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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance VILL BHALI P O GORADIH P S MOHAMMADGANJ DIST PALAMU | PALAMU | JHARKHAND | 822101 | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.8 Cr+₹1.3 L (0.33%)Admitted-Finance ADD HANUMAN MANDIR ROAD KRISHNAPURI CHUTIA DORANDA CHUTIYA RANCHI JHARKHAND 834001 | RANCHI | JHARKHAND | 834001 | ₹3.8 Cr+₹1.3 L (0.33%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 4TH FLOOR GALAXLA SNI RESIDENCY RANI BAGAN BARIYATU RANCHI JHARKHAND 834009 | RANCHI | JHARKHAND | 834009 | - | - | Rejected-Technical Bidder substantially not responsive due to non compliance of IFB (Sl. No. 5) of SBD |
| 4 | Rejected-Technical SUDHA APARTMENT FLATE NO 301 MORABADI THANA BARIATU RANCHI JHARKHAND 834008 | RANCHI | JHARKHAND | 834008 | - | - | Rejected-Technical Bidder substantially not responsive due to non compliance of IFB (Sl. No. 5) of SBD |
| Sl No | Description | Qty | Unit | SHASHI PRAKASH L2 | M/S BALAJEE CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 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. | 532.2 | cum | 148.37 ₹78,962.51 | 147.89 ₹78,707.06 Lowest |
| 3.00 | Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B) | 481.15 | Cum. | 15.16 ₹7,294.23 | 15.11 ₹7,270.18 Lowest |
| 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. | 681.25 | Cum. | 54.03 ₹36,807.94 | 53.85 ₹36,685.31 Lowest |
| 5.00 | 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 | 576.13 ₹36,278.91 | 574.24 ₹36,159.89 Lowest |
| 6.00 | 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. | 35.2 | Cum. | 5,316.37 ₹1,87,136.22 | 5,298.96 ₹1,86,523.39 Lowest |
| 7.00 | 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. | 306.7 | Cum | 5,447.15 ₹16,70,640.91 | 5,429.31 ₹16,65,169.38 Lowest |
| 8.00 | Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. | 1,193.32 | Sqm | 697.29 ₹8,32,087.31 | 695.01 ₹8,29,366.55 Lowest |
| 9.00 | Supplying, fitting & fixing 30mm thick solid core type decorative Single leaf flush shutter with both sides decorative veneered with black board core bended with high quality phenol formal dehydes synthetic resin of standard make with Aluminium fittings such as hinges, tower bolts, handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/I. | 194.2 | Sqm | 1,991.09 ₹3,86,669.68 | 1,984.57 ₹3,85,403.49 Lowest |
| 10.00 | Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold ofmild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, includingM.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike plate and shock absorbers as specified and applying a coat of approved steelprimer after pre-treatment of the surface as directed by Engineerin-charge Fixing with adjustable lugs with split end tail to each jamb | 550 | Mtr. | 465.4 ₹2,55,970 | 463.88 ₹2,55,134 Lowest |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 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 Police Line Garhwa in the district of Garhwa.
2026_JPHCL_112574_1
JPHCL/GR 08/NIT 01/2026-27
Open Tender
Civil Works - Buildings
Item Rate
365 days
Garhwa
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹7.8 L
Yes
17 Jun 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. | - | cum | - | - |
| 3 | Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B) | 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. | - | Cum. | - | - |
| 5 | 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 | - | - |
| 6 | 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. | - | - |
| 7 | 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 | - | - |
| 8 | Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. | 0.4 | Sqm | - | - |
| 9 | Supplying, fitting & fixing 30mm thick solid core type decorative Single leaf flush shutter with both sides decorative veneered with black board core bended with high quality phenol formal dehydes synthetic resin of standard make with Aluminium fittings such as hinges, tower bolts, handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/I. | 1 | Sqm | - | - |
| 10 | Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold ofmild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, includingM.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike plate and shock absorbers as specified and applying a coat of approved steelprimer after pre-treatment of the surface as directed by Engineerin-charge Fixing with adjustable lugs with split end tail to each jamb | - | Mtr. | - | - |
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