Kerala Water Authority Tender
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Kerala Water Authority - KWA Tender
Eprocure
Opening Date
17 Nov 2018Closing Date
27 Aug 2019Tender Amount
₹ 3,30,800Costs
EMD
₹ 8,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Supplying And Laying Sewer Lines
Description
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Contact
Tender Id
2018_KWA_249477_1Bid Award Id
ViewTender No
Retender 111/2017-18/ KWA/SMD/TVM(RT-2)Tender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
Plugging the full portion of the mouth of 100mm dia sewer main using clay filled gunny bags and removing the same after completion of work etc complete
9
-
245.27
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 - All Kinds of soil
52.8
-
421.05
Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals
30
-
81.13
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals.
45
-
24.33
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
105.6
-
156.51
Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5 m
7.7
-
163.22
Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
0.4
-
183.39
Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete.
149.2
-
36.46
Bailing out spring water and controlling traffic by engaging man coolies
30
-
616.04
Bailing out sewer mixed water by engaging sewer man.
25
-
652.86
Providing, laying and jointing glazed stoneware pipes class SP - 1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 fine sand) including testing of joints etc. complete:150 mm diameter
45
-
471.34
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
15.4
-
181.52
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 150cm in width as well as 10 sqm in plan) including disposal of excavated earth, disposed earth to be levelled and neatly dressed for Manhole- 2nd depth 1.5m to 3.0m in all kinds of soil
0.4
-
256.1
Supplying conveying and laying 25mm dia PVC best quality pipe (10kg/sq.cm) including specials for diverting near man holes
20
-
53.06
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)
1.95
-
6453.91
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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.73
-
8957.56
Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
0.82
-
8587.9
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
6.24
-
279.52
Centering and Shuttering including strutting, propping etc and removal of form work etc Well Steining for circular works
16.33
-
367
Centering and shuttering including strutting propping etc and removal for cover slab (Circular)
3.65
-
335.44
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Hot rolled deformed bars
203.6
-
81.57
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
3.37
-
7100.79
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 250 mm diameter
15
-
563.73
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design
3
-
472.57
Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
3.39
-
338.25
Conveying from casting yard and fixing the RCC cover slab of size 1.60m dia, 18cm thick including cost of 5kg cement/ each
3
-
469.54
Supplying and fixing in position 560 mm dia. CI Cover (heavy duty-HD20) with frame the weight to be not less than 208 kg
3
-
15065.58
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
9.75
-
181.23
Cleaning the man hole at main line and branches up to a depth of 3m including removing the silt and other floated matters after plugging the mouth of sewer main and destroying the debris at convenient places as directed by departmental officers
4
-
587.29
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 : 4 graded stone aggregate 20 mm nominal size)
5.63
-
7900.59
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 110 mm nominal outer dia pipes.
30
-
89.93
Supply of ISI marked PVC Pipe, 6kg/cm2, 110mm Dia conforming to IS 4985-2000
30
-
247.3
Removal of excess earth by lorry for minimum mechanical conveyance and less cost of earth
5.52
-
166.89
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