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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹41.6 L+₹1.9 L (4.88%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹45.5 L+₹5.9 L (14.9%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | RAMACHANDRAN C K L2 | Subeesh K L3 | SHAJUKUMAR P L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix A - Labour charge for pipe laying | ||||||
| 1.00 | OD145652/2025-2026: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 | 690 | sqm | 89 ₹61,410 | 90.45 ₹62,413.26 | 79.27 ₹54,696.3 Lowest |
| 1.00 | OD145653/2025-2026: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) | 17 | cum | 770 ₹13,090 | 786.94 ₹13,377.99 | 689.65 ₹11,724.05 Lowest |
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 15 | sqm | 70 ₹1,050 Lowest | 113.87 ₹1,708.02 | 99.79 ₹1,496.85 |
| 1.00 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | 15 | sqm | 200 ₹3,000 Lowest | 379.78 ₹5,696.69 | 332.83 ₹4,992.45 |
| 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. | 728.8 | cum | 800 ₹5,83,040 | 566.87 ₹4,13,132.16 | 496.79 ₹3,62,060.55 Lowest |
| 1.01 | 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. | 182.2 | cum | 1,400 ₹2,55,080 | 836.15 ₹1,52,347.17 | 732.78 ₹1,33,512.52 Lowest |
| 1.01 | 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. | 700 | metre | 20 ₹14,000 Lowest | 27.65 ₹19,352.06 | 24.23 ₹16,961 |
| 1.01 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | 100 | sqm | 50 ₹5,000 Lowest | 152.58 ₹15,257.97 | 133.72 ₹13,372 |
| 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. | 700 | metre | 250 ₹1,75,000 | 87.19 ₹61,030.97 | 76.41 ₹53,487 Lowest |
Tender Value
₹49.6 L
EMD Value
₹50,000
Closing Date
27 Oct 2025, 2:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER
AMRUT 1 0 Water Supply Scheme Supplying laying testing and commissioning of 160mm and 90 mm PVC distribution line along Karaparamba Malaparamba road Florican road and replacing the existing FHTC Pipeline Work
2025_KWA_811511_1
EE/PHD/KKD/19/2025-26
Open Tender
Civil Works - Water Works
Item Rate
60 days
Karaparamba
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,800
₹50,000
12 Nov 2025
17 Oct 2025
28 Oct 2025
17 Oct 2025
27 Oct 2025
17 Oct 2025
17 Oct 2025 - 27 Oct 2025
Amount
Appendix A - Labour charge for pipe laying
OD145652/2025-2026: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
OD145653/2025-2026: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)
16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
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.
100.8.1: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.
2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
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.
100.9.11: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.
100.12.9:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore.
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.
100.32.1: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)
OD133802/2025-2026:Supplying conveying and fixing 150 mm GI PIPE, including the cost of material, labour charge etc
Appendix B - Supply of materials
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
100.98.239:Supply of PVC Pipe, 10kg/cm2, 160mm Dia.
OD132251/2025-2026:Add 3% for specials for PVC pipe
OD132252/2025-2026:Supply of good quality GI pipe medium ,100 mm dia.
OD132253/2025-2026:Add 2 % extra for GI pipe specials
100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
OD132249/2025-2026:Supplying and Fixing 150mm CI SURFACE BOX embedded with RCC slab of size 0.6X0.6X0.15 and 160mm or above size PVC 10kg/cm2 pipe acting as protection tube with including all cost of conveyance, labour charges etc .
OD132255/2025-2026:Cutting 100mm GI pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick GI plates.
OD132254/2025-2026:Welding 100mm GI pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick GI plates.
OD132250/2025-2026:Grinding cut and weld edges of 100mm GI pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick GI plates.
Appendix C - Providing FHTC (Part)
100.60.1.1.2:Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size 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 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
100.60.2.1.2:Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains from 140mm to 200mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size 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 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
100.60.3.1.1:Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and 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
100.60.12.3.1:Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.
OD145654/2025-2026:Providing and Fixing Water Tap post using 75 mm PVC 6 Kg/cm2 pipe, including cost of pipe, End cap, filling sand and fixing in position with concrete of 20 x20 x 20 cm etc. complete
100.60.10.1.1:Providing 15mm (1/2 inch) GM 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.
Appendix F- Interconnection & Reinstating of service connections
OD132258/2025-2026:Reinstating 15mm (1/2 inch) house connection from existing PVC / HDPV main upto 110mm dia upto a length of 3m using 20mm (1/2 inch) PE pipe , PE 80, PN 16 conforming to IS 4984 : 2016 or later edition and PP PN16 compression/ GM/ Brass specials viz. brass ferrule, brass hexagonal nipple , bent , MTA , FTA , couplers , PVC service saddle of suitable size etc. and connecting with the mains , testing the joints etc., complete including trenching and refilling in all kinds of soil upto a depth of 1.50m for main line tracing and trench of average cross section 0.3m X0.75m for laying connection pipe and service pipe , lighting , watching , providing caution board, traffic control etc , complete including cost of material, hire of tools, cost of consumables, and labour charges , but excluding charges for cutting the concrete / tarred / bituminous roads etc. and as per the direction of the departmental officers.
OD132260/2025-2026:Making connection from 63/75/90/110/140/160 mm dia PVC pipe line to the proposed line by cutting and providing suitable size PVC Tee , the charges including all provisions for BT cutting earth excavation in all cases of soil , bailing out water , fencing , labour for controlling traffic and valves. Providing and filling quarry muck in the trenches etc.
Appendix H- PWD/NH Road temperory restoration
4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method
RAMACHANDRAN C K (BID ID -2410534)
Subeesh K (BID ID -2402017)
Bidder Name
RAMACHANDRAN C K
SHAJUKUMAR P
Subeesh K
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