Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.6 LAccepted-AOC | ₹6.6 L | 1 | Accepted-AOC L1 |
| 2 | 2₹7.1 LRejected-AOC | ₹7.1 L | 2 | Rejected-AOC L2 |
| 3 | 3₹7.2 LRejected-AOC | ₹7.2 L | 3 | Rejected-AOC L3 |
| 4 | 4₹7.8 LRejected-AOC | ₹7.8 L | 4 | Rejected-AOC L4 |
| 5 | 5₹7.9 LRejected-AOC | ₹7.9 L | 5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | rajan abraham L7 | JANARDHANAN NAIR M L3 | SWATHI SURESH L4 | Joby philip L5 | SYAM SOMAN L2 | Jipin John Abraham L1 | SAJAN MOHANAN L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Supply of materials | ||||||||||
| 1.00 | 100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. | 810 | metre | 137 ₹1,10,970 | 110 ₹89,100 | 120.34 ₹97,475.4 | 121.3 ₹98,253 | 109.64 ₹88,808.4 Lowest | 247 ₹2,00,070 | 143 ₹1,15,830 |
| 1.00 | OD128308/2025-2026:Supply of 80 mm GI pipe (medium) | 237 | metre | 880 ₹2,08,560 | 712 ₹1,68,744 | 773.38 ₹1,83,291.06 | 779.5 ₹1,84,741.5 | 704.67 ₹1,67,006.79 | 700 ₹1,65,900 Lowest | 850 ₹2,01,450 |
| 2.00Working Charges | ||||||||||
| 2.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 3.24 | cum | 1,320 ₹4,276.8 | 1,258 ₹4,075.92 | 1,364.79 ₹4,421.92 | 1,375.7 ₹4,457.27 | 1,243.54 ₹4,029.07 Lowest | 1,255.5 ₹4,067.82 | 1,244 ₹4,030.56 |
| 2.00 | 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. | 0.81 | cum | 370 ₹299.7 | 353 ₹285.93 | 383.07 ₹310.29 | 386.1 ₹312.74 | 370.64 ₹300.22 | 253.55 ₹205.38 Lowest | 350 ₹283.5 |
| 2.00 | 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. | 405 | cum | 576 ₹2,33,280 | 554 ₹2,24,370 | 595.45 ₹2,41,157.25 | 600.15 ₹2,43,060.75 | 542.55 ₹2,19,732.75 | 300 ₹1,21,500 Lowest | 580 ₹2,34,900 |
| 2.00 | 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. | 1,047 | metre | 30 ₹31,410 | 26 ₹27,222 | 28.3 ₹29,630.1 | 28.5 ₹29,839.5 | 25.78 ₹26,991.66 | 5 ₹5,235 Lowest | 25 ₹26,175 |
| 2.00 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | 810 | metre | 104 ₹84,240 | 84 ₹68,040 | 91.58 ₹74,179.8 | 92.31 ₹74,771.1 | 83.44 ₹67,586.4 | 70 ₹56,700 Lowest | 104 ₹84,240 |
| 2.01 | OD128953/2025-2026:Taking inter connection from the existing 63mm to 110mm pvc/HDPE pipe with the newly laid 63mm to 110mm pvc line including cost of specials and earth work excavation and all other incidental charge | 1 | no | 2,000 ₹2,000 | 1,691 ₹1,691 | 1,833.55 ₹1,833.55 | 1,848.2 ₹1,848.2 | 1,670.66 ₹1,670.66 Lowest | 2,036 ₹2,036 | 1,671 ₹1,671 |
Tender Value
₹8.9 L
EMD Value
₹22,268
Closing Date
2 Jun 2026, 1:00 pmClosed
PH Subdivision Thiruvalla
Asst.Executive engineer,KWA, PH sub Division,Thiruvalla
DEPOSIT-Pipeline extension in four places of ward 7 and 13 of Thiruvanvandoor GP-under Nedumpuram section-General Civil Work
2026_KWA_852431_1
01/2026-27/AEE/TVLA
Open Tender
Civil Works - Water Works
Item Rate
90 days
Thiruvanvandor
Please refer tender doccuments
4 documents required · 4 mandatory
₹1,965
₹22,268
1 Jul 2026
25 May 2026
3 Jun 2026
25 May 2026
2 Jun 2026
25 May 2026
25 May 2026 - 2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Supply of materials | |||||
| 1.001 | 100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. | - | metre | - | - |
| 1.002 | OD128308/2025-2026:Supply of 80 mm GI pipe (medium) | - | metre | - | - |
| 2Working Charges | |||||
| 2.001 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | - | cum | - | - |
| 2.002 | 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. | - | cum | - | - |
| 2.003 | 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. | - | cum | - | - |
| 2.004 | 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. | - | metre | - | - |
| 2.005 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | - | metre | - | - |
| 2.006 | OD128953/2025-2026:Taking inter connection from the existing 63mm to 110mm pvc/HDPE pipe with the newly laid 63mm to 110mm pvc line including cost of specials and earth work excavation and all other incidental charge | - | no | - | - |
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1440356.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 • 0.54 MB
NITREVISED.pdf
Tender Documents • 1.25 MB
Specialconditionsforsupplyingandlayingpvcpipe.pdf
Tender Documents • 0.26 MB
MotherNIT.pdf
Tender Documents • 0.23 MB
BOQ_1440356.xls
BOQ • 0.31 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 [email protected].