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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.0 LAccepted-AOC | ₹54.0 L | L1 | Accepted-AOC Lowest |
| 2 | Sreenivasan A S L2₹54.8 LRejected-Finance | ₹54.8 L | L2 | Rejected-Finance Second lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | TJ Binu L4 | Renjith M L1 | Unnikishnan Nair L7 | Sreenivasan A S L2 | PRAKASH S R L5 | SATHEESH M K L3 | SANTHOSH KUMAR K L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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) | 1 | cum | 2,425 ₹2,425 | 2,165 ₹2,165 | 2,747.81 ₹2,747.81 | 2,572.86 ₹2,572.86 | 2,487.96 ₹2,487.96 | 2,212.66 ₹2,212.66 | 2,572.86 ₹2,572.86 |
| 1.00 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 2 | cum | 420.88 ₹841.76 | 400 ₹800 | 476.32 ₹952.64 | 445.99 ₹891.98 | 431.27 ₹862.54 | 383.55 ₹767.1 | 445.99 ₹891.98 |
| 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. | 2,200 | cum | 654.22 ₹14,39,284 | 583 ₹12,82,600 | 740.4 ₹16,28,880 | 589 ₹12,95,800 | 670.38 ₹14,74,836 | 596.2 ₹13,11,640 | 693.26 ₹15,25,172 |
| 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. | 2,500 | metre | 30.89 ₹77,225 | 27 ₹67,500 | 34.97 ₹87,425 | 28 ₹70,000 | 31.66 ₹79,150 | 28.16 ₹70,400 | 32.74 ₹81,850 |
| 1.00 | 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. | 2,000 | metre | 234.36 ₹4,68,720 | 209 ₹4,18,000 | 265.24 ₹5,30,480 | 228 ₹4,56,000 | 240.15 ₹4,80,300 | 213.58 ₹4,27,160 | 248.35 ₹4,96,700 |
| 1.01 | 100.9.9: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): 110 mm nominal outside diameter pipes. | 2,000 | metre | 148.2 ₹2,96,400 | 132 ₹2,64,000 | 167.73 ₹3,35,460 | 135 ₹2,70,000 | 151.87 ₹3,03,740 | 135.06 ₹2,70,120 | 157.05 ₹3,14,100 |
| 1.01 | OD34771/2025-2026:Alteration of house connection/street tap connection including earthwork excavation,supplying and fitting suitable saddle piece, supplying and fitting 20 mm brass ferrule 1no,20 mm GM full way wheel valve 1no,Tap ,20mm ASTM Sch-80 pipe and other specials, other specials etc. and connecting the newly laid main, testing the joints etc. as per the direction of departmental officials | 150 | no | 2,550.65 ₹3,82,597.5 | 2,270 ₹3,40,500 | 2,886.61 ₹4,32,991.5 | 2,110 ₹3,16,500 | 2,613.63 ₹3,92,044.5 | 2,324.43 ₹3,48,664.5 | 2,702.82 ₹4,05,423 |
| 1.01 | OD36217/2025-2026:Interconnection of existing pipeline with newly laid pipeline including earthwork excavation for exposing the line, fencing, bailing out water, boring the line or supplying and fixing PVC tee, taking connection including supplying all necessary pipe and specials etc. complete | 15 | no | 1,918.72 ₹28,780.8 | 1,707 ₹25,605 | 2,171.45 ₹32,571.75 | 1,999 ₹29,985 | 1,966.09 ₹29,491.35 | 1,748.54 ₹26,228.1 | 2,033.19 ₹30,497.85 |
| 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 | 153.03 ₹612.12 | 100 ₹400 | 173.2 ₹692.8 | 162.17 ₹648.68 | 156.82 ₹627.28 | 139.47 ₹557.88 | 162.17 ₹648.68 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
11 Oct 2025, 3:00 pmClosed
EE
HEAD WORKS DIVISION,ARUVIKKARA
State Plan 202526 Optimization of production and transmission Replacing the old dilapidated and frequently leaking AC and PVC pipelines from Kalung junction to Chayam junction in Vithura GP under Water Supply Section Palode Pipeline Work
2025_KWA_804638_1
03/HWD/AVK/2025-26
Open Tender
Civil Works - Water Works
180 days
WORKS
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,257
₹50,000
3 Feb 2026
3 Oct 2025
13 Oct 2025
3 Oct 2025
11 Oct 2025
3 Oct 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)
15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
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.
100.8.1: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.
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.
100.9.9: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): 110 mm nominal outside diameter pipes.
OD34771/2025-2026:Alteration of house connection/street tap connection including earthwork excavation,supplying and fitting suitable saddle piece, supplying and fitting 20 mm brass ferrule 1no,20 mm GM full way wheel valve 1no,Tap ,20mm ASTM Sch-80 pipe and other specials, other specials etc. and connecting the newly laid main, testing the joints etc. as per the direction of departmental officials
OD36217/2025-2026:Interconnection of existing pipeline with newly laid pipeline including earthwork excavation for exposing the line, fencing, bailing out water, boring the line or supplying and fixing PVC tee, taking connection including supplying all necessary pipe and specials etc. complete
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.
100.31.1.5: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): 200mm diameter, Class I.
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)
100.60.15.2.1:Providing additional length of house connection pipe using 25 mm (3/4 inch) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PN 16 specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers.
OD140976/2025-2026:Construction of valve chamber of size 0.9x0.9x1.00 inside including conveying supplying and fixing CI manhole cover of dia 560 mm
15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
Supply
100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.
100.98.239:Supply of PVC Pipe, 10kg/cm2, 160mm Dia.
100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
100.98.497:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 200mm.
Sreenivasan A S (BID ID -2377404)
SATHEESH M K (BID ID -2382517)
TJ Binu (BID ID -2383067)
PRAKASH S R (BID ID -2380848)
SANTHOSH KUMAR K (BID ID -2380873)
Unnikishnan Nair (BID ID -2383568)
Bidder Name
Unnikishnan Nair
Sreenivasan A S
Renjith M
PRAKASH S R
TJ Binu
SATHEESH M K
SANTHOSH KUMAR K
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