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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | ₹7.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.4 LRejected-AOC | ₹7.4 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Biju Mathew L2 | CS.JOHN L1 | SAJAN MOHANAN L3 | JOBY MATHEW L4 |
|---|---|---|---|---|---|---|---|
| 1.00Working charges | |||||||
| 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 | 96.75 | sqm | 304.68 ₹29,477.79 | 297 ₹28,734.75 | 266 ₹25,735.50 | 292.71 ₹28,319.69 |
| 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. | 553.5 | cum | 465.92 ₹2.6 L | 450 ₹2.5 L | 450 ₹2.5 L | 447.6 ₹2.5 L |
| 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. | 250 | metre | 76.93 ₹19,232.50 | 75 ₹18,750 | 67 ₹16,750 | 73.9 ₹18,475 |
| 1.00 | 100.98.1008:Engaging Coolie. | 5 | no | 743.46 ₹3,717.30 | 725 ₹3,625 | 650 ₹3,250 | 700 ₹3,500 |
| 1.00 | OD259721/2024-2025:Taking interconnection from existing 110mm PVC to newly laid 90mm PVC line by using suitable specials such as Tee Saddle etc, Supplied by the contractor including all earthwork excavation | 1 | no | 1,017.76 ₹1,017.76 | 992 ₹992 | 963 ₹963 | 850 ₹850 |
| 1.01 | OD247015/2024-2025:Taking interconnection from the existing 90 mm pvc/HDPE line with the newly laid 90 PVC/HDPE line using suitable specials such as Tee, Saddle... including earth work excavation in all kind of soil and cost of special. | 3 | no | 898.24 ₹2,694.72 | 876 ₹2,628 | 850 ₹2,550 | 900 ₹2,700 |
| 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. | 1,230 | metre | 71.66 ₹88,141.80 | 69 ₹84,870 | 70 ₹86,100 | 68.84 ₹84,673.20 |
| 1.01 | OD259720/2024-2025:Taking interconnection from existing 160mm PVC to newly laid 90mm PVC line by using suitable specials such as Tee Saddle etc, Supplied by the contractor including all earthwork excavation | 1 | no | 2,020.49 ₹2,020.49 | 1,970 ₹1,970 | 1,912 ₹1,912 | 1,800 ₹1,800 |
| 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 | 470.92 ₹470.92 | 459 ₹459 | 446 ₹446 | 5,000 ₹5,000 |
Tender Value
₹10.8 L
EMD Value
₹27,093
Closing Date
25 Sept 2025, 1:00 pmClosed
AEE
P.H.SUBDIVISION, KERALA WATER AUTHORITY, EDATHUA
Deposit work Veliyanad Panchayath 2024-25-Kuttanadu Water Supply Scheme-Pipe line extension in ward no. 2,6,7,8,11 of Veliyanad Panchayath-
2025_KWA_798818_1
06/AEE/EDVA/2025-26/26801
Open Tender
Civil Works - Water Works
180 days
VELIYANAD WARD 2, 6, 7, 8, 11
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹27,093
10 Dec 2025
18 Sept 2025
27 Sept 2025
18 Sept 2025
25 Sept 2025
18 Sept 2025
18 Sept 2025 - 24 Sept 2025
Amount
Working charges
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.
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.
OD259721/2024-2025:Taking interconnection from existing 110mm PVC to newly laid 90mm PVC line by using suitable specials such as Tee Saddle etc, Supplied by the contractor including all earthwork excavation
OD247015/2024-2025:Taking interconnection from the existing 90 mm pvc/HDPE line with the newly laid 90 PVC/HDPE line using suitable specials such as Tee, Saddle... including earth work excavation in all kind of soil and cost of special.
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.
OD259720/2024-2025:Taking interconnection from existing 160mm PVC to newly laid 90mm PVC line by using suitable specials such as Tee Saddle etc, Supplied by the contractor including all earthwork excavation
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.
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.
4.1.3: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)
100.31.1.2: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): 100mm diameter, Class I.
100.31.1.4: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): 150mm diameter, Class I.
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.
OD264006/2024-2025:Construction of RCC valve chamber of inside size 1.00 m x 1.00m x 1.25 m, with side wall 15cm thick and cover slab of 0.2m thick as per standard specifications and directions from the Engineer in charge including necessary earth work excavation,plain cement concrete ,reinforced cement concrete ,necessary form work, reinforcement etc
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.
100.98.513:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 100mm.
OD263120/2024-2025:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
100.98.508:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
100.98.509:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.
Providing public tap
OD246958/2024-2025:Taking tap connection from the newly laid PVC Pipes using PVC saddle piece including necessary earth work excavation, other incidental charges etc ...as per the direction of departmental officers.
18.9.2:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work20 mm nominal dia pipes
18.16.2:Providing and fixing brass stop cock of approved quality :20 mm nominal bore
18.20.2:Providing and fixing brass ferrule with C.I mouth cover including boring and tapping the main:20 mm nominal bore
100.56.1:Supplying and fixing 15 / 20 mm PVC public tap after dismantling the damaged tap including all cost of materials, labour charges, hire for tools and as per the direction of the department officers etc complete.
Biju Mathew (BID ID -2357238)
SAJAN MOHANAN (BID ID -2356405)
JOBY MATHEW (BID ID -2357410)
Bidder Name
JOBY MATHEW
Biju Mathew
CS.JOHN
SAJAN MOHANAN
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