Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.8 L+₹36,566.37 (3.21%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | L3₹12.0 L+₹59,311.86 (5.20%)Accepted-AOC | L3 | Accepted-AOC L3 | |
| 4 | L4₹13.5 L+₹2.0 L (17.9%)Accepted-AOC | L4 | Accepted-AOC L4 | |
| 5 | L5₹15.6 L+₹4.2 L (36.7%)Accepted-AOC | L5 | Accepted-AOC L5 |
Tender Value
₹16.6 L
EMD Value
₹29,473
Closing Date
12 Feb 2024, 1:00 pmClosed
Executive Engineer
P.H. Division, KWA, Thiruvalla
DEPOSIT-Deposit 2023-24 Alappuzha D. P Muttar- W-8 -KWSS to Muttar-Relaying with pvc line from Sahrudaya jn. to Kudavathipady and From Poochalikadavu to Konumadakkal pady in ward -8 -Pipeline Work
2024_KWA_653216_1
23/2023-24/EE/PH/TVLA
Open Tender
Civil Works - Water Works
Item Rate
90 days
Muttar
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹29,473
18 Jun 2024
5 Feb 2024
13 Feb 2024
5 Feb 2024
12 Feb 2024
5 Feb 2024
5 Feb 2024 - 12 Feb 2024
Amount
Working charges
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.
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
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.
100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
OD147147/2023-2024:Engaging manmazdoor for bailing out water
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.
100.9.9: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): 110 mm nominal outside diameter pipes.
OD147148/2023-2024:Shifting existing house connection/Tap connection towards the new line including all earth work excavation and cost of materials. Average distance 3m
OD147149/2023-2024:Taking interconnection from the existing 63-90mm pvc/HDPE line with the newly laid PVC/HDPE line using suitable specials such as Tee, Saddle... including earth work excavation in all kind of soil and cost of special.
OD147151/2023-2024:Supply of CI air valve conforming to IS 14848-2000,single orifice,small orifice Type S1, size 25mm
100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve.
100.98.506:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II.
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)
Material Cost
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.
JOBY MATHEW
KALADHARAN PILLAI K K
K C THOMAS
VISHNUKUMAR M
Bidder Name
JOBY MATHEW
K C THOMAS
Joby K. Joseph
VISHNUKUMAR M
KALADHARAN PILLAI K K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1006704.pdf
boq_comp_chart.xlsx
xlsx
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 .