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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.6 LRejected-AOC CHATHANADU HOUSE CHEMBUMUKKU | ₹4.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹6.3 LRejected-AOC | ₹6.3 L | L3 | Rejected-AOC L3 |
| 4 | L4₹5.5 CrRejected-AOC | ₹5.5 Cr | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | K K BAKKER L1 | Sanilan C.S L3 | PLEASURES PLUMBING SOLUTIONS L4 | AKHIL SAJEEVAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00Working Charges | |||||||
| 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. | 225 | metre | 15 ₹3,375 | 32.23 ₹7,251.75 | 7,250 ₹16.3 L | 28 ₹6,300 |
| 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 | 136.2 | sqm | 285 ₹38,817 | 443.5 ₹60,404.70 | 60,404.7 ₹82.3 L | 378 ₹51,483.60 |
| 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. | 68.1 | cum | 500 ₹34,050 | 678.19 ₹46,184.74 | 46,184.74 ₹31.5 L | 445 ₹30,304.50 |
| 1.00 | 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. | 68.1 | cum | 500 ₹34,050 | 1,000.36 ₹68,124.52 | 68,124.52 ₹46.4 L | 350 ₹23,835 |
| 1.00 | 100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia. | 225 | metre | 400 ₹90,000 | 432.95 ₹97,413.75 | 97,413.75 ₹2.2 Cr | 432.95 ₹97,413.75 |
| 1.01 | 100.9.11: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): 160 mm nominal outside diameter pipes. | 225 | metre | 150 ₹33,750 | 242.95 ₹54,663.75 | 54,663.75 ₹1.2 Cr | 230 ₹51,750 |
| 1.01 | OD185730/2025-2026:Providing and fixing 160mm Pvc End cap | 1 | no | 250 ₹250 | 164 ₹164 | 164 ₹164 | 160 ₹160 |
| 1.01 | 16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 40.86 | cum | 2,000 ₹81,720 | 3,480.7 ₹1.4 L | 14,221.81 ₹5.8 L | 2,250 ₹91,935 |
| 1.01 | 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 16.34 | cum | 5,500 ₹89,892 | 9,235.95 ₹1.5 L | 1,50,952.69 ₹24.7 L | 6,100 ₹99,698.40 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹15,818
Closing Date
13 Feb 2026, 3:00 pmClosed
Assistant Executive Engineer
WS Subdivision,Kalamassery
DEPOSIT CSME Veegaland Maybell and Veegaland Casabella Supplying and laying of 160mm Pvc pipe for providing water supply arrangement for Veegaland Maybell and Veegaland Casabella Apartment at Illathumugal Marottichodu Road NGO Quarters Kakkanad
2026_KWA_831702_1
WRD/KWA-CE(CR)/TR/25922/2025
Open Tender
Civil Works - Water Works
180 days
Thrikkakkara
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,395
₹15,818
24 Mar 2026
29 Jan 2026
17 Feb 2026
29 Jan 2026
13 Feb 2026
29 Jan 2026
Working Charges
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.
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.
100.1.5: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.
100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
100.9.11: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): 160 mm nominal outside diameter pipes.
OD185730/2025-2026:Providing and fixing 160mm Pvc End cap
16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
OD229186/2025-2026:Interconnection with existing 160mm Pvc with newly laid 160mm Pvc with 160mm Tee, bend,CIR joint etc compleete.
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