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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC | ₹17.7 L Quoted ₹19.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.2 LRejected-Finance | ₹20.2 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | G SURESH L1 | RAJENDRAN L2 |
|---|---|---|---|---|---|
| 1.00Pipe line Replacement | |||||
| 1.00 | 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 | 120 | sqm | 476.03 ₹57,123.60 | 494.16 ₹59,299.20 |
| 1.00 | 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) | 5 | cum | 2,701.5 ₹13,507.50 | 2,804.42 ₹14,022.10 |
| 1.00 | 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. | 1,000 | cum | 727.92 ₹7.3 L | 755.65 ₹7.6 L |
| 1.00 | 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. | 2,000 | metre | 111.96 ₹2.2 L | 116.23 ₹2.3 L |
| 1.00 | 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. | 1,500 | metre | 34.38 ₹51,570 | 35.69 ₹53,535 |
| 1.01 | OD86368/2025-2026:Interconnection between existing 160mm PVC pipe with 90mm PVC pipe using Suitable size reducer,CID joints including cost of materials, labour engaged for interconnection work and controlling traffic etc complete. | 2 | no | 3,305.12 ₹6,610.24 | 3,431.03 ₹6,862.06 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 25 | cum | 9,197.54 ₹2.3 L | 9,547.92 ₹2.4 L |
| 1.01 | 100.32.3:Conveying and fixing C. I. Double 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): 50mm Double Acting Air Valve. | 1 | no | 270.89 ₹270.89 | 281.21 ₹281.21 |
| 2.00Supply of materials | |||||
Tender Value
Refer Docs
EMD Value
₹46,432
Closing Date
14 Oct 2025, 4:00 pmClosed
Executive Engineer
EE, WSDN, ATL
90mm PVC pipe laying from Thachodu to Manglavumukku in Chemmaruthy Panchayath
2025_KWA_803708_1
WRD/KWA-CE(SR)/EST/16786/2025
Open Tender
Civil Works - Others
180 days
Varkala
Refer Tender Document
5 documents required · 5 mandatory
₹2,760
Yes
₹46,432
Yes
9 Feb 2026
29 Sept 2025
16 Oct 2025
29 Sept 2025
14 Oct 2025
29 Sept 2025
Amount
Pipe line Replacement
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)
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.
100.9.8: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.
100.8.1: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.
OD86368/2025-2026:Interconnection between existing 160mm PVC pipe with 90mm PVC pipe using Suitable size reducer,CID joints including cost of materials, labour engaged for interconnection work and controlling traffic etc complete.
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
100.32.3:Conveying and fixing C. I. Double 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): 50mm Double Acting Air Valve.
Supply of materials
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
100.98.449:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 50mm.
Fabricating and Erecting Name Board
RAJENDRAN (BID ID -2389045)
Bidder Name
G SURESH
RAJENDRAN
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