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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 CrAccepted-AOC MANSINGHDIH BENGABAD GIRIDIH JH 815312 | GIRIDIH | JHARKHAND | 815312 | ₹17.6 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹17.9 Cr+₹21.3 L (1.21%)Rejected-AOC | ₹17.9 Cr+₹21.3 L (1.21%) | L2 | Rejected-AOC L2 bidder |
| 3 | Rejected-Technical HAZARIBAGH | JHARKHAND | 825301 | - | - | Rejected-Technical Bidder substantially not responsive due to non compliance of Clause No. Cl. 4.5(A) (b) (I), 4.5A(d) and Cl. 4.5A(f) of SBD |
| 4 | Rejected-Technical HEERABAG KUMHARTOLI ROAD BEHIND OM ENCLAVE MATWARI HAZARIBAGH JHARKHAND 825301 | HAZARIBAGH | JHARKHAND | 825301 | - | - | Rejected-Technical Bidder substantially not responsive due to non compliance of Clause No. Cl. Cl.4.5A(c) of SBD |
| Sl No | Description | Qty | Unit | Manish Kumar Singh L1 | M/S Ram Pravesh Singh L2 |
|---|---|---|---|---|---|
| 1.00Building Work | |||||
| 2.00 | Earthwork 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 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. | 2,107.24 | CUM | 150 ₹3,16,086 Lowest | 152.5 ₹3,21,354.1 |
| 3.00 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 2,107.24 | CUM | 13 ₹27,394.12 Lowest | 13.3 ₹28,026.29 |
| 4.00 | Filling in foundation trenches and plinth layers not exceeding 150 mm thick well watered rammed fully compacted and fine dressed with earth obtained after cutting with in 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) | 2,107.24 | CUM | 55 ₹1,15,898.2 Lowest | 56 ₹1,18,005.44 |
| 5.00 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) | 205.11 | CUM | 550 ₹1,12,810.5 Lowest | 555 ₹1,13,836.05 |
| 6.00 | Filling in foundation trenches and plinth layers not exceeding 150 mm thick well watered rammed fully compacted and fine dressed with earth obtained after cutting with in 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) | 451.05 | CUM | 100 ₹45,105 Lowest | 102 ₹46,007.1 |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | 79.02 | CUM | 4,000 ₹3,16,080 Lowest | 4,100 ₹3,23,982 |
| 8.00 | Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level
1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size) | 98.57 | CUM | 4,200 ₹4,13,994 Lowest | 4,256 ₹4,19,513.92 |
| 9.00 | 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 | 1,314.34 | SQM | 330 ₹4,33,732.2 Lowest | 340 ₹4,46,875.6 |
| 10.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 1.10% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All work up to Plinth Level
Concrete of M25 grade with minimum cement content of 330 kg /cum | 796.06 | CUM | 5,500 ₹43,78,330 Lowest | 5,550 ₹44,18,133 |
Tender Value
₹17.7 Cr
EMD Value
₹35.4 L
Closing Date
28 Nov 2025, 5:00 pmClosed
Chief Engineer
Jharkhand Police Housing Corporation Limited Line Tank Road Ranchi 834001
Construction of AHTU Thana, Cyber Thana, SC ST Thana and Mahila Thana with One Room Hall Accommodation 48 Nos, G Plus 6 Building at Mahila Thana Campus, Giridih in the District of Giridih.
2025_JPHCL_106296_1
JPHCL/GR 06/NIT 06/2025-26
Open Tender
Civil Works - Buildings
Item Rate
450 days
Giridh
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹35.4 L
Yes
19 Aug 2026
6 Nov 2025
2 Dec 2025
6 Nov 2025
28 Nov 2025
6 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Building Work | - | - | - | - |
| 2 | Earthwork 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 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. | 1 | CUM | 1 | ₹1 |
| 3 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 1 | CUM | 1 | ₹1 |
| 4 | Filling in foundation trenches and plinth layers not exceeding 150 mm thick well watered rammed fully compacted and fine dressed with earth obtained after cutting with in 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) | 1 | CUM | - | - |
| 5 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) | - | CUM | 1 | - |
| 6 | Filling in foundation trenches and plinth layers not exceeding 150 mm thick well watered rammed fully compacted and fine dressed with earth obtained after cutting with in 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) | - | CUM | 1 | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | 1 | CUM | 1 | ₹1 |
| 8 | Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level
1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size) | 1 | CUM | 1 | ₹1 |
| 9 | 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 | 1 | SQM | 1 | ₹1 |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 1.10% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All work up to Plinth Level
Concrete of M25 grade with minimum cement content of 330 kg /cum | 1 | CUM | 1 | ₹1 |
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