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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.0 CrAccepted-AOC AT CHAPARIA PO KOIRIDIH PS JASIDIH DIST DEOGHAR JHARKHAND PIN 814153 | GODDA | JHARKHAND | 814153 | L1 | Accepted-AOC L1 | |
| 2 | L2₹45.2 Cr+₹2.3 Cr (5.29%)Rejected-Finance ASHOK PATH SHER E PUNJAB CHOWK ADITYAPUR JAMSHEDPUR 831013 JHARKHAND | ADITYAPUR | SARAIKELA KHARSAWAN | JHARKHAND | 831013 | L2 | Rejected-Finance L2 | |
| 3 | L3₹46.0 Cr+₹3.0 Cr (6.97%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical 30 INDUSTRIAL AREA KOKAR RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | - | Rejected-Technical NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/S PRASAD CONSTRUCTION & CO L3 | MANOJ KUMAR SINGH L1 | M/S MADAN PRASAD 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 upto 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. | 6,869.49 | CU.M | 225 ₹15,45,635.25 | 123.7 ₹8,49,755.91 Lowest | 175 ₹12,02,160.75 |
| 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 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. | 6,607.68 | CU.M | 30 ₹1,98,230.4 | 12.64 ₹83,521.08 | 12 ₹79,292.16 Lowest |
| 3.00 | FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation 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) | 6,589.71 | CU.M | 110 ₹7,24,868.1 | 45.04 ₹2,96,800.54 | 41 ₹2,70,178.11 Lowest |
| 4.00 | 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) | 1,734.44 | CU.M | 700 ₹12,14,108 | 480.33 ₹8,33,103.57 | 442 ₹7,66,622.48 Lowest |
| 5.00 | 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 | 6,857.5 | SQ.M. | 400 ₹27,43,000 | 290.49 ₹19,92,035.18 Lowest | 410 ₹28,11,575 |
| 6.00 | Providing designation 75-B, one 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 | 108.06 | SQ.M. | 390 ₹42,143.4 | 273.16 ₹29,517.67 | 248 ₹26,798.88 Lowest |
| 7.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 1,086.93 | SQ.M. | 200 ₹2,17,386 | 145.62 ₹1,58,278.75 | 134 ₹1,45,648.62 Lowest |
| 8.00Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | ||||||
| 9.00 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 165.56 | CU.M | 2,400 ₹3,97,344 | 1,945.72 ₹3,22,133.4 Lowest | 2,800 ₹4,63,568 |
| 10.00 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 48.63 | CU.M | 3,000 ₹1,45,890 Lowest | 6,730.6 ₹3,27,309.08 | 11,000 ₹5,34,930 |
Tender Value
Refer Docs
EMD Value
₹52.7 L
Closing Date
26 Dec 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Nodal Officer
e-Procurement Cell, Jharkhand State Building Construction Corporation Ltd., Ranchi.
Construction and Renovation work of New Building in Government Womens Polytechnic, Jamshedpur for Developing it as a State of the Art Institution
2025_JSBCC_106821_1
JSBCCL/47/2025-26
Open Tender
Civil Works - Buildings
Item Rate
630 days
JAMSHEDPUR
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹52.7 L
JSBCCL
29 May 2026
28 Nov 2025
29 Dec 2025
28 Nov 2025
26 Dec 2025
28 Nov 2025
4 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 upto 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. | 6,869.49 | CU.M | - | - |
| - | 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 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. | 6,607.68 | CU.M | - | - |
| - | FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation 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) | 6,589.71 | CU.M | - | - |
| - | 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) | 1,734.44 | CU.M | - | - |
| - | 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 | 6,857.5 | SQ.M. | - | - |
| - | Providing designation 75-B, one 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 | 108.06 | SQ.M. | - | - |
| - | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 1,086.93 | SQ.M. | - | - |
| - | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | - | - | - | - |
| - | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 165.56 | CU.M | - | - |
| - | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 48.63 | CU.M | - | - |
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