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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹51.8 LAccepted-AOC | ₹51.8 L | 1 | Accepted-AOC lowest accepted |
| 2 | 2₹51.8 L+₹480.60 (<0.01%)Rejected-AOC | ₹51.8 L+₹480.60 (<0.01%) | 2 | Rejected-AOC rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical 5497994 |
| 4 | Rejected-Technical | - | - | Rejected-Technical 5722769 |
| 5 | Rejected-Technical | - | - | Rejected-Technical 6074859.4 |
| Sl No | Description | Qty | Unit | D S RAJESHKUMAR L5 | Prasannakumar V L4 | THANKANPPAN CONTRACTOR L8 | Renjith M L3 | P ANIL KUMAR L7 | Bijudev L2 | Mohandas M L1 | Jipin John Abraham L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Replacing the existing Pumping 300 mm DI pumping main at Keltron Jn | |||||||||||
| 1.00 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 2.7 | cum | 445 ₹1,201.5 | 377.75 ₹1,019.93 | 468.29 ₹1,264.38 | 250 ₹675 | 423.24 ₹1,142.75 | 360.81 ₹974.19 | 356 ₹961.2 | 25.85 ₹69.8 Lowest |
| 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 | 2,572 ₹12,860 | 2,179.21 ₹10,896.05 | 2,701.5 ₹13,507.5 | 1,500 ₹7,500 Lowest | 2,441.64 ₹12,208.2 | 2,081.44 ₹10,407.2 | 1,900 ₹9,500 | 2,000 ₹10,000 |
| 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. | 1,203.36 | cum | 600 ₹7,22,016 | 587.19 ₹7,06,600.96 | 727.9 ₹8,75,925.74 | 500 ₹6,01,680 | 657.9 ₹7,91,690.54 | 560.85 ₹6,74,904.46 | 450 ₹5,41,512 | 299.9 ₹3,60,887.66 Lowest |
| 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. | 1,000 | metre | 28 ₹28,000 | 27.73 ₹27,730 | 34.37 ₹34,370 | 15 ₹15,000 | 31.07 ₹31,070 | 26.49 ₹26,490 | 12 ₹12,000 | 4.2 ₹4,200 Lowest |
| 1.00 | 18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia | 6 | quintal | 21,991 ₹1,31,946 | 18,627.02 ₹1,11,762.12 | 23,091 ₹1,38,546 | 10,000 ₹60,000 Lowest | 20,870.18 ₹1,25,221.08 | 17,791.33 ₹1,06,747.98 | 15,000 ₹90,000 | 19,991.99 ₹1,19,951.94 |
| 1.01 | 18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia | 3 | quintal | 23,106 ₹69,318 | 19,571.26 ₹58,713.78 | 24,261 ₹72,783 | 10,000 ₹30,000 Lowest | 21,928.13 ₹65,784.39 | 18,693.21 ₹56,079.63 | 15,000 ₹45,000 | 20,106.2 ₹60,318.6 |
| 1.01 | 18.83.7:Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe | 25 | Each Cut | 770 ₹19,250 | 653.19 ₹16,329.75 | 809 ₹20,225 | 100 ₹2,500 Lowest | 731.85 ₹18,296.25 | 623.88 ₹15,597 | 500 ₹12,500 | 800.2 ₹20,005 |
| 1.01 | 100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes. | 720 | metre | 250 ₹1,80,000 | 220.82 ₹1,58,990.4 | 273 ₹1,96,560 | 240 ₹1,72,800 | 247.41 ₹1,78,135.2 | 210.91 ₹1,51,855.2 | 150 ₹1,08,000 Lowest | 699 ₹5,03,280 |
| 1.01 | 18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe | 150 | joint | 400 ₹60,000 | 388.26 ₹58,239 | 481 ₹72,150 | 200 ₹30,000 Lowest | 435.02 ₹65,253 | 370.85 ₹55,627.5 | 300 ₹45,000 | 450 ₹67,500 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
4 May 2026, 3:00 pmClosed
EE
HWD,ARUVIKKARA
KIIFB Deposit work under KRFB/KIIFB Widening of Vazhayila Pazhakutty PWD Road-Utility Shifting Laying of 300 mm D I pumping main along Pipeline Road at Keltron Jn Reach 1Pipeline Work
2026_KWA_848814_1
01/2026-27/HWD/DB3
Open Tender
Civil Works - Water Works
Item Rate
365 days
WORKS
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,297
₹50,000
24 Jul 2026
23 Apr 2026
5 May 2026
23 Apr 2026
4 May 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Replacing the existing Pumping 300 mm DI pumping main at Keltron Jn | |||||
| 1.001 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | - | cum | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 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 | cum | - | - |
| 1.004 | 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. | - | metre | - | - |
| 1.005 | 18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia | - | quintal | - | - |
| 1.006 | 18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia | - | quintal | - | - |
| 1.007 | 18.83.7:Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe | - | Each Cut | - | - |
| 1.008 | 100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes. | - | metre | - | - |
| 1.009 | 18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe | - | joint | - | - |
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