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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.4 CrAccepted-AOC KALIKA GUNJ COLONY SIRSIA GIRIDIH JHARKHAND | GIRIDIH | JHARKHAND | 815301 | ₹94.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹101.6 Cr+₹7.2 Cr (7.65%)Rejected-AOC | ₹101.6 Cr+₹7.2 Cr (7.65%) | L2 | Rejected-AOC L2 |
| 3 | L3₹112.7 Cr+₹18.4 Cr (19.5%)Rejected-AOC 6 OM COMPLEX BHUJ BHACHAU BYPASS DABDA ROAD ANJAR KUTCH 370110 | ANJAR | KUTCH | GUJARAT | 370110 | ₹112.7 Cr+₹18.4 Cr (19.5%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | M/S PRASAD CONSTRUCTION & CO L2 | VELJI RATNA SORATHIA INFRA PVT. LTD L3 | NIRANJAN RAI L1 |
|---|---|---|---|---|---|---|
| 1.00Construction of Residential School based on Netrahat Awasiya Vidyalaya, /Indira Gandhi Balika Awasiya Vidyalaya, at Nawadih Block Bokaro District of North Chotanagpur Division of Jharkhand. | ||||||
| 2.00 | Earthwork excavation for foundation trenches in hard soil abnd disposal of excavted earth as obtained to a distance upto 50M. including all lits, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and and direction of E/I | 29,618.82 | Cum | 220 ₹65,16,140.4 | 165 ₹48,87,105.3 Lowest | 315.21 ₹93,36,148.25 |
| 3.00 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting 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) | 26,238.08 | Cum | 115 ₹30,17,379.2 | 54 ₹14,16,856.32 Lowest | 126.25 ₹33,12,557.6 |
| 4.00 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting 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) | 18,031.45 | Cum | 115 ₹20,73,616.75 Lowest | 127 ₹22,89,994.15 | 240.25 ₹43,32,055.86 |
| 5.00 | Providing designation 75A brick work in C.M (1:3) in super structure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E//I | 548.73 | cum | 4,850 ₹26,61,340.5 Lowest | 5,815 ₹31,90,864.95 | 6,450.25 ₹35,39,445.68 |
| 6.00 | Providing 250 mm thick brick jali in cement mortar (1:8) in super structure with designation 75 A brick
Ground Floor | 2,629.84 | cum | 1,070 ₹28,13,928.8 Lowest | 1,290 ₹33,92,493.6 | 1,309.28 ₹34,43,196.92 |
| 7.00 | Providing designation 100A brick work With fly ash lime brick (FLAG) Confirming to IS 12894-1990 in C.M (1:6) in Foundation with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E//I | 4,240.79 | Cum | 3,600 ₹1,52,66,844 Lowest | 4,310 ₹1,82,77,804.9 | 5,010.25 ₹2,12,47,418.1 |
| 8.00 | Providing designation 100A brick work With fly ash lime brick (FLAG) Confirming to IS 12894-1990 in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E//I
Ground Floor | 10,786.95 | Cum | 3,700 ₹3,99,11,715 Lowest | 4,442 ₹4,79,15,631.9 | 5,125.25 ₹5,52,85,815.49 |
| 9.00 | Providing designation 112 mm thick reinforced designation 100A brick work With fly ash lime brick in C.M (1:4) in super structure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty 9but excluding the cost of reinforcement) all complete as per building specification and direction of E//I
Ground Floor | 11,959.35 | Sqm | 475 ₹56,80,691.25 Lowest | 570 ₹68,16,829.5 | 775.21 ₹92,71,007.71 |
| 10.00 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size exceeding 95 sq mm but not exceeding 185 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. | 2,540 | Metre | 160 ₹4,06,400 | 220 ₹5,58,800 | 120 ₹3,04,800 Lowest |
Tender Value
₹114.5 Cr
EMD Value
₹1.1 Cr
Closing Date
15 Apr 2026, 4:00 pmClosed
State Project Director
Office of State Project Director JEPC
Construction of Residential School Based on Netarhat awasiye Vidyalaya/Indira Gandhi Balika Awasiye Vidyalaya at Nawadih Block Bokaro District of North Chotanagpur division of Jharkhand
2026_HRD_111075_2
JEPC/CIV/03/2177/2026/975
Open Tender
Civil Works
Item Rate
Bokaro
Please refer Tender documents.
5 documents required · 5 mandatory
₹25,000
₹1.1 Cr
5 Jun 2026
3 Apr 2026
17 Apr 2026
3 Apr 2026
15 Apr 2026
3 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Residential School based on Netrahat Awasiya Vidyalaya, /Indira Gandhi Balika Awasiya Vidyalaya, at Nawadih Block Bokaro District of North Chotanagpur Division of Jharkhand. | - | - | - | - |
| 2 | Earthwork excavation for foundation trenches in hard soil abnd disposal of excavted earth as obtained to a distance upto 50M. including all lits, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and and direction of E/I | - | Cum | - | - |
| 3 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting 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) | - | Cum | - | - |
| 4 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting 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) | - | Cum | - | - |
| 5 | Providing designation 75A brick work in C.M (1:3) in super structure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E//I | - | cum | - | - |
| 6 | Providing 250 mm thick brick jali in cement mortar (1:8) in super structure with designation 75 A brick
Ground Floor | - | cum | - | - |
| 7 | Providing designation 100A brick work With fly ash lime brick (FLAG) Confirming to IS 12894-1990 in C.M (1:6) in Foundation with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E//I | - | Cum | - | - |
| 8 | Providing designation 100A brick work With fly ash lime brick (FLAG) Confirming to IS 12894-1990 in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E//I
Ground Floor | - | Cum | - | - |
| 9 | Providing designation 112 mm thick reinforced designation 100A brick work With fly ash lime brick in C.M (1:4) in super structure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty 9but excluding the cost of reinforcement) all complete as per building specification and direction of E//I
Ground Floor | - | Sqm | - | - |
| 10 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size exceeding 95 sq mm but not exceeding 185 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. | - | Metre | - | - |
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