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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L1 | Accepted-AOC Lowest Accepted |
| 2 | L2₹2.7 Cr+₹1.1 L (0.42%)Rejected-Finance | ₹2.7 Cr+₹1.1 L (0.42%) | L2 | Rejected-Finance 2nd lowest |
| 3 | L3₹3.1 Cr+₹41.9 L (15.7%)Rejected-Finance | ₹3.1 Cr+₹41.9 L (15.7%) | L3 | Rejected-Finance 3rd lowest |
Tender Value
₹2.9 Cr
EMD Value
₹1 L
Closing Date
26 Nov 2022, 3:00 pmClosed
Superintending Engineer, KWA ,P H Circle, Thrissur
Superintending Engineer, KWA ,P H Circle, Thrissur
REBUILD-RKI-WSS to Pavaratty Mullassery Panchayaths in Chavakkad Taluk Phase 2 - Balance works-Street main Extension-General Civil Work
2022_KWA_529832_1
105/SE/PHC/TSR/2022-23
Open Tender
Civil Works - Water Works
Item Rate
180 days
Pavaratty
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,850
₹1 L
19 May 2023
16 Nov 2022
28 Nov 2022
16 Nov 2022
26 Nov 2022
16 Nov 2022
Amount
Street main Extension-Pavaratty Panchayath
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.
100.8.1: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.
100.9.7: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): 75 mm nominal outside diameter pipes.
100.9.6: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): 63 mm nominal outside diameter pipes.
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia.
100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia.
OD88107/2022-2023:Supply of PVC Specials
OD117236/2022-2023:Provision for interconnection from the existing line by using PVC/MS/CI saddle or tee including all labour charges ,earth work excavation refilling bailing out water hire for tools etc complete but excluding cost of materials. 160mm to 90mm dia PVC pipe
Street Main Extension-Mullassery Panchayath
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.
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.
100.9.7: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): 75 mm nominal outside diameter pipes.
100.9.6: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): 63 mm nominal outside diameter pipes.
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
100.98.222:Supply of PVC Pipe, 8kg/cm2, 75mm Dia.
100.98.221:Supply of PVC Pipe, 8kg/cm2, 63mm Dia.
OD88134/2022-2023:Supply of PVC specials
OD117245/2022-2023:Provision for interconnection from the existing line by using PVC/MS/CI saddle or tee including all labour charges ,earth work excavation refilling bailing out water hire for tools etc complete but excluding cost of materials. 160mm to 90mm dia PVC pipe
Road Restoration Charges for Berm Cutting
OD116696/2022-2023:3.5.3Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3(MoRD Spec code 3.5.3)
OD116697/2022-2023:4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material(MoRD Spec code number 4.1.A.1)
SANTHOSH JACK
Muhammed safvan MK
Bidder Name
SANTHOSH JACK
MOHAMMED ALI
Muhammed safvan MK
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finance_766006.pdf
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