Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 CrAdmitted-Finance | ₹7.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.5 Cr+₹48.3 L (6.85%)Admitted-Finance | ₹7.5 Cr+₹48.3 L (6.85%) | L2 | Admitted-Finance |
| 3 | L3₹7.8 Cr+₹75.8 L (10.8%)Admitted-Finance | ₹7.8 Cr+₹75.8 L (10.8%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Unnikishnan Nair L1 | BG TECH ENGINEERING L2 | BIJU AUGUSTINE L3 |
|---|---|---|---|---|---|---|
| 1.00App.A1-Laying 400mm DI K9 and 110mm PVC rider main and shifting connections from existing lines on both sides from Pattom Jn to Murinjapalam Jn - Working Charges | ||||||
| 1.00 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 2,400 | metre | 32.43 ₹77,832 Lowest | 75 ₹1,80,000 | 34.51 ₹82,824 |
| 1.00 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 196.5 | cum | 521.81 ₹1,02,535.67 | 445.99 ₹87,637.04 Lowest | 555.26 ₹1,09,108.59 |
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 660 | sqm | 162.93 ₹1,07,533.8 | 139.26 ₹91,911.6 Lowest | 173.38 ₹1,14,430.8 |
| 1.00 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 2,559.3 | cum | 811.11 ₹20,75,873.82 Lowest | 866 ₹22,16,353.8 | 894.31 ₹22,88,807.58 |
| 1.00 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 170 | cum | 967.81 ₹1,64,527.7 | 827.19 ₹1,40,622.3 Lowest | 1,067.08 ₹1,81,403.6 |
| 1.01 | 100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Ordinary Rock. | 55 | cum | 1,477.48 ₹81,261.4 | 1,262.8 ₹69,454 Lowest | 1,704.78 ₹93,762.9 |
| 1.01 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | 1,260 | metre | 38.31 ₹48,270.6 | 32.74 ₹41,252.4 Lowest | 40.76 ₹51,357.6 |
| 1.01 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | 112.5 | sqm | 218.32 ₹24,561 | 186.6 ₹20,992.5 Lowest | 232.32 ₹26,136 |
| 1.01 | 18.72.21:Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:400 mm dia Ductile Iron Class K -9 pipes | 1,100 | metre | 9,118.27 ₹1,00,30,097 Lowest | 11,100 ₹1,22,10,000 | 10,521.08 ₹1,15,73,188 |
Tender Value
₹6.0 Cr
EMD Value
₹2 L
Closing Date
23 Oct 2025, 3:00 pmClosed
The Superintending Engineer
O/o The Superintending Engineer, Public Health Circle, Kerala Water Authority, Thiruvananthapuram
AMRUT 2 Laying Rider mains in various routes like Pattom MurinjapalamKumarapuram Medical College Pipeline Work
2025_KWA_801791_1
10/2025-26/KWA/PHC/D5/TVM/RT2
Open Tender
Civil Works - Water Works
Item Rate
300 days
Pattom
Please refer Tender documents.
8 documents required · 8 mandatory
₹13,010
₹2 L
Yes
O/o The Superintending Engineer
18 Nov 2025
24 Sept 2025
24 Oct 2025
24 Sept 2025
23 Oct 2025
24 Sept 2025
24 Sept 2025 - 23 Oct 2025
10 Oct 2025
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 • 0.04 MB
KWAGeneralConditionsforeTenderingV5.pdf
PDF • 0.69 MB
Tendernotice_1.pdf
PDF • 0.12 MB
NITVolIRT2.pdf
Tender Documents • 0.56 MB
NITVolIIRT2.pdf
Tender Documents • 0.22 MB
BOQ_1331756.xls
BOQ • 0.51 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 .