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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₹6.0 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹6.9 Cr+₹88.5 L (14.7%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical DHANBAD | DHANBAD | JHARKHAND | 818142 | - | Rejected-Technical REJECT | |
| 4 | Rejected-Technical | - | Rejected-Technical REJECT | |
| 5 | Rejected-Technical 552 ROAD NO 05 LAJPAT NAGAR ARGORA PUNDAG RANCHI 834004 | RANCHI | RANCHI | JHARKHAND | 834004 | - | Rejected-Technical REJECT |
| Sl No | Description | Qty | Unit | JAI MAA CONSTRUCTION L1 | ABHAY KUMAR SINHA L2 |
|---|---|---|---|---|---|
| 1.00ESR capacity with staging 18 M- 436 KL | |||||
| 2.00Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Providing all labours and equipment for designing & construction of ESR all complete job. | |||||
| 3.00Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging Consisting of columns, internal and External bracings spaced vertically not More than 4.5 metres centre to centre for ESR having capacity upto 500 cum and Not more than 6m c/c for ESR shaving Capacity above 500 Cum including Excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and outside face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, outside, Stainless steel ladder in contenor, C.I. manhole frame and covers, water level indicators,l ightening conductor, G.I. pipe railing around walk way and top slab, Providing Stair case from ground level to roof level , MS Grill Gate of 2M Height with locking arrangement of approved design,B.B. Masonary Chambers For all valves ventilations shafts, providing and applying three coats acrylie emulsion with silicon edditives paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground part soft the structure and giving satisfactory water tightness test as per IS code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in chief. | |||||
| 4.00Providing spiral stair case from ground level to roof level, M.S. Grill gate of 2M height with locking arrangement of approved design, B.B. Masonry chambers for all valves, providing and applying three coats of Cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment forunder ground part soft he structure and giving satisfactory water tightness test as per I.S. code. The job to include painting then ameof the scheme and other details on there servoir as per the directions of Engineer In - Charge. | |||||
| 5.00Notes | |||||
| 6.00The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 2009 or revised.) | |||||
| 7.00The design shall satisfy the stipulations as per I.S. 1893 -1984 and I.S.13920/1993 for seismic force and I.S.-11682 / 1985 for R.C.C. staging of over head tanks. | |||||
| 8.00For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. | |||||
| 9.00The Entire structure shal be M/250 mix only .However concrete in contract with water such as container base slab,walls,roofs slab & putting in water base area shall be in M300 | |||||
| 10.00Plain round mild steel bars grade- I conforming to I.S.432 part-I orhigh yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall beused, grade- I Imild steel bars will not be allowed | |||||
Tender Value
₹7.4 Cr
EMD Value
₹7.5 L
Closing Date
29 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.
Executive Engineer D.W. and S. Div. Jhumritelaiya
At Pani Tanki Campus Lakhibagi Koderma
Detailed survey design and drawing const of Intake well pump house Gangway WTP ESR Raw and clear water Distribution network 5 year OM etc all complete job for Sainik School Rural Water Supply Scheme under D. W. and S. Div JMT on Turnkey Basis
2025_DWSD_107606_1
36/JMT/2025-26
Open Tender
Civil Works
Item Rate
545 days
D. W. and S. Division Jhumritelaiya
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹7.5 L
EIC DWSD JHARKHAND RANCHI
5 May 2026
9 Dec 2025
31 Dec 2025
9 Dec 2025
29 Dec 2025
11 Dec 2025
12 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | ESR capacity with staging 18 M- 436 KL | - | - | - | - |
| 2 | Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Providing all labours and equipment for designing & construction of ESR all complete job. | - | - | - | - |
| 3 | Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging Consisting of columns, internal and External bracings spaced vertically not More than 4.5 metres centre to centre for ESR having capacity upto 500 cum and Not more than 6m c/c for ESR shaving Capacity above 500 Cum including Excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and outside face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, outside, Stainless steel ladder in contenor, C.I. manhole frame and covers, water level indicators,l ightening conductor, G.I. pipe railing around walk way and top slab, Providing Stair case from ground level to roof level , MS Grill Gate of 2M Height with locking arrangement of approved design,B.B. Masonary Chambers For all valves ventilations shafts, providing and applying three coats acrylie emulsion with silicon edditives paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground part soft the structure and giving satisfactory water tightness test as per IS code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in chief. | - | - | - | - |
| 4 | Providing spiral stair case from ground level to roof level, M.S. Grill gate of 2M height with locking arrangement of approved design, B.B. Masonry chambers for all valves, providing and applying three coats of Cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment forunder ground part soft he structure and giving satisfactory water tightness test as per I.S. code. The job to include painting then ameof the scheme and other details on there servoir as per the directions of Engineer In - Charge. | - | - | - | - |
| 6 | The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 2009 or revised.) | - | - | - | - |
| 7 | The design shall satisfy the stipulations as per I.S. 1893 -1984 and I.S.13920/1993 for seismic force and I.S.-11682 / 1985 for R.C.C. staging of over head tanks. | - | - | - | - |
| 8 | For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. | - | - | - | - |
| 9 | The Entire structure shal be M/250 mix only .However concrete in contract with water such as container base slab,walls,roofs slab & putting in water base area shall be in M300 | - | - | - | - |
| 10 | Plain round mild steel bars grade- I conforming to I.S.432 part-I orhigh yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall beused, grade- I Imild steel bars will not be allowed | - | - | - | - |
| 11 | Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. | - | - | - | - |
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