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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37,775Accepted-AOC | ₹37,775 Quoted ₹41,798.05 | L1 | Accepted-AOC L1 |
| 2 | L2₹42,845Rejected-AOC | ₹42,845 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Joby K. Joseph L1 | Biju Mathew L2 |
|---|---|---|---|---|---|
| 1.00working charges | |||||
| 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. | 6 | metre | 29.55 ₹177.3 Lowest | 30 ₹180 |
| 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 | 1 | sqm | 483.42 ₹483.42 Lowest | 500 ₹500 |
| 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. | 25 | cum | 739.23 ₹18,480.75 Lowest | 750 ₹18,750 |
| 1.00 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. | 7 | metre | 122.06 ₹854.42 Lowest | 150 ₹1,050 |
| 1.00 | OD174137/2025-2026:Inter connection for existing line /interconnection by using 50/63/75/90/110 mm saddle from existing PVC / HDPE mains up to 110 mm dia., up to a length of 2 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC , Elbow, MTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges,and as per the direction of the departmental officers. | 1 | no | 5,813.73 ₹5,813.73 Lowest | 6,000 ₹6,000 |
| 1.01 | 100.9.7: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): 75 mm nominal outside diameter pipes. | 50 | metre | 113.7 ₹5,685 Lowest | 120 ₹6,000 |
| 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) | 0.15 | cum | 10,067.21 ₹1,510.08 Lowest | 10,100 ₹1,515 |
| 2.00Supply of materials | |||||
| 2.00 | 100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia. | 50 | metre | 109.45 ₹5,472.5 Lowest | 110 ₹5,500 |
Tender Value
₹38,347
Closing Date
11 Mar 2026, 1:00 pmClosed
AEE
Office of the Assistant Executive Engineer,KWA,P H Subdivision,Edathua
Deposit Work Alappuzha Jilla Panchayath 2025-26 -Pipe line extension from Pattarumadom Babu s house to Valyaveed in ward no. 2 of Kainakary Panchayath
2026_KWA_842941_1
14/AEE/EDVA/2025-26/20110
Open Tender
Civil Works - Water Works
Item Rate
180 days
Kainakary ward 2
Please refer Tender documents.
5 documents required · 5 mandatory
₹335
22 Jul 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
4 Mar 2026 - 10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1working charges | |||||
| 1.001 | 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. | - | metre | - | - |
| 1.002 | 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 | - | sqm | - | - |
| 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. | - | cum | - | - |
| 1.004 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. | - | metre | - | - |
| 1.005 | OD174137/2025-2026:Inter connection for existing line /interconnection by using 50/63/75/90/110 mm saddle from existing PVC / HDPE mains up to 110 mm dia., up to a length of 2 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC , Elbow, MTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges,and as per the direction of the departmental officers. | - | no | - | - |
| 1.006 | 100.9.7: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): 75 mm nominal outside diameter pipes. | - | metre | - | - |
| 1.007 | 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) | - | cum | - | - |
| 2Supply of materials | |||||
| 2.001 | 100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia. | - | metre | - | - |
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