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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.4 LAccepted-AOC | ₹38.4 L | L1 | Accepted-AOC work awardred, lowest bidder |
| 2 | L2₹41.4 L+₹3.0 L (7.74%)Rejected-AOC | ₹41.4 L+₹3.0 L (7.74%) | L2 | Rejected-AOC 2nd lowest |
| 3 | L3₹42.4 L+₹4.0 L (10.4%)Rejected-AOC | ₹42.4 L+₹4.0 L (10.4%) | L3 | Rejected-AOC 3rd lowest |
| 4 | L4₹43.1 L+₹4.6 L (12.1%)Rejected-AOC | ₹43.1 L+₹4.6 L (12.1%) | L4 | Rejected-AOC 4th lowest |
| 5 | L5₹44.6 L+₹6.2 L (16.1%)Rejected-AOC | ₹44.6 L+₹6.2 L (16.1%) | L5 | Rejected-AOC 5th lowest |
Tender Value
₹50.7 L
EMD Value
₹50,000
Closing Date
20 Feb 2025, 3:00 pmClosed
EXECUTIVE ENGINEER, KWA, PH DIVISION, KASARAGOD
EXECUTIVE ENGINEER, KWA, PH DIVISION, KASARAGOD
Kasargod Develpoment Package 2024 25 Providing drinking water connection to Life Mision flats at Chattanchal in Chemnad Grama Panchayath by Providing Extension from Kasargod WSS
2025_KWA_737510_1
WRD/ KWA /CE (NR) ESD/ 26542/ 2024
Open Tender
Civil Works - Water Works
Item Rate
120 days
Chemnad
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
₹50,000
15 Apr 2025
13 Feb 2025
21 Feb 2025
13 Feb 2025
20 Feb 2025
13 Feb 2025
Amount
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.
100.2.7: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 Medium Rock where Blasting is Prohibited.
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.
100.8.2: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.
100.9.9: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.
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.
100.31.1.2: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.
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
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.
OD151752/2024-2025:Interconnecting/ Providing Tee connection from existing line using suitable specials including earth work excavation for searching and exposing the pipeline etc complete as per the direction of departmental officers
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) : 4 graded stone aggregate 20 mm nominal size)
OD151753/2024-2025:Providing and fitting 50mm water meter from existing PVC/HDPE mains up to 110mm up to a length of 5m using 50mm Indian Standard Class 6 uPVC pipe and uPVC/GM/Brass specials and connecting with mains testing the joints etc complete including trenching and refilling in all kinds of soil up to a depth of 1.5m for main line tracing and 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 cost of tested class C Bulk water meter with ISIS mark and prefab or cast in situ concrete meter chamber with cover but excluding cost of concrete/ bituminous roads etc, and as per the direction of the department officers.
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.
OD208699/2024-2025:Dismantling manually or mechanical means and dispoal of unserviceable materials within 50m lead as per direction of engineer in charge -bituminous/concrete road
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.
18.17.1:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
18.12.3:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work25 mm dia nominal bore
18.17.3:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
Cost of Materials
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.
OD151750/2024-2025:Supply of 110 mm PVC Pipe 12.5 kg/cm2
OD151751/2024-2025:Supply of 100 mm GI Pipe (Medium)
100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
Road restoration
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) : 4 graded stone aggregate 20 mm nominal size)
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required 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.
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.)
16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20
MUHAMMED RAFI B (BID ID -2118430)
A.M MANSOOR (BID ID -2118502)
SAFWANA HAMZA (BID ID -2118364)
AHAMMEDALI.M.T. (BID ID -2118232)
Bidder Name
AHAMMEDALI.M.T.
C SULAIMAN
A.M MANSOOR
MUHAMMED RAFI B
SAFWANA HAMZA
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1183481.pdf
boq_comp_chart.xlsx
xlsx
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