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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹1.9 Cr+₹47,474.04 (0.25%)Rejected-AOC AJAD NAGAR POLICE LINE ROAD SUDHA DALTONGANJ DIST PALAMU JHARKHAND 822101 | DALTONGANJ | PALAMU | JHARKHAND | 822101 | ₹1.9 Cr+₹47,474.04 (0.25%) | L2 | Rejected-AOC L2 bidder |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
30 Mar 2026, 5:00 pmClosed
Chief Engineer
Jharkhand Police Housing Corporation Limited Line Tank Road Ranchi 834001
Construction of Parade Ground, Sitting Gallary and Salami Manch at Home Guard, Palamu in the district of Palamu.
2026_JPHCL_111420_1
JPHCL/GR 06/NIT 09/2025-26
Open Tender
Civil Works
Percentage
270 days
Palamu
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.8 L
Yes
9 Sept 2026
13 Mar 2026
1 Apr 2026
13 Mar 2026
30 Mar 2026
13 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PARADE GROUND | - | - | - | - |
| 2 | 3.20 CASE II
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 1,851.86 | cum | 62.3 | ₹1,15,370.75 |
| 3 | 3.06
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) | 2,777.79 | cum | 62.4 | ₹1,73,333.91 |
| 4 | 3.17
Construction of Embankment with approved material deposited at site from roadway, cutting, and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.Rate per cum after adding royalty@Rs 27.48/cum | 2,777.79 | cum | 61.48 | ₹1,70,778.34 |
| 5 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. | - | - | - | - |
| 6 | Earth/Morrum (5 KM.) | 2,777.79 | cum | 173.52 | ₹4,82,001.6 |
| 7 | Sitting Gallery | - | - | - | - |
| 8 | 5.1.1
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 151.41 | CUM | 151.82 | ₹22,986.46 |
| 9 | 5.1.2
Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B) | 151.41 | CUM | 15.51 | ₹2,348.31 |
| 10 | 5.1.10
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 239.04 | CUM | 589.51 | ₹1,40,914.11 |
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