Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹9.3 L+₹70,970.70 (8.27%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹9.4 L+₹79,679.15 (9.28%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹11.5 L
EMD Value
₹28,726
Closing Date
23 Mar 2023, 6:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, PH Sub Division Vadakkekara,Kariyad
DEPOSIT-Dist Pt - 2022-23 -Parambayam- Pipe line extension in ward no 6 of Chengamanad Panchayath-Pipeline Work
2023_KWA_566597_1
WRD/KWA-CE(CR)/TR/895/2023
Open Tender
Civil Works - Water Works
Item Rate
90 days
Chengamanad Panchayath ward 6
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
₹28,726
13 Apr 2023
16 Mar 2023
25 Mar 2023
16 Mar 2023
23 Mar 2023
16 Mar 2023
16 Mar 2023 - 23 Mar 2023
Amount
Cost of Materials
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
Working charges
15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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.
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.
100.1.5: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 50 m, in Ordinary Rock.
18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
OD202204/2022-2023:Supplying 90 mm pvc bend
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.
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.
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
OD205718/2022-2023:Supplying 90 mm pvc T/C
OD205719/2022-2023:Supplying & Conveying 80 mm GI (m) 90 bend
OD202224/2022-2023:Interconnecting newly laid line 63/75/90 mm PVC to the existing line using contractors own specials including labour charges etc. complete as per the departmental officers
OD204841/2022-2023:Supplying 90 mm pvc Tee of best quality as per direction of departmental officers
OD202226/2022-2023:Supplying 90 mm PVC end cap best quality as per departmenatal officers
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
PAUL P X
ABDUL SAMAD K B
Bidder Name
SABU PANIKULAM
PAUL P X
ABDUL SAMAD K B
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_835990.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
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 .