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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance INDRAPRASTHA COLONY JORA TALAB ROAD NO 2 BARIYATU RANCHI | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹6.7 L (2.56%)Admitted-Finance VILL BHALI P O GORADIH P S MOHAMMADGANJ DIST PALAMU | PALAMU | JHARKHAND | 822101 | ₹2.7 Cr+₹6.7 L (2.56%) | L2 | Admitted-Finance |
| 3 | L2₹2.7 Cr+₹6.7 L (2.56%)Admitted-Finance ADD HANUMAN MANDIR ROAD KRISHNAPURI CHUTIA DORANDA CHUTIYA RANCHI JHARKHAND 834001 | RANCHI | JHARKHAND | 834001 | ₹2.7 Cr+₹6.7 L (2.56%) | L2 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bidder substantially not responsive due to non compliance of ANNEXURE-II (Reference Cl.4.5 (B) (b) of SBD |
| 5 | Rejected-Technical | - | - | Rejected-Technical Bidder substantially not responsive due to non compliance of Clause No. 4.5 A (c)(d) and (e) of SBD |
| Sl No | Description | Qty | Unit | SHASHI PRAKASH L2 | NIRANJAN KUMAR SINGH L1 | M/S BALAJEE CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00Section- I Building Works | ||||||
| 2.00 | 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. | 325.98 | Cum. | 151.82 ₹49,490.28 | 148.02 ₹48,251.56 Lowest | 151.82 ₹49,490.28 |
| 3.00 | Extra for earth work in hard soil as per specification and direction of E/I.( vide classification of soil item B) | 325.98 | Cum. | 15.51 ₹5,055.95 | 15.12 ₹4,928.82 Lowest | 15.51 ₹5,055.95 |
| 4.00 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 512.74 | CUM | 128.28 ₹65,774.29 | 125.07 ₹64,128.39 Lowest | 128.28 ₹65,774.29 |
| 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) | 95.66 | CUM | 589.51 ₹56,393.12 | 574.77 ₹54,983.07 Lowest | 589.51 ₹56,393.12 |
| 6.00 | Providing designation 75 A one brick flat soling joints filles with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I | 773.31 | SQM | 356.52 ₹2,75,700.48 | 347.61 ₹2,68,810.29 Lowest | 356.52 ₹2,75,700.48 |
| 7.00 | 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) | 83.8 | cum | 4,598.23 ₹3,85,331.67 | 4,483.27 ₹3,75,698.03 Lowest | 4,598.23 ₹3,85,331.67 |
| 8.00 | Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 31.54 | Cum. | 5,439.85 ₹1,71,572.87 | 5,303.85 ₹1,67,283.43 Lowest | 5,439.85 ₹1,71,572.87 |
| 9.00 | Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand (zone III) : 4 graded stone aggregate 20mm nominal size). | 37.41 | sqm | 278.35 ₹10,413.91 | 271.39 ₹10,153.51 Lowest | 278.35 ₹10,413.91 |
| 10.00 | Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level
1:1.5:3 (1 cement : 1.5 coarse sand (zone -III ) : 3 graded stone aggregate 20mm nominal Size) | 89.83 | CUM | 4,961.73 ₹4,45,737.01 | 4,837.69 ₹4,34,593.88 Lowest | 4,961.73 ₹4,45,737.01 |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
6 May 2026, 5:00 pmClosed
Chief Engineer
Jharkhand Police Housing Corporation Limited Line Tank Road Ranchi 834001
Construction of Chira Chas Police Station at Chira Chas in the district of Bokaro.
2026_JPHCL_112580_1
JPHCL/GR 10/NIT 01/2026-27
Open Tender
Civil Works - Buildings
Item Rate
365 days
Bokaro
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹5.4 L
Yes
11 Aug 2026
11 Apr 2026
8 May 2026
11 Apr 2026
6 May 2026
11 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Section- I Building Works | - | - | - | - |
| 2 | 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. | - | - |
| 3 | Extra for earth work in hard soil as per specification and direction of E/I.( vide classification of soil item B) | - | Cum. | - | - |
| 4 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | - | 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) | 0.4 | CUM | - | - |
| 6 | Providing designation 75 A one brick flat soling joints filles with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I | 1 | SQM | - | - |
| 7 | 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 | - | - |
| 8 | Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 1 | Cum. | - | - |
| 9 | Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand (zone III) : 4 graded stone aggregate 20mm nominal size). | 1 | sqm | - | - |
| 10 | Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level
1:1.5:3 (1 cement : 1.5 coarse sand (zone -III ) : 3 graded stone aggregate 20mm nominal Size) | 1 | CUM | - | - |
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