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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹35.6 L+₹40,195.59 (1.14%)Rejected-AOC KEZHE MANGATTUCONAM NEDUMCAUD KARAMANA PO THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | L2 | Rejected-AOC L2 | |
| 3 | L3₹35.8 L+₹60,294.40 (1.71%)Rejected-Finance ATTUKAL BHAVANAM TC 20 1735 KARAMANA P O THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695002 | L3 | Rejected-Finance L3 |
Tender Value
₹40.2 L
EMD Value
₹50,000
Closing Date
5 Feb 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer,PH, Division South, TVPM
O/o Executive Engineer,PH, Division South, TVPM
AMRUT2 SWAP 3Proposal for 100perc coverage in Kalady Pappanamcode Melamcode EstateNemom Ponnumangalam and Punnakamughal Part Wards under Karamana Section in Tvpm Municipal Corporation Package3Pipeline Work
2025_KWA_731386_1
WRD/KWA-CE(SR)/TR/31096/2024
Open Tender
Civil Works - Water Works
Item Rate
365 days
TVPM
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
₹50,000
Yes
10 Apr 2025
28 Jan 2025
6 Feb 2025
28 Jan 2025
5 Feb 2025
28 Jan 2025
28 Jan 2025 - 5 Feb 2025
Amount
Appendix A
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
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including 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.
100.8.1: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.
100.9.9: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.
100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
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.
OD185823/2024-2025:Taking connection from the existing main (single boring), including earthwork excavation supplying and fitting 25mm saddle piece 1 nos,25mm brass ferrule 1 nos, 25mm GM full way valve wheel valve 1 nos, bend 1nos, union 1nos, 32mm pvc adapter 1 nos,110x32 pvc reducer 1nos etc. and connecting the newly laid main,testing the joints etc. complete
OD185824/2024-2025:Taking connection from the existing main (double boring), including earth work excavation ,boring the main, supplying and fitting saddle piece 2 nos,25mm brass ferrule 2 nos, 25mm GM full way valve wheel valve 2 nos, bend 2nos, union 2nos, 32mm pvc adapter 2 nos,110x32 pvc reducer 2nos and connecting the newly laid main testing the joint etc. complete. Rate as per item No 100.1.1 of SH KWA approved data
Appendix B - Construction of Valve Chamber
15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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
Appendix C
100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.
OD185818/2024-2025:Supplying 20mm ASTM Pipe
OD185820/2024-2025: Supplying and conveying of heavy duty CI MH cover with frame
OD185819/2024-2025:Supplying and Fixing PVC Reducer 160x110/110x75/110x63 mm as per site condition
OD185822/2024-2025:Supply of 110 mm 90 degree bend
OD185821/2024-2025:Supply of 110 mm PVC 45 degree Bend
Appendix D
OD185810/2024-2025:Alteration of house connection/street tap connection including earthwork excavation, supplying and fitting suitable saddle piece, supplying and fitting 20 mm brass ferrule 1no,20 mm GM full way wheel valve 1no,Tap ,20mm ASTM Sch-40 pipe and other specials,etc. , connecting the newly laid line, testing the joints etc. as per the direction of departmental officials.
OD185816/2024-2025:Supply and fixing 1 inch ASTM pipe SCH 40
OD185815/2024-2025:Restoration of the Tar cut portion using instant road repair mix after removing debris,consolidating, ramming existing surface and placing in position repair mix as required, ramming, levelling, finishing to the existing road level including cost of instant road repair mix, all labour, hire of tools and plants etc complete as per the direction of departmental officers.
OD185814/2024-2025:110 mm End cap
OD185812/2024-2025:Supplying 90mm CIR
OD185817/2024-2025:Supply of CIR JOINTS-110mm
OD185830/2024-2025:Fixing of 200mm sluice valve in 200mm dia DI/CI LINE, Including cost for suppplying,fixing ,aligning the valve in proper direction as per the direction from the departmental officer
Appendix - F Road restoration
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
M ASHOK KUMAR (BID ID -2092732)
MANOHARAN D (BID ID -2092091)
Bidder Name
MANOHARAN D
M ASHOK KUMAR
Anoop AJ
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1167322.pdf
boq_comp_chart.xlsx
xlsx
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