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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹33.3 L+₹1.4 L (4.41%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹34.1 L+₹2.2 L (6.83%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹34.8 L+₹2.8 L (8.86%)Rejected-Finance KACHEETTI PUTHEN VEEDU PALIYODE KUNNATHUKAL ANAVOOR P O TRIVANDRUM 695124 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695124 | L4 | Rejected-Finance L4 | |
| 5 | L5₹35.8 L+₹3.8 L (12.0%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹51.1 L
EMD Value
₹50,000
Closing Date
20 Nov 2024, 3:00 pmClosed
Executive Engineer
O/o Executive Engineer, PH Division, South, TVPM
DEPOSIT Fisheries Department Laying pipelines and providing 332 nos of new water connections to Punargheham flat at Muttathara Pipeline Work
2024_KWA_704879_1
WRD/KWA-CE(SR)/TR/17016/2023
Open Tender
Civil Works - Water Works
Item Rate
365 days
Thiruvananthapuram
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
₹50,000
Yes
15 Mar 2025
12 Nov 2024
21 Nov 2024
12 Nov 2024
20 Nov 2024
12 Nov 2024
12 Nov 2024 - 20 Nov 2024
Amount
Pipe laying works
15.2.1: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)
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.
100.8.1: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.
100.9.9: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.
100.9.11: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.
100.9.3: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): 32 mm nominal outside diameter pipes.
100.9.2: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): 25 mm nominal outside diameter pipes.
OD90461/2023-2024:Interconnection of existing pipe line with newly laid pipe line including earth work excavation for exposing the line, fencing, bailing out water, boring the line or supplying and fixing Tee, taking connection including supplying all necessary pipes and specials etc complete.
100.60.2.6.2:Providing 20mm (3/4 inch) house connection with 15mm (1/2 inch) water meter from existing AC / GI mains from 150mm to 200mm dia., up to a length of 5 m using 25mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, GI / MS / SS 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.
100.60.3.2.1:Providing additional length of house connection pipe using 25mm 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
100.60.12.4.1:Providing 15mm PVC Tap in the water meter assembly for 20mm connection, using 25mm 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.
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)
Supply of materials
100.98.239:Supply of PVC Pipe, 10kg/cm2, 160mm Dia.
100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.
100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
OD97353/2023-2024:Supply of 32 mm pvc pipe.
OD90631/2023-2024:Supplying and conveying 25mm ASTM Pipe
OD91868/2023-2024:160mm X160mm PVC TEE
OD90641/2023-2024:110mm x 110mm PVC TEE (10Kg/cm2)
OD91861/2023-2024: 160mmX 110mm PVC Reducer
OD91907/2023-2024:110mm PVC Bend-10kg/cm2
OD97413/2023-2024:160 mm pvc End cap
OD91893/2023-2024:110mm PVC Endcap
OD90651/2023-2024:Conveying CI MH cover with frame from the deptl store to site and placing in position etc. complete
OD90652/2023-2024:Supply of 560mm dia CI MH cover with frame-(Heavy duty-weight not less than 208kg)
OD90683/2023-2024:Conveying ang fixing CI Sluice Valve by providing bolts, nuts, rubber insertions etc complete but excluding cost of valve
100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
OD90685/2023-2024:25mm dia socket
OD90686/2023-2024:25mm dia elbow
CONSTRUCTION OF VALVE CHAMBER
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
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
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)
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
Mandatory fees for water connection
OD90668/2023-2024:Mandatory fees to KWA for providing Domestic water connections with a service line length upto 30m.(Application fee, Domestic connection fee & Inside fee)
OD90667/2023-2024:Mandatory charges paid to Kerala Water Authority (Street main extension charges ). For domestic water connections with a service line length above 30m.
GOPALAKRISHNAN NAIR (BID ID -1978524)
VISHNUKUMAR M (BID ID -1982708)
MOHANAKUMAR V (BID ID -1980251)
Amal raj (BID ID -1983066)
Sanal Kumar D R (BID ID -1978486)
ANURAG INFRA MANAGEMENT (OPC) PRIVATE LIMITED (BID ID -1982953)
Vinod K (BID ID -1983261)
Vimal Kumar P (BID ID -1980308)
REENAKUMAR (BID ID -1982855)
rejith (BID ID -1980714)
C.SAJIKUMAR (BID ID -1982949)
Renjumon (BID ID -1981393)
S SANIL KUMAR (BID ID -1983352)
M ASHOK KUMAR (BID ID -1979981)
AMBALATHARA LABOUR CONTRACT (BID ID -1983107)
Bidder Name
C.SAJIKUMAR
Renjumon
MOHANAKUMAR V
GOPALAKRISHNAN NAIR
Vimal Kumar P
M ASHOK KUMAR
C. Mohana Das
AMBALATHARA LABOUR CONTRACT
Sanal Kumar D R
REENAKUMAR
rejith
Vinod K
S SANIL KUMAR
Amal raj
VISHNUKUMAR M
ANURAG INFRA MANAGEMENT (OPC) PRIVATE LIMITED
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1102710.pdf
boq_comp_chart.xlsx
xlsx
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