Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAdmitted-Finance | ₹12.6 L | L1 | Admitted-Finance |
| 2 | L2₹14.8 LAdmitted-Finance | ₹14.8 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| Sl No | Description | Qty | Unit | SURESH CONSTRUCTION CO L1 | S.R.CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Providing, drilling, hole cleaning & fixing ETA-approved A4 stainless steel Hilti HSU-R stone undercut anchor having CABR seismic 1:1 report. The required HSU ADT/MDT portable drilling machine, HSU CDB drill bit, and HSU IG check gauge to create the right undercut should strictly be adhered to as per manufacturer’s recommendation (To create right diameter, depth and undercut in stone). Multiple pull-out tests must be conducted on installed HSU-R anchor (on stone panel) to determine anchor’s resistance, following which the required number of anchors per stone panel must be calculated. Design of stone undercut anchor must be submitted to consultant before execution. The HSU ST-G setting tool must be used to set the anchor. A suitable Aluminium/MS frame shall be manufactured and fixed to concrete using stainless steel Hilti HST3-R M10×90mm stud anchor (Depth & dia shall be decided based on the load requirement). Both anchors, HST3 and HSU-R must have a red embedment mark to verify correct installation. The entire application shall be done as per the manufacturer’s specifications. | 5,000 | Eadh | 90 ₹4.5 L | 104 ₹5.2 L |
| 2.00 | Providing and spreading machine mix/slight wet mixx 150 mm thick in proporation by volumen 4 stone dust: 4 red Murrum: 2 Black cotton soil : 2 red clay grade 2 (as per standared specification) laid over prepared compacted brick ballast bed in required slope and compaction upto 90% density with suitable roller, complete in all respact and as directed by engineer in charge. | 1,751.54 | Sqm | 460 ₹8.1 L | 550 ₹9.6 L |
Tender Value
₹98 L
EMD Value
₹2.0 L
Closing Date
13 Jan 2026, 6:00 pmClosed
ACE-I RHB
Additional Chief Engineer-I Rajasthan Hosing Board Jyoti Nagar Janpath Jaipur
Repair and Maintenance of civil work for 2 years at City Park, Mansarovar, Jaipur
2025_RHBCE_522712_1
ACE-I_14/2025-26
Open Tender
Civil Works
730 days
Jaipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
As per NIT
₹2.0 L
Yes
16 Jan 2026
24 Dec 2025
16 Jan 2026
24 Dec 2025
13 Jan 2026
24 Dec 2025
Amount
Providing, drilling, hole cleaning & fixing ETA-approved A4 stainless steel Hilti HSU-R stone undercut anchor having CABR seismic 1:1 report. The required HSU ADT/MDT portable drilling machine, HSU CDB drill bit, and HSU IG check gauge to create the right undercut should strictly be adhered to as per manufacturer’s recommendation (To create right diameter, depth and undercut in stone). Multiple pull-out tests must be conducted on installed HSU-R anchor (on stone panel) to determine anchor’s resistance, following which the required number of anchors per stone panel must be calculated. Design of stone undercut anchor must be submitted to consultant before execution. The HSU ST-G setting tool must be used to set the anchor. A suitable Aluminium/MS frame shall be manufactured and fixed to concrete using stainless steel Hilti HST3-R M10×90mm stud anchor (Depth & dia shall be decided based on the load requirement). Both anchors, HST3 and HSU-R must have a red embedment mark to verify correct installation. The entire application shall be done as per the manufacturer’s specifications.
Providing and spreading machine mix/slight wet mixx 150 mm thick in proporation by volumen 4 stone dust: 4 red Murrum: 2 Black cotton soil : 2 red clay grade 2 (as per standared specification) laid over prepared compacted brick ballast bed in required slope and compaction upto 90% density with suitable roller, complete in all respact and as directed by engineer in charge.
Bidder Name
Amount
SURESH CONSTRUCTION CO (GSTN-08BTQPS8313G1Z5) BID ID -3421579
S.R.CONSTRUCTION (GSTN-08MDTPS3240Q1ZB) BID ID -3424741
S.R.CONSTRUCTION (BID ID -3424741)
S.R.CONSTRUCTION (BID ID -3424741)
stage.html
html • 0.04 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 • 5.31 MB
Ann1.pdf
Tender Documents • 8.99 MB
cagr.pdf
Tender Documents • 2.59 MB
gs.pdf
Tender Documents • 3.93 MB
BOQ_932457.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid