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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.8 LAccepted-AOC | ₹2.8 L | L2 | Accepted-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Biju Mathew L1 | CS.JOHN L3 | SAJAN MOHANAN L2 |
|---|---|---|---|---|---|---|
| 1.00Working charges | ||||||
| 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) | 0.2 | cum | 1,560.49 ₹312.10 | 1,673 ₹334.60 | 1,494 ₹298.80 |
| 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 | 117 | sqm | 275.4 ₹32,221.80 | 295 ₹34,515 | 264 ₹30,888 |
| 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. | 119 | cum | 423.89 ₹50,442.91 | 454 ₹54,026 | 500 ₹59,500 |
| 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 | 118 | sqm | 116.72 ₹13,772.96 | 125 ₹14,750 | 88 ₹10,384 |
| 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. | 236 | metre | 72.62 ₹17,138.32 | 78 ₹18,408 | 55 ₹12,980 |
| 1.01 | 100.98.1008:Engaging Coolie. | 1 | no | 670.53 ₹670.53 | 719 ₹719 | 505 ₹505 |
| 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. | 246 | metre | 66.42 ₹16,339.32 | 71 ₹17,466 | 70 ₹17,220 |
| 1.01 | OD209753/2024-2025:Taking interconnection from the existing 110 - 160 mm PVC/HDPE line with newly laid 90-110 mm PVC line with suitable specials such as Tee, Saddle etc., including all earth work excavation | 1 | 1 nos | 1,630.82 ₹1,630.82 | 1,749 ₹1,749 | 1,450 ₹1,450 |
| 1.01 | OD209752/2024-2025:Supply of CI air valve conforming to IS 14848-2000,single orifice,small orifice Type S1, size 25mm | 1 | no | 706.69 ₹706.69 | 758 ₹758 | 677 ₹677 |
Tender Value
₹3.8 L
EMD Value
₹9,410
Closing Date
27 Sept 2025, 1:00 pmClosed
AEE
Office of the Assistant Executive Engineer, PH SUBDIVISION, EDATHUA, ALAPPUZHA DIST.
DEPOSIT-Deposit work 2024-25-VeliyanaduBlock Panchayath Muttar ward 2 Relaying of New 90mm PVC line From Pallikalungu toKochuparamb in Ward No2 of Muttar GPPipeline Work
2025_KWA_799525_1
07/AEE/EDVA/2025-26/2014
Open Tender
Civil Works - Water Works
120 days
MUTTAR WARD 2
Please refer Tender documents.
5 documents required · 5 mandatory
₹830
₹9,410
10 Dec 2025
20 Sept 2025
29 Sept 2025
20 Sept 2025
27 Sept 2025
20 Sept 2025
20 Sept 2025 - 26 Sept 2025
Amount
Working charges
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)
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.
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
100.8.2: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.
100.98.1008:Engaging Coolie.
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.
OD209753/2024-2025:Taking interconnection from the existing 110 - 160 mm PVC/HDPE line with newly laid 90-110 mm PVC line with suitable specials such as Tee, Saddle etc., including all earth work excavation
OD209752/2024-2025:Supply of CI air valve conforming to IS 14848-2000,single orifice,small orifice Type S1, size 25mm
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.
100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
100.31.2.1: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 II.
OD209755/2024-2025:Making P tube with cover for controlling of valves ,Air valves etc. with suitable diameter pvcpipe ,of average length 0.75M from the ground level including cost and conveyance of all materials, labor for fixing of pipe in position ,charges for earth work excavation charges ,hire for tools and appliances etc. including placing the RCC block of minimum size of 30x30x15 cm for protection etc. complete.as per the direction of department officers
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) : 4 graded stone aggregate 20 mm nominal size)
Material Cost
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
OD209751/2024-2025:Cost of PVC Specials (3% of Cost of Pipe)
SAJAN MOHANAN (BID ID -2356489)
CS.JOHN (BID ID -2362154)
Bidder Name
Biju Mathew
CS.JOHN
SAJAN MOHANAN
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