Kerala Water Authority Tender
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Kerala Water Authority - KWA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Jun 2024
Closing Date13 Jun 2024
Tender Amount₹ 24,37,134
Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KWA_674283_1Bid Award Id
ViewTender No
13/2024-25/WSD/NTATender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
General conditions of E Tendering Process
BOQ Items
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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
315.09
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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)
3.5
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OD211693/2023-2024:Protecting Cover for Booster pump, KYOSK with metel roof for placing the energy meter starter and panel board accessories etc comlplete.as per the direction of Dept officers.
1
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OD211692/2023-2024:Supply, Installation of high head CF booster pump, 3 phase, 67 mt head, 3LPS ( Considering available pumping hours of 8 Hours due to valve controlling) with warranty for 2 years for the date of commissioning, The rate includes, cost of pump, cost of motor, cost of dry run preventer, cost of panel board, cost of soft starter, cost of suitable pressure gauge 2 nos, starter, Copper cable from panel board to starter and starter to motor, cost of capacitor, 65mm GI (Class-B) suction pipe minimum 5 mt length , Non return and sluice valve, pipe connection work for suction and delivery side, earthing as per IE rule, Errection charges including foundation, base plate, cost of cement sand and meter, trail run and commissioning etc. complete as per the direction of engineer in charge.
2
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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)
0.9
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13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
11.7
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OD211694/2023-2024:OYEC amount for taking connection to the Booster pump house near Cheenikkala. including CD, Inspection charges etc. complete
1
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OD211695/2023-2024:Supply and installation of module for mobile starter for motor including SIM
2
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OD211696/2023-2024:Inter connection from existing 150mm GI line to connect and making 150x150x65mm GI/MS Flanged Tee with 160mm CIR / Flanged tighten joint, and connect to suitable joint to section pipe and all labour and materials charges etc complete.
1
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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
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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.
175
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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.
87
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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.
300
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100.9.6: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): 63 mm nominal outside diameter pipes.
96
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100.9.7: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): 75 mm nominal outside diameter pipes.
144
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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.
260
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OD211703/2023-2024:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling, such Tee, bend, flanges etc complete . External work 80 mm dia nominal bore class B Pipe excluding charge of Tar/Concrete cutting-(weight 8.47 kg/mt)
48
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OD211704/2023-2024:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling, such Tee, bend, flanges etc complete . External work 65 mm dia nominal bore class B Pipe excluding charge of Tar/Concrete cutting-(weight 6.10 kg/mt)
478
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OD218875/2023-2024:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore(excluding rate of Tar/Concrete cutting) weight 5.27kg/mt
18
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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.
5
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100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia.
96
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100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia.
144
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100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
260
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OD218855/2023-2024:Supply 90x75/63mm (10kg) PVC Reducer
8
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OD218856/2023-2024:Supply 90mm (10kg) PVC Specials-(Tee/bend/Tail piece/FTA/MTA)
8
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OD218857/2023-2024:Supply 75mm (10kg) Specials Including (Tee/bend/FTA/MTA)
8
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OD218858/2023-2024:Supply of 63mm (10kg) Specials (PVC Tee/Bend/FTA/MTA)
8
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OD218860/2023-2024:Supplying and fixing 25mm single acting Air valve including all labour and materials charges etc. complete.
3
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18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
1
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100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
5
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18.19.5.1:Providing and fixing gun metal non-return valve of approved quality (screwed end):
65 mm nominal boreHorizontal
2
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OD211701/2023-2024:Supply of 80mm CID Joint-(Class-15)
5
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OD211706/2023-2024::Providing labour engaged for lifting pipe and related other materials.( Head Load )
10
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OD214679/2023-2024:Conveying,Supply and fixing 10000 litter capacity (Four lair with ISI) PVC Water tank and fixing charge etc complete.
10000
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OD211708/2023-2024:Labour engaging fixing Sluice/ Non return valves and related other works
7
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OD214678/2023-2024:Labour engaged for connecting inlet and out let from PVC Tank to Distribution, pumping line Portion with cost of Specials, labour charges etc complete
2
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OD211709/2023-2024:Providing and fixing Plastic Fully Automatic Water Level and Over flow Controller with One Float Switch sensor, Three Phase
2
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OD211710/2023-2024:Supplying laying 4 core 1M2 mm UG cable by control of automatic water controller and laying ,cost of cable charge etc complete.
440
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Construction of Valve Chamber
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2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
9.46
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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)
8.79
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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)
4.5
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5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
21.76
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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
382.5
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13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
16
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OD211711/2023-2024:Supply and providing heavy duty MH cover with frame of size 560mm dia (Weight minimum 208.kg)
4
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Concrete road restoration
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3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
30
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4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
15
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11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
15
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OD218887/2023-2024:Labour engaged for Conveying Concrete materials like cement sand and aggerate stone etc complete-(up to 200mt)
30
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