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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.8 LAccepted-AOC | ₹22.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹23.4 LRejected-Finance | ₹23.4 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SWATHI SURESH L2 | JOBY MATHEW L1 |
|---|---|---|---|---|---|
| 1.00Working charges | |||||
| 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. | 1,149.3 | cum | 678.19 ₹7.8 L | 664 ₹7.6 L |
| 1.00 | 100.98.1008:Engaging Coolie. | 15 | no | 1,082.18 ₹16,232.70 | 1,079 ₹16,185 |
| 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 | 171.9 | sqm | 440.5 ₹75,721.95 | 440 ₹75,636 |
| 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) | 10.12 | cum | 2,516.93 ₹25,483.92 | 2,420 ₹24,502.50 |
| 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. | 1,000 | metre | 111.98 ₹1.1 L | 91 ₹91,000 |
| 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. | 2,300 | metre | 104.31 ₹2.4 L | 103 ₹2.4 L |
| 1.01 | 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. | 4 | no | 158.65 ₹634.60 | 121 ₹484 |
| 1.01 | 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. | 1 | no | 685.47 ₹685.47 | 645 ₹645 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 35.91 | cum | 8,569.14 ₹3.1 L | 8,471 ₹3.0 L |
Tender Value
₹23.4 L
EMD Value
₹50,000
Closing Date
2 Mar 2026, 1:00 pmClosed
Executive Engineer
Executive Engineer PH Division,Thiruvalla
state Plan 2025 26 SWS 128 Rural Water Schemes 4215 01 102 97 Urgent replacement of existing damaged 90mm PVC with 90mm PVC 6kg cm2 from Madhavassery to Nazrat via Kavanad Palam in ward 1 of Champakulam Panchayath Pipeline Work
2026_KWA_839341_1
2nd RE Tender no.22/2025-26/EE/PH/TVLA
Open Tender
Civil Works - Water Works
210 days
Champakulam
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹50,000
17 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
Working charges
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.
100.98.1008:Engaging Coolie.
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
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)
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.
100.9.8: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.
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.
100.31.1.1: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.
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
OD251323/2024-2025: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.
OD136464/2025-2026: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.
Cost of materials
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
100.98.512:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 80mm.
OD251134/2024-2025:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
OD136469/2025-2026:Supplying 100 mm dia casing tube (150mmOD) 1;2;4 Mix,45cm long.Volume=3.14/4(.15^2-.1^2)X.45X10no
Altering the existing connection
OD251127/2024-2025: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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