Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.0 LAdmitted-Finance | -13.77% | ₹11.0 L | L1 | Admitted-Finance |
| 2 | L2₹12.5 L+₹1.6 L (14.2%)Admitted-Finance | -1.51% | ₹12.5 L+₹1.6 L (14.2%) | L2 | Admitted-Finance |
| 3 | L3₹12.6 L+₹1.6 L (14.8%)Admitted-Finance | -0.99% | ₹12.6 L+₹1.6 L (14.8%) | L3 | Admitted-Finance |
| 4 | L4₹13.0 L+₹2.0 L (18.3%)Admitted-Finance | +2.00% | ₹13.0 L+₹2.0 L (18.3%) | L4 | Admitted-Finance |
Tender Value
₹12.7 L
EMD Value
₹12,711
Closing Date
22 Apr 2026, 3:00 pmClosed
EE RWS ZP AHILYANAGAR
EE RWS ZP AHILYANAGAR
Construction of Elevated Service Resevoitr in Malai Vadzai Devsthan at Chincholi Tal -Parner Dist- Ahilyanagar
2026_AHMED_1295139_1
ZP/RWS/TENDER/2025-26/2ND CALL
Open Tender
Civil Works
Percentage
180 days
AHILYANAGAR
AS PER NIT
2 documents required · 2 mandatory
₹590
₹12,711
9 Jun 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
22 Apr 2026
15 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC stagingconsisting 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 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within 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, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level,M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti- termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge. | - | Lit | - | - |
| 2 | Providing ISI mark G.I. Pipe of Following class and dia exclulding GST levied by GOI and GOM in all respect including inspection charges transportation to stores etc complete as per IS 1239/2004. Rising Main heavy duty 80 mm (10.30 kg/m) | - | RMT | - | - |
| 3 | Distribution & overflow heavy duty ( 80 mm (10.30 kg/m) | - | RMT | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.61 MB
BOQ_2225316.xls
BOQ • 0.25 MB
NIT.pdf
PDF • 1.59 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .