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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.4 L+₹54,072.97 (7.92%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹7.6 L+₹74,126.69 (10.9%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹7.7 L+₹86,978.58 (12.7%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹9.1 L
EMD Value
₹22,787
Closing Date
29 Feb 2024, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer WSP Sub Division Kerala Water Authority Mavelikkara
DEPOSIT WORK 2023-24 - Nooranad Grama Panchayath- Project 2- Pipeline extension and replacing connections at Pattoor Milma Junction to Melel Colony (Ward 17- Edappon West Ward)
2024_KWA_660356_1
WRD/KWA-CE(CR)/TR/22156/2023
Open Tender
Civil Works - Water Works
Item Rate
180 days
Mavelikkara
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,010
₹22,787
Yes
19 Jun 2024
21 Feb 2024
1 Mar 2024
21 Feb 2024
29 Feb 2024
21 Feb 2024
Amount
Appendix - A - Working Charges
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.
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
15.2.1: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)
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.
OD158685/2023-2024:Supplying , Conveying & fixing superior quality 90 mm PVC End cap at site
OD158686/2023-2024:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 90 mm dia Bend
OD158688/2023-2024:Interconnecting the newly laid 90 mm PVC pipe line to the existing 110 pipeline, by cutting the existing 110/160 mm PVC Pipe Line diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothing of cut ends, inserting the 110 x 110 mm Tee or 160 x 160 mm Tee, 110 x 90 mm pvc reducer or 160 x 90 mm pvc reducer supplied by the contractor and placing in position,and testing to the required test pressure, including cost of 110 x 110 mm PVC Tee or 160 x 160 mm Tee, 110 x 90 mm pvc reducer or 160 x 90 mm pvc reducer supplied by the contractor, Including labour charges , and hire for tools, Fencing, Conveyance charges, Caution board etc; complete.
100.60.1.3.1:Providing 20mm (3/4 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 25mm 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 but excluding cost of water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
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
OD158689/2023-2024:Jointing the newly laid 90 mm PVC pipe line to 80 mm GI pipeline, by cutting the 90 mm PVC pipe line diametrically, the cut being perpendicular to the axis of pipe and smoothening of cut ends inserting the 90mm CIR joint etc. supplied by the contractor and placing in position and testing to the required test pressure , including cost of Specials supplied by the contractor , labour charges, conveyance and hire for tools etc complete.
4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
100.31.2.1: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 II.
100.98.1008:Engaging Coolie.
OD158690/2023-2024:Construction of standard valve protection tube with 160 mm PVC 6Kg/cm2 pipe & RCC slab of dimension 300 x 300 x 150mm thick with RCC 1:2:4 using graded stone aggregate 20mm nominal size, Reinforcement shall be with 8T@100 B/W, B/F with a 100 mm dia. hole at center of slab to operate valve inside protection tube as per the direction of departmental Officers
OD158691/2023-2024:Additional length of pipeline required for crossing road. Including cost of pipe, laying, excavation to lay pipe, cutting and dismantling road.
Appendix-B- Cost of Materials
100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
G RAJESH
SHIBU B
SYAM SANKER
Bidder Name
SHIBU B
G RAJESH
sherlyjoykutty
SYAM SANKER
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1023368.pdf
boq_comp_chart.xlsx
xlsx
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