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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.2 LAccepted-AOC | ₹23.2 L | L1 | Accepted-AOC L1 |
| 2 | SHYJU T P L2₹26.8 LRejected-AOC | ₹26.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SHYJU T P L2 | RAMESH K L1 |
|---|---|---|---|---|---|
| 1.00Cost of Materials | |||||
| 1.00 | 100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. | 240 | metre | 3,367.65 ₹8.1 L | 3,182.28 ₹7.6 L |
| 1.00 | 100.98.116:Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia. | 240 | metre | 2,618.16 ₹6.3 L | 2,474.04 ₹5.9 L |
| 1.00 | 100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia. | 230 | metre | 471.92 ₹1.1 L | 445.94 ₹1.0 L |
| 1.00 | 100.98.221:Supply of PVC Pipe, 8kg/cm2, 63mm Dia. | 240 | metre | 87.35 ₹20,964 | 82.54 ₹19,809.60 |
| 1.00 | OD95833/2025-2026:PVC Specials 3% of Cost of material | 1,99,068 | L.S | 0.03 ₹5,972.04 | 0.03 ₹5,972.04 |
| 1.01 | OD99260/2025-2026:Ductile Iron K-12 specials suitable for push on jointing upto 600 mm dia | 4.06 | quintal | 22,676.97 ₹92,068.50 | 21,428.7 ₹87,000.52 |
| 2.00Working Charges | |||||
| 2.00 | 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. | 327.54 | cum | 739.23 ₹2.4 L | 698.54 ₹2.3 L |
| 2.00 | 100.1.5: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 50 m, in Ordinary Rock. | 218.36 | cum | 1,090.39 ₹2.4 L | 1,030.37 ₹2.2 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
7 Jan 2026, 3:00 pmClosed
EXECUTIVE ENGINEER,KWA,PH DIVISION THRISSUR
EXECUTIVE ENGINEER,KWA,PH DIVISION THRISSUR
DEPOSIT_Constuction of Road Over Bridge at Velukutty gate in Thrissur_Attore Road_Estimate for Shifting of KWA pipe line_Pipeline Work
2025_KWA_823388_1
17/EE/PHD/TSR/2025-26
Open Tender
Civil Works - Water Works
180 days
Thrissur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
6 Mar 2026
22 Dec 2025
8 Jan 2026
22 Dec 2025
7 Jan 2026
22 Dec 2025
22 Dec 2025 - 7 Jan 2026
Amount
Cost of Materials
100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia.
100.98.116:Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia.
100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
100.98.221:Supply of PVC Pipe, 8kg/cm2, 63mm Dia.
OD95833/2025-2026:PVC Specials 3% of Cost of material
OD99260/2025-2026:Ductile Iron K-12 specials suitable for push on jointing upto 600 mm dia
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.
100.1.5: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 50 m, in Ordinary Rock.
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.
OD95805/2025-2026:Dismantling manually/mechanical means and disposal of material within 50meters
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.
100.9.6: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): 63 mm nominal outside diameter pipes.
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.
100.14.2:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 150mm diameter Ductile Iron Class K-9 Pipes.
100.14.3:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes.
18.70.2:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:150 mm dia pipes
18.70.3:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:200 mm dia pipes
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
Connection shifting
OD114676/2025-2026:Reinstating / replacing the 20mm /25mm house connection with 15mm (1/2 inch) water meter from existing mains to the newly laid and charged pipe lines, up to a length of 5 m using 25mm Indian Standard Class 6 uPVC pipe and uPVC / Brass specials viz. brass ferrule, Elbow, MTA, FTA, couplers 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 1.50 m for main line tracing and trench of average cross section 0.75m x 0.75m for laying connection pipe and service pipe, safely removing & re-fixing existing water meter if necessary, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges but excluding cost of water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads and as per the directions of the department officers - upto 160 mm dia pipe lines
SHYJU T P (BID ID -2453791)
Bidder Name
RAMESH K
SHYJU T P
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