Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.1 CrAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹23.7 Cr+₹59.7 L (2.59%)Rejected-Finance 2 HOUSE NO 214 FRIENDS COLONY RAJIV NAGAR MANDI DABWALI 125104 | MANDI DABWALI | SIRSA | HARYANA | 125104 | L2 | Rejected-Finance HIGH RATE | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹21.0 Cr
EMD Value
₹42.0 L
Closing Date
30 Jun 2025, 3:00 pmClosed
Superintending Engineer
In the Office of Superintending Engineer, PHED, Project Circle, Jaipur
Bids for Construction of Intake, RWR , WTP at Masi Dam, Pump house and connecting it with CWR for Conjunctive use including O and M work for ten years after one year Defect liability Period for Bisalpur-Niwai- Tonk WSP under JJM Package-III
2025_PHCJ_465971_1
NIT NO-01/2025-26/SE PHED PROJECT CIRCLE JAIPUR
Open Tender
Civil Works - Water Works
Percentage
365 days
BISALPUR TONK NIWAI
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
EE PHED PROJECT DIV NIWAI/MD RISL JAIPUR
₹42.0 L
Yes
SE PHED PROJECT CIRCLE
10 Feb 2026
6 May 2025
1 Jul 2025
6 May 2025
30 Jun 2025
15 May 2025
13 May 2025
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 | INTAKE WELL with APPROACH BRIDGE | - | - | - | - |
| - | Barricading | - | - | - | - |
| - | Providing, Fixing and maintaining barricading of active site such as at tanks etc to keep it safe entry from trespassers and unauthorizedpersons with using 80 - 100 mm dia Wooden Ballies as vertical post,at least 1.80 m above ground level and at least 60 cm below groundlevel at a spacing of 2 m and 0.63mm thick GI corrugated sheets for1.8 m height above ground level for covering the barricading in rowsone above another with providing suitable gate arrangement andpainting in red and white stripes as per the specifications anddirections of the Engineer In charge with proper fixing arrangementswith GI limpet washers nuts and bolts complete in all respect andmaintaining it till completion of the work at active site. | 100 | metre | 312.04 | ₹31,204 |
| - | Coffer dam | - | - | - | - |
| - | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. Note : Maximum top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. | 2,160 | Cum | 409.48 | ₹8,84,476.8 |
| - | Earth work | - | - | - | - |
| - | Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings).
In all kind of soil | - | - | - | - |
| - | Above 3.0 m and upto 6.0 m depth | - | - | - | - |
| - | For intake well | 488.43 | Cum | 156.6 | ₹76,488.14 |
| - | Earth work in excavation in foundation, trenches manholes, roads side chambers etc including dressing of sides and ramming of bottom, including getting out the excavated material, refilling after laying pipes/foundation, dewatering and disposal of excavated material at a lead up to 50 m suitable site as per direction of Engineer for following depth, below natural ground/Road top level | - | - | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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
BOQ_835076.xls
BOQ • 1.13 MB
169935692.pdf
Tender Documents • 0.62 MB
169935694.html
Tender Documents • 0.05 MB
171499544.pdf
Tender Documents • 0.10 MB
172769314.pdf
Tender Documents • 0.49 MB
173657323.pdf
Tender Documents • 4.88 MB
TD-01.pdf
Tender Documents • 8.57 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 .