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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.8 CrAccepted-AOC | ₹7.8 Cr | L-1 | Accepted-AOC Lowest bidder |
| 2 | L-2₹7.8 Cr+₹8.7 L (1.12%)Rejected-Finance | ₹7.8 Cr+₹8.7 L (1.12%) | L-2 | Rejected-Finance Higher bidder |
| 3 | L-3₹7.9 Cr+₹12.7 L (1.63%)Rejected-Finance 00 IBRAHIMPUR NAGWAN NAUBATPUR PATNA BIHAR 801109 | PATNA | BIHAR | 801109 | ₹7.9 Cr+₹12.7 L (1.63%) | L-3 | Rejected-Finance Higher bidder |
| 4 | L-4₹9.1 Cr+₹1.3 Cr (17.4%)Rejected-Finance | ₹9.1 Cr+₹1.3 Cr (17.4%) | L-4 | Rejected-Finance Higher bidder |
| 5 | L-5₹9.6 Cr+₹1.8 Cr (23.1%)Rejected-Finance 6 OM COMPLEX BHUJ BHACHAU BYPASS DABDA ROAD ANJAR KUTCH 370110 | ANJAR | KUTCH | GUJARAT | 370110 | ₹9.6 Cr+₹1.8 Cr (23.1%) | L-5 | Rejected-Finance Higher bidder |
| Sl No | Description | Qty | Unit | M/S Ram Pravesh Singh H7 | SHREE RAM ENTERPRISES H6 | M/s Baban Kumar Singh H1 | PUSHPANJALI ENGGCON PRIVATE LIMITED H2 | VARDHAN SYNDICATE PRIVATE LIMITED H5 | VIJAYA INFRA H3 | M/S Sharda Enterprises H8 | VELJI RATNA SORATHIA INFRA PVT. LTD H4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 12 ₹39,360 Lowest | 15.68 ₹51,430.4 | 80 ₹2,62,400 | 80 ₹2,62,400 | 13.65 ₹44,772 | 80 ₹2,62,400 | 12.21 ₹40,048.8 | 14 ₹45,920 |
| 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 | 400 ₹4,000 | 449.46 ₹4,494.6 | 6,500 ₹65,000 | 6,500 ₹65,000 | 412.9 ₹4,129 | 6,500 ₹65,000 | 369.44 ₹3,694.4 Lowest | 430 ₹4,300 |
| 3.00 | Beyond 60 cm girth upto and including 120 cm girth | 5 | Each | 100 ₹500 Lowest | 1,696.1 ₹8,480.5 | 2,500 ₹12,500 | 2,500 ₹12,500 | 1,840.93 ₹9,204.65 | 2,500 ₹12,500 | 1,647.15 ₹8,235.75 | 1,800 ₹9,000 |
| 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 | 151 ₹3,71,916.02 | 116.94 ₹2,88,025.56 Lowest | 450 ₹11,08,359 | 450 ₹11,08,359 | 144.23 ₹3,55,241.37 | 450 ₹11,08,359 | 129.05 ₹3,17,852.73 | 150 ₹3,69,453 |
| 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 | 15 ₹19,279.65 | 13.15 ₹16,901.83 Lowest | 250 ₹3,21,327.5 | 250 ₹3,21,327.5 | 14.73 ₹18,932.62 | 250 ₹3,21,327.5 | 13.18 ₹16,940.39 | 20 ₹25,706.2 |
| 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 | 516 ₹80,841.72 | 438.04 ₹68,627.73 Lowest | 650 ₹1,01,835.5 | 650 ₹1,01,835.5 | 490.93 ₹76,914 | 650 ₹1,01,835.5 | 439.25 ₹68,817.3 | 500 ₹78,335 |
| 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 | 62 ₹19,669.5 | 212 ₹67,257 | 75 ₹23,793.75 | 75 ₹23,793.75 | 53.39 ₹16,937.98 | 75 ₹23,793.75 | 47.77 ₹15,155.03 Lowest | 60 ₹19,035 |
| 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 | 178 ₹2,29,620 | 118.72 ₹1,53,148.8 Lowest | 250 ₹3,22,500 | 250 ₹3,22,500 | 169.79 ₹2,19,029.1 | 250 ₹3,22,500 | 151.91 ₹1,95,963.9 | 170 ₹2,19,300 |
| 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 | 55 ₹85,887.45 | 46.87 ₹73,191.72 Lowest | 90 ₹1,40,543.1 | 90 ₹1,40,543.1 | 52.52 ₹82,014.71 | 90 ₹1,40,543.1 | 46.99 ₹73,379.11 | 60 ₹93,695.4 |
| 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 | 1,316 ₹3,39,528 | 1,998.01 ₹5,15,486.58 | 1,400 ₹3,61,200 | 1,400 ₹3,61,200 | 1,224.55 ₹3,15,933.9 | 1,450 ₹3,74,100 | 1,095.65 ₹2,82,677.7 Lowest | 1,200 ₹3,09,600 |
Tender Value
Refer Docs
EMD Value
₹9.6 L
Closing Date
20 Apr 2026, 4:00 pmClosed
Chief Engineer, JIIDCO
5th floor, Udyog Bhawan, Ratu Road, Ranchi
Construction of 100 Bedded Working Women Hostel at Ormanjhi Ranchi Jharkhand
2026_JIIDC_112611_1
JIIDCO/33/Women Hostel/SBD/2025-2026(Sl.no.03)
Open Tender
Civil Works
Item Rate
Ormanjhi
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
₹9.6 L
13 Aug 2026
8 Apr 2026
21 Apr 2026
8 Apr 2026
20 Apr 2026
8 Apr 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. | - | 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 | - | Each | - | - |
| 3 | Beyond 60 cm girth upto and including 120 cm girth | - | 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 | - | Cum | - | - |
| 5 | Extra for earth work in hard soil as per specification & direction of engineer in charge (Vide classification of soil item B) | - | 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 | - | 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 | - | 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. | - | 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). | - | 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 | - | Cum | - | - |
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