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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | -0.25% | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹45,218.76 (0.25%)Admitted-Finance SARVESHWARI NAGAR BAJRA HEDAL RANCHI JHARKHAND 834005 | RANCHI | RANCHI | JHARKHAND | 834005 | +0.00% | ₹1.8 Cr+₹45,218.76 (0.25%) | L2 | Admitted-Finance |
| 3 | L2₹1.8 Cr+₹45,218.76 (0.25%)Admitted-Finance | +0.00% | ₹1.8 Cr+₹45,218.76 (0.25%) | L2 | Admitted-Finance |
| 4 | Rejected-Technical 822101 | PALAMU | JHARKHAND | 822101 | - | - | - | Rejected-Technical Bidder substantially not responsive due to non compliance of Detailed NIT Sl. No. 20 of F2 bid document |
| 5 | Rejected-Technical GRAM MARUDIH PO MANDRO THANA DEORI DISTRICT GIRIDIH JHARKHAND | GIRIDIH | GIRIDIH | JHARKHAND | - | - | - | Rejected-Technical Bidder substantially not responsive due to non compliance of Detailed NIT Sl. No. 25 of F2 bid document |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
18 Apr 2026, 5:00 pmClosed
Chief Engineer
Jharkhand Police Housing Corporation Limited Line Tank Road Ranchi 834001
Construction of Magazine Building at Police Line, Dumka in the district of Dumka.
2026_JPHCL_111086_1
JPHCL/GR 08/NIT 08/2025-26
Open Tender
Civil Works - Buildings
Percentage
270 days
Dumka
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.6 L
Yes
13 Jul 2026
11 Mar 2026
20 Apr 2026
11 Mar 2026
18 Apr 2026
11 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 | Section I Building Work | - | - | - | - |
| 2 | 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. | - | Cum | 151.82 | - |
| 3 | 5.1.7
Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 0.43 | Cum. | 55.28 | ₹23.49 |
| 4 | 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) | 0.75 | cum | 589.51 | ₹439.77 |
| 5 | 5.6.1
Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I | 0.48 | Sqm | 356.52 | ₹171.13 |
| 6 | 5.3.1.4
Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level
1:3:6 (1 cement : 3 coarse sand (zone -III ) : 6 graded stone aggregate 20 mm nominal Size) | 0.3 | Cum. | 4,125.41 | ₹1,217 |
| 7 | 5.3.9.1
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.
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 0.8 | Cum. | 5,218 | ₹4,169.18 |
| 8 | 5.3.17.1
Centering and Shuttering including strutting, propping etc. And removal of form for
Foundation, footing, bases of column, etc. For mass concrete | - | Sqm. | 194.5 | - |
| 9 | 5.3.10
R.C.C. Work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, column, pillars, piers, abutments, posts and stru etc. Above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size) | - | Cum | 6,082.45 | - |
| 10 | 5.3.17.6
Centering and Shuttering including strutting, propping etc. And removal of form for
Column, Pillars, Piers, Abutments, posts and Struts | - | Sqm | 465.38 | - |
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