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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹75,039.80 (0.19%)Admitted-Finance BHAGWATI NIWAS BUDHA VIHAR ARGORA RANCHI 834001 | RANCHI | RANCHI | JHARKHAND | 834001 | ₹3.9 Cr+₹75,039.80 (0.19%) | L2 | Admitted-Finance |
| 3 | L3₹3.9 Cr+₹4.0 L (1.01%)Admitted-Finance | ₹3.9 Cr+₹4.0 L (1.01%) | L3 | Admitted-Finance |
| 4 | L4₹4.0 Cr+₹9.0 L (2.30%)Admitted-Finance | ₹4.0 Cr+₹9.0 L (2.30%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Bidder substantially not responsive due to non compliance of IFB Sl. No. 5 of SBD |
| Sl No | Description | Qty | Unit | BHAGWATI DEVELOPERS AND CONSTRUCTIONS L2 | M/S INFINITY ENTERPRISES L1 | ANAPURNA ENTERPRISES L4 | Altima Infrastructure Private Limited L3 |
|---|---|---|---|---|---|---|---|
| 1.00Section I Building Work | |||||||
| 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. | 240.57 | cum | 165.97 ₹39,928.23 | 165.66 ₹39,852.86 Lowest | 175.21 ₹42,151.15 | 170 ₹40,897.75 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge.
Hard rock (blasting prohibited) | 240.57 | Cum. | 1,160.38 ₹2,79,158.42 | 1,158.16 ₹2,78,624.68 | 175.21 ₹42,151.15 Lowest | 200 ₹48,115 |
| 4.00 | 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. | 481.15 | Cum. | 54.83 ₹26,381.45 | 54.73 ₹26,331.99 Lowest | 552.25 ₹2,65,715.09 | 60 ₹28,869 |
| 5.00 | 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) | 810 | Cum. | 127.84 ₹1,03,550.4 | 127.59 ₹1,03,348.87 Lowest | 589.51 ₹4,77,503.1 | 150 ₹1,21,500 |
| 6.00 | 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) | 62.97 | cum | 584.73 ₹36,820.45 | 583.61 ₹36,750.23 | 589.21 ₹37,102.55 | 580 ₹36,522.6 Lowest |
| 7.00 | Providing designation 75A brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 63.89 | Cum. | 5,395.79 ₹3,44,737.02 | 5,385.45 ₹3,44,076.5 | 5,439.81 ₹3,47,549.46 | 5,385 ₹3,44,047.65 Lowest |
| 8.00 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in CM (1:6) in super structure with approved quality of Clean coarse sand of F.M 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials raking our joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I | 188.54 | Cum. | 4,472.64 ₹8,43,262.6 | 4,464.07 ₹8,41,646.53 | 4,509.16 ₹8,50,148.01 | 4,400 ₹8,29,567.2 Lowest |
| 9.00 | Providing designation 112 mm thick reinforced designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990(9"x4.5"x3") in C.M (1:4) in Superstructure with approval quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening, carriage of materials, sacfolding, raking out joints to 15 mm depth , curing , taxes and royality ( but excluding the cost of reinforcement) all complete as per building specification | 1,048.3 | Sqm | 573.62 ₹6,01,325.85 | 572.52 ₹6,00,169.57 Lowest | 578.3 ₹6,06,231.89 | 580 ₹6,08,014 |
| 10.00 | Providing designation 75 A brick work in C.M. (1: 6) in superstructure 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 curing, taxes and royalty all complete as per building specification and direction of E/I. | 80.8 | Cum | 5,528.52 ₹4,46,704.42 | 5,517.93 ₹4,45,849.01 | 5,573.67 ₹4,50,352.54 | 5,517 ₹4,45,773.6 Lowest |
Tender Value
₹3.9 Cr
EMD Value
₹7.9 L
Closing Date
6 May 2026, 5:00 pmClosed
Chief Engineer
Jharkhand Police Housing Corporation Limited Line Tank Road Ranchi 834001
Construction of G Plus 3 16 L.S. Quarter Block 1 at Khunti Police Station in the district of Khunti.
2026_JPHCL_112572_1
JPHCL/GR 06/NIT 01/2026-27
Open Tender
Civil Works - Buildings
Item Rate
365 days
Khunti
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹7.9 L
Yes
13 Jul 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 Work | - | - | - | - |
| 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. | 1 | cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge.
Hard rock (blasting prohibited) | 1 | Cum. | - | - |
| 4 | 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. | 1 | Cum. | - | - |
| 5 | 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. | - | - |
| 6 | 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) | 1 | cum | - | - |
| 7 | Providing designation 75A brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | - | Cum. | - | - |
| 8 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in CM (1:6) in super structure with approved quality of Clean coarse sand of F.M 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials raking our joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I | 0.2 | Cum. | - | - |
| 9 | Providing designation 112 mm thick reinforced designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990(9"x4.5"x3") in C.M (1:4) in Superstructure with approval quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening, carriage of materials, sacfolding, raking out joints to 15 mm depth , curing , taxes and royality ( but excluding the cost of reinforcement) all complete as per building specification | 1 | Sqm | - | - |
| 10 | Providing designation 75 A brick work in C.M. (1: 6) in superstructure 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 curing, taxes and royalty all complete as per building specification and direction of E/I. | 1 | Cum | - | - |
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