically not qualified |
| Sl No | Description | Qty | Unit | SHREE RAM ENTERPRISES H1 | M/S SANJAY KUMAR SINGH H2 | PUSHPANJALI ENGGCON PRIVATE LIMITED H3 |
|---|---|---|---|---|---|---|
| 1.00 | EARTH WORK
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. | 3,280 | Sqm | 17.43 ₹57,170.4 Lowest | 78 ₹2,55,840 | 67.55 ₹2,21,564 |
| 2.00 | Felling trees of the girth (measured at a height of 1 m above groundlevel), including cutting of trunks and branches, removing the roots andstacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth | 10 | Each | 499.63 ₹4,996.3 Lowest | 6,337.5 ₹63,375 | 5,488.6 ₹54,886 |
| 3.00 | Beyond 60 cm girth upto and including 120 cm girth | 5 | Each | 1,885.4 ₹9,427 Lowest | 2,437.5 ₹12,187.5 | 2,111 ₹10,555 |
| 4.00 | Earth Work in excavation in Foundation Trenches in Ordinary soil (vide classification of soil item -B) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I | 2,463.02 | Cum | 130 ₹3,20,192.6 Lowest | 438.75 ₹10,80,650.03 | 379.98 ₹9,35,898.34 |
| 5.00 | Extra for earth work in hard soil as per specification & direction of engineer in charge (Vide classification of soil item B) | 1,285.31 | Cum | 14.62 ₹18,791.23 Lowest | 243.75 ₹3,13,294.31 | 211.1 ₹2,71,328.94 |
| 6.00 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock | 156.67 | Cum | 486.93 ₹76,287.32 Lowest | 633.75 ₹99,289.61 | 548.86 ₹85,989.9 |
| 7.00 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m | 317.25 | Cum | 235.67 ₹74,766.31 | 73.13 ₹23,200.49 | 63.33 ₹20,091.44 Lowest |
| 8.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 1,290 | Sqm | 131.97 ₹1,70,241.3 Lowest | 243.75 ₹3,14,437.5 | 211.1 ₹2,72,319 |
| 9.00 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 1,561.59 | Cum | 52.11 ₹81,374.45 Lowest | 87.75 ₹1,37,029.52 | 76 ₹1,18,680.84 |
| 10.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.) For Grading -II Material | 258 | Cum | 2,221 ₹5,73,018 | 1,365 ₹3,52,170 | 1,182.16 ₹3,04,997.28 Lowest |
Tender Value
Refer Docs
EMD Value
₹9.6 L
Closing Date
11 Mar 2026, 4:00 pmClosed
Chief Engineer
5th floor Udyog Bhawan Ratu Road Ranch
Construction of 100 Bedded Working Women Hostel at Devipur, Deoghar Near AIIMS Jharkhand
2026_JIIDC_110555_1
JIIDCO/26/Women Hostel/SBD/2025-2026
Open Tender
Civil Works - Buildings
Item Rate
Deoghar
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
₹9.6 L
9 Jun 2026
27 Feb 2026
12 Mar 2026
27 Feb 2026
11 Mar 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | EARTH WORK
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. | 3,280 | Sqm | - | - |
| 2 | Felling trees of the girth (measured at a height of 1 m above groundlevel), including cutting of trunks and branches, removing the roots andstacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth | 10 | Each | - | - |
| 3 | Beyond 60 cm girth upto and including 120 cm girth | 5 | Each | - | - |
| 4 | Earth Work in excavation in Foundation Trenches in Ordinary soil (vide classification of soil item -B) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I | 2,463.02 | Cum | - | - |
| 5 | Extra for earth work in hard soil as per specification & direction of engineer in charge (Vide classification of soil item B) | 1,285.31 | Cum | - | - |
| 6 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock | 156.67 | Cum | - | - |
| 7 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m | 317.25 | Cum | - | - |
| 8 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 1,290 | Sqm | - | - |
| 9 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 1,561.59 | Cum | - | - |
| 10 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.) For Grading -II Material | 258 | Cum | - | - |
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