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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L11 | |
| 3 | Rejected-Technical | - | Rejected-Technical L7 | |
| 4 | Rejected-Technical | - | Rejected-Technical L8 | |
| 5 | Rejected-Technical AMBALAPPADAN HOUSE THANNIPPUZHA OKKAL KALADY | - | Rejected-Technical L9 |
Tender Value
₹16.4 L
EMD Value
₹40,919
Closing Date
26 Oct 2024, 3:00 pmClosed
Executive Engineer
P.H.Division Aluva
Deposit CSME Extension of pipe line in Nedumbassery panchayath for providing water connection to M s Zarrenstar Hospitality Pvt Ltd Taj Hotels CIAL
2024_KWA_697190_1
CE(CR)/TR/18504/2024_26_1_1/1
Open Tender
Civil Works - Water Works
Item Wise
90 days
Nedumbassery Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹40,919
15 Nov 2024
18 Oct 2024
28 Oct 2024
18 Oct 2024
26 Oct 2024
18 Oct 2024
Amount
Cost of materials
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
OD101337/2024-2025:Supply of Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 - 200x200 DI A/s Tee -1 No. & 200x80 DI D/S Reducer 1 No.
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
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.
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.
100.9.8: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.
100.31.1.1: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.
18.24:Laying in position S & S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials).
OD99052/2024-2025:Interconnecting the pipe line newly laid 200mm AC to 90mm PVC pipeline by supplying specials all cost of materials and necessary earth work excavation in all classes of soil etc. complete as per direction of departmental officers
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.)
16.78.1: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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
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)
Jayesh K P
Sanilan C.S
SABU PANIKULAM
SHAJEER M S
MS ENGINEERING AND CONTRACTORS
ANTONY K G
GICON BUILDERS
Jayanandan
P.P. DHARMAN
ABILASH.P.S
T A Meethiyan
Bidder Name
SABU PANIKULAM
ABILASH.P.S
P.P. DHARMAN
T A Meethiyan
ANTONY K G
Sanilan C.S
PAUL P X
Jayesh K P
Jayanandan
GICON BUILDERS
SHAJEER M S
MS ENGINEERING AND CONTRACTORS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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