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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.8 LAccepted-AOC | L1 | Accepted-AOC 1st lowest | |
| 2 | L2₹50.1 L+₹6.3 L (14.4%)Rejected-AOC | L2 | Rejected-AOC 2nd lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
17 Mar 2025, 3:00 pmClosed
EXECUTIVE ENGINEER,KWA,PH DIVISION THRISSUR
EXECUTIVE ENGINEER,KWA,PH DIVISION THRISSUR
DEPOSI_KRFB_Utility shifting Distribution lines due to Road widening in Porkulam Panchayath_From Akkikkavu Signal to Porkulam Panchayath Boundary Santhi Nagar board_General Civil Work.
2025_KWA_746448_1
38/EE/PHD/TSR/2024-25
Open Tender
Civil Works - Others
Item Rate
90 days
Porkulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
30 May 2025
5 Mar 2025
18 Mar 2025
5 Mar 2025
17 Mar 2025
5 Mar 2025
5 Mar 2025 - 17 Mar 2025
Amount
Cost of Materials
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
OD234034/2024-2025:Supply of 80mm GI Pipe
100.98.481:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 80mm.
100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.
OD234032/2024-2025:Supply of GI Specials (5% of cost of pipe
OD234149/2024-2025:Supply of PVC Specials (3% of cost of pipe)
Working Charges-From Akkikkavu to Porkulam Panchayath Boundary-Left side
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.
100.1.13: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 Hard Rock where Blasting is Prohibited.
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.
100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore.
100.31.2.1: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): 80mm diameter, Class II.
100.32.2: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): 40mm Single Acting Air Valve.
OD234040/2024-2025:Providing protection tube for sluice valve
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
OD234041/2024-2025:Taking connection 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.110 mm to 160 mm dia PVC Pipe
OD234039/2024-2025:Taking connection from the existing line by using Pvc/ Ms/CI saddle or Tee including all labour charges, earth work excavation, refilling, bailingout water, hire for tools etc. complete but excluding cost of materials.<br>40 mm to 90 mm dia P V C pipe
OD234042/2024-2025:Shifting house connection to newly laid distribution pipe line using suitable size PVC/GI/MS saddle piece after necessary earth work excavation inall kinds of soil refilling the trench including all charges for conveying cutting threading laying and jointing ISI marked brand new 20mm GI pipe and specials such as elbow union stopcocks nipple reducers excluding the cost of GI of GI pipe and specials reducers etc complete
Working Charges-From Akkikkavu to Porkulam Panchayath Boundary-Right side
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.
100.1.13: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 Hard Rock where Blasting is Prohibited.
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.
100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore.
100.32.2: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): 40mm Single Acting Air Valve.
100.31.2.1: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): 80mm diameter, Class II.
OD234035/2024-2025:Providing protection tube for sluice valve
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
OD234038/2024-2025:Taking connection 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.110 mm to 160 mm dia PVC Pipe
OD234037/2024-2025:Taking connection from the existing line by using Pvc/ Ms/CI saddle or Tee including all labour charges, earth work excavation, refilling, bailingout water, hire for tools etc. complete but excluding cost of materials.<br>40 mm to 90 mm dia P V C pipe
OD234036/2024-2025:Shifting house connection to newly laid distribution pipe line using suitable size PVC/GI/MS saddle piece after necessary earth work excavation inall kinds of soil refilling the trench including all charges for conveying cutting threading laying and jointing ISI marked brand new 20mm GI pipe and specials such as elbow union stopcocks nipple reducers excluding the cost of GI of GI pipe and specials reducers etc complete
jamaludheen va (BID ID -2157862)
Bidder Name
jafad vj
jamaludheen va
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1205158.pdf
boq_comp_chart.xlsx
xlsx
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