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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC PIPRATOLI KHUNTI JHARKHAND | KHUNTI | JHARKHAND | 835209 | ₹2.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 CrRejected-AOC | ₹2.0 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical VILL KISHTOPUR PO ISLAMPUR PS BARHARWA SAHIBGANJ JHARKHAND 816101 | KISHTOPUR | SAHIBGANJ | JHARKHAND | 816101 | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical 2ND LANE BALIAND BESIDE MASJID VILL BALIYAND KADMA HAZARIBAGH JHARKHAND 825302 | HAZARIBAGH | HAZARIBAGH | JHARKHAND | 825302 | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | AKASH KUMAR L1 | M/S UNIVERSAL TELECOM L2 |
|---|---|---|---|---|---|
| 1.00 | 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 up to 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. 5.1.1 | 376.6 | m3 | 150.04 ₹56,505.06 | 151.82 ₹57,175.41 |
| 2.00 | Extra for Earthwork in excavation in hard soil -do- all comp. 5.1.2 | 340.59 | cum | 15.33 ₹5,221.24 | 15.51 ₹5,282.55 |
| 3.00 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M 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) . BCD 5.1.10 | 92.61 | cum | 582.61 ₹53,955.51 | 589.51 ₹54,594.52 |
| 4.00 | Providing designation 75- A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. BCD 5.6.1 | 885.94 | sqm | 352.35 ₹3.1 L | 356.52 ₹3.2 L |
| 5.00 | Providing P.C.C. M-15 with nominal mix of (1:2:4) in Foundation with approved quality of stone metal grade III (53 to 22.4 mm size) and clean coarse sand of F.M. 2.5 to 3 including screening, , mixing cement concrete in mixture, placing in position, vibration, striking, curing, taxes and royalty all complete as per building specification & direction of E/I.BCD 5.3.1.2 | 63.6 | cum | 4,544.43 ₹2.9 L | 4,598.23 ₹2.9 L |
| 6.00 | Providing R.C.C. M-20 with nominal mix of (1:1.5:3) in FOUNDATION and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including , mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. BCD 5.3.1.1 | 78.43 | cum | 4,903.68 ₹3.8 L | 4,961.73 ₹3.9 L |
| 7.00 | Providing designation 75-A brick work in C.M. (1:6) in foundation & 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 , curing, taxes & royalty all complete as per building specification & direction of E/I. BCD 5.2.3 | 45.56 | cum | 5,376.2 ₹2.4 L | 5,439.85 ₹2.5 L |
| 8.00 | Providing designation 75-A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge. BCD 5.2.11 | 265.78 | cum | 5,508.46 ₹14.6 L | 5,573.67 ₹14.8 L |
| 9.00 | Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in COLUMN with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening , mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. BCD 5.3.10 | 36.75 | cum | 6,011.29 ₹2.2 L | 6,082.45 ₹2.2 L |
| 10.00 | Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in BEAM with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening , mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. BCD 5.3.11 | 232.13 | cum | 6,235.06 ₹14.5 L | 6,308.87 ₹14.6 L |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
27 Apr 2026, 5:00 pmClosed
DISTRICT ENGINEER
OFFICE ZILA PARISHAD KHUNTI
CONSTRUCTION OF 12 ADDITIONAL CLASSROOM AT ST BOYS RESIDENTIAL HIGH SCHOOL HUNTH ARKI
2026_ZPKHU_113168_1
DOPR/DE/Khunti/01/2026-27
Open Tender
Civil Works
330 days
ZILA PARISHAD KHUNTI
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.0 L
10 Jun 2026
20 Apr 2026
29 Apr 2026
20 Apr 2026
27 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 up to 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. 5.1.1 | - | m3 | - | - | BI01010001010000000000000515BI0100001116 |
| 2 | Extra for Earthwork in excavation in hard soil -do- all comp. 5.1.2 | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 3 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M 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) . BCD 5.1.10 | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 4 | Providing designation 75- A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. BCD 5.6.1 | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 5 | Providing P.C.C. M-15 with nominal mix of (1:2:4) in Foundation with approved quality of stone metal grade III (53 to 22.4 mm size) and clean coarse sand of F.M. 2.5 to 3 including screening, , mixing cement concrete in mixture, placing in position, vibration, striking, curing, taxes and royalty all complete as per building specification & direction of E/I.BCD 5.3.1.2 | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 6 | Providing R.C.C. M-20 with nominal mix of (1:1.5:3) in FOUNDATION and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including , mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. BCD 5.3.1.1 | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 7 | Providing designation 75-A brick work in C.M. (1:6) in foundation & 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 , curing, taxes & royalty all complete as per building specification & direction of E/I. BCD 5.2.3 | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
| 8 | Providing designation 75-A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge. BCD 5.2.11 | 1 | cum | - | - | BI01010001010000000000000515BI0100001123 |
| 9 | Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in COLUMN with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening , mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. BCD 5.3.10 | - | cum | - | - | BI01010001010000000000000515BI0100001124 |
| 10 | Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in BEAM with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening , mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. BCD 5.3.11 | 1 | cum | - | - | BI01010001010000000000000515BI0100001125 |
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