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Costs
EMD
₹ 49,900Document Cost
₹ 2,950Tender Fee
Refer Documents
Summary
Extension Of Pipe Line In Various Wards Of Cherthala Municipality
Description
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Contact
Tender Id
2022_KWA_473093_1Bid Award Id
ViewTender No
e-Tender No.14/2021-22/EE/PHATender 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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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. (Data Prepared based on PWD SDB - Item No.1009)
260
-
28.82
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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
11.25
-
159.65
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Supplying 90mm PVC bend
60
-
84.79
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Supplying 90mm PVC Tee
5
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245.92
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Supplying90 mm PVC end cap
14
-
49.36
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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). 90 mm nominal outer dia pipes."
2894
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90.86
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Laying 90 mm pvc(6kg/cm2) pipe across PWD/Municipal road by push through method including earth work excavation in all kind of soil for entry&exit pits,shoring the pits,bailing out water from trenches,hire for tools,providing caution board,all labour charges,hire for tools and plants etc complete.
12
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1502.94
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Interconnecting the newly laid 90 mm PVC pipe line to the existing 90mm,cutting the existing 90 PVC line diametrically,the cut being diametrically perpendicular to the axis of the pipe and smoothening the cut ends and inserting 90 mm PVC Tee supplied by the contractor and placing in position.jointing with solvent cement and testing to the required test pressure including cost of specials supplied,labour charges and hire for tools etc. complete.
1
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407.29
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Interconnecting the newly laid 90 mm PVC pipe line to the existing 110mm,cutting the existing 110 PVC line diametrically,the cut being diametrically perpendicular to the axis of the pipe and smoothening the cut ends and inserting 110x90 mm PVC Tee supplied by the contractor and placing in position.jointing with solvent cement and testing to the required test pressure including cost of specials ,labour charges and hire for tools etc. complete.
1
-
558.64
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Interconnecting the newly laid 90 mm PVC pipe line to the existing 75 mm PVC line by cutting the 75 mm PVC line diametrically,the cutt being diametrically perpendicular to the axis of the pipe and smoothening the cut ends and inserting the 75x75mm PVC Tee,90x 75mm PVC reducer supplied by the contractor and placing in position.jointing with solvent cement and testing to the required test pressure including cost of Tee supplied,labour charges and hire for tools etc. complete.
1
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406.23
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Interconnecting the newly laid 90 mm PVC pipe line to the existing 250 mm AC line by boring and inserting the 250x50mm MS saddle,63mm PVC MTA,63mm PVC pipe,63mm PVC elbow,and 90x63mm PVC reducer supplied by the contractor and placing in position.jointing with solvent cement and testing to the required test pressure including cost of all specials supplied, labour charges and hire for tools etc. complete.
2
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1270.53
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Interconnecting the newly laid 90 mm PVC line with the existing 355 mm HDPE pipe by boring the existing line diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of cut ends, inserting suitable specials such as saddle clamp /any other type supplied by the contractor and placing in position,jointing with solvent cement and testing to the required test pressure,including cost of specials supplied by the contractor,labour charges and hire for tools etc.,complete
1
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1844.24
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Constructing semi- circular street fountain of approved size 110x75x85cm(vide order No.KWA/PMU/AE2/112/87 of MD,TVM dtd 30.5.1995) in RCC with(nominal size) broken stone and 6mm MS rod for foundation,post,kerb,platform(kerb 160x8x6cm,platform 12cm thick,post 85x15x10cm with pot rest of size 23x23x6cm,PCC 1:2:4) and haunch on both sides of post fixed over 20mm metal concrete base 1:4:8 120cmx110cmx15cm size plastered with CM 1:3, 9mm thick with neat flushing coat including cost and conveyance of cement,MS rod ,boxing,earth work excavation and back filling etc. complete.(Cement 83.35 Kg,MS rod 6mm 6Kg)
15
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4112.08
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Taking/Tapping 20mm PVC connection from the newly laid 90 P.V.C line by boring the main, fitting the suitable size PVC saddle piece (supplied by the contractor) with nut and bolt, 20mm G.I. nipple, including cost and conveyance of saddle piece, nut and bolt, G.I. nipple, labour for fitting and hire for tools etc. complete.
15
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486.01
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Laying ASTM Schedule 80 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). r|nbr25 mm nominal outer dia pipes.
60
-
37.49
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Supplying,conveying,cleaning and fitting superior quality 25 mm PVC tap in position complete
15
-
133.51
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Supplying good quality 25mm ASTM Elbow Schedule 80
60
-
13.26
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Supplying 25 mm ASTM FTA Schedule 80
15
-
26.25
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Supplying 25 mm ASTM pipe schedule 80 at site
60
-
61.56
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete
1.3
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8405.11
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Adhesive solvent cement
7.5
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230.14
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Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 90mm Dia.
2894
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202.3
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