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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | ₹8.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.5 LRejected-AOC | ₹9.5 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Joby K. Joseph L1 | LARAS DEVELOPERS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00working charge | |||||
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 52.5 | cum | 1,067.89 ₹56,064.23 | 800 ₹42,000 Lowest |
| 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. | 297.5 | cum | 465.92 ₹1,38,611.2 | 400 ₹1,19,000 Lowest |
| 1.00 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 140 | metre | 18.62 ₹2,606.8 Lowest | 25 ₹3,500 |
| 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. | 400 | metre | 22.14 ₹8,856 Lowest | 29 ₹11,600 |
| 1.00 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 100 | sqm | 114.49 ₹11,449 Lowest | 150 ₹15,000 |
| 1.01 | 100.98.1008:Engaging Coolie. | 2 | no | 743.46 ₹1,486.92 Lowest | 976 ₹1,952 |
| 1.01 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. | 40 | Kwh | 27.03 ₹1,081.2 Lowest | 35 ₹1,400 |
| 1.01 | 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. | 700 | metre | 71.66 ₹50,162 Lowest | 93 ₹65,100 |
| 1.01 | OD121666/2025-2026:Supplying conveying and laying of 90mm dia (8kg/cm2) HDPE in canal crossing including trenching the river bed using drivers insert in the pipe in to the casing tube. | 15 | metre | 437.85 ₹6,567.75 Lowest | 575 ₹8,625 |
Tender Value
₹11.6 L
EMD Value
₹29,057
Closing Date
16 Mar 2026, 1:00 pmClosed
Executive Engineer
Executive Engineer PH Division,Thiruvalla
DEPOSIT Alappuzha Jilla Panchayath 2025 26 Replacing damaged 90mm PVC 6kg cm2 with 90mm PVC 6kg cm2 from Parasheeri bridge to Joseph Mampally house in ward 2 of nedumudy panchayath Pipeline Work
2026_KWA_845244_1
37/2025-26/EE/PH/TVLA
Open Tender
Civil Works - Water Works
Item Rate
180 days
Nedumudy
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹29,057
15 Jun 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
working charge
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including 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.
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
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.
2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
100.98.1008:Engaging Coolie.
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
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.
OD121666/2025-2026:Supplying conveying and laying of 90mm dia (8kg/cm2) HDPE in canal crossing including trenching the river bed using drivers insert in the pipe in to the casing tube.
100.31.1.1: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 I.
OD121667/2025-2026:Taking interconnection from the existing 90-110mm pvc/HDPE line with the newly laid PVC/HDPE line using suitable specials such as Tee, Saddle... including earth work excavation in all kind of soil and cost of special.
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)
100.32.1: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): 25mm Single Acting Air Valve.
Supply of materials
100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
OD121668/2025-2026:Supplying 150mm dia casing tube (250mmOD) 1:2:4 Mix,45cm long<br<br>,volume=3,14/4(.25^2-.15^2)X.45X1no.
OD121669/2025-2026:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
OD132751/2025-2026:Supply of PVC pipe 8KG/CM2 90MM dia including 3%specials
shifting existing water connection
OD121665/2025-2026:Altering the existing house connections to the newly laid pipe line
100.60.10.4.1:Providing 20mm (1/2 inch) PVC Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers.
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