Kerala Water Authority-KWA has published Deposit Work Of Tvpm Corporation Urgent Replacement Of Old Pipes And Laying Of 110Mm Pvc Pipes At Balakrishna Nagar Ellipode Valiyavila Ward Under Thirumala Section. Submission Date for this Tender is 08-07-2021. Pipe Laying Tenders in PTP Nagar Thiruvananthapuram Kerala. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 02-Jul-2021 | TENDEREXTENSION | Date | 08-07-2021 |
Work Name:Deposit work of TVPM Corporation-Urgent Replacement of old pipes and laying of 110mm PVC Pipes at Balakrishna Nagar,Ellipode, Valiyavila ward Under Thirumala section | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Tar cutting | BI01010001010000000000000515BI0100001112 | ||
2 | 1.001 | 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 | BI01010001010000000000000515BI0100001113 | 181 | sqm |
3 | 2 | Earth work excavation | BI01010001010000000000000515BI0100001114 | ||
4 | 2.001 | 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 consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil (Ref. Item No. 2.10.1 of DSR) | BI01010001010000000000000515BI0100001115 | 182 | cum |
5 | 3 | Fencing | BI01010001010000000000000515BI0100001116 | ||
6 | 3.001 | 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) | BI01010001010000000000000515BI0100001117 | 225 | metre |
7 | 4 | Laying of Pipe Lines | BI01010001010000000000000515BI0100001118 | ||
8 | 4.001 | 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. | BI01010001010000000000000515BI0100001119 | 300 | metre |
9 | 5 | Inter connection | BI01010001010000000000000515BI0100001120 | ||
10 | 5.001 | Supplying and fixing PVC Reducer 110x90 / 110x75/110x63 mm as per site condition | BI01010001010000000000000515BI0100001121 | 2 | No |
11 | 5.002 | Taking connection from the the existing main (double boring ) including earth work excavation ,boring the main Supplying and fitting saddle piece 2 Nos ,25 mm brass ferrule 2 Nos , 25 mm GM Full way wheel valve 2 nos ,bend 02 Nos ,union 2 Nos.32 mm PVC adopler 2 Nos ,110 X 32 mm PVC Reducer 2 Nos and connecting the newly laid main testing the joint etc.complete.rate as per item No 100.1.1 of SH KWA approved data | BI01010001010000000000000515BI0100001122 | 1 | No |
12 | 5.003 | Taking connection from the existing main(Single boring), excluding earthwork supplying and fitting 25mm saddle piece, boring the main, supplying and fitting 25mm brass ferrule1no, 25mm GM full way wheel valve1no, bend 1no,union 1no etc. and connecting the newly laid main, testing the joints etc.complete | BI01010001010000000000000515BI0100001123 | 2 | No |
13 | 5.004 | Supplying and Fixing 110 mm CIR /100 mm CID joint(excluding GST) | BI01010001010000000000000515BI0100001124 | 8 | No |
14 | 5.005 | Supply of 110x90 mm pvc reducer | BI01010001010000000000000515BI0100001125 | 2 | No |
15 | 5.006 | 110 mm PVC Bend 10kg/cm2 | BI01010001010000000000000515BI0100001126 | 2 | No |
16 | 5.007 | 110 mm End cap | BI01010001010000000000000515BI0100001127 | 2 | No |
17 | 6 | Alteration of existing water connection | BI01010001010000000000000515BI0100001128 | ||
18 | 6.001 | Alteration of house connection from the existing main by supplying and fitting suitable saddle<br>piece, supplying and fitting 20mm brass ferrule 1no, 20mm GM full way wheel valve1no,<br>bend1no,union1no etc. and connecting the newly laid main, testing the joints etc.complete but excluding<br>cost of pipe.<br> | BI01010001010000000000000515BI0100001129 | 55 | No |
19 | 6.002 | Supplying 20mm ASTM Pipe(excluding GST) | BI01010001010000000000000515BI0100001130 | 150 | metre |
20 | 6.003 | 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) | BI01010001010000000000000515BI0100001131 | 20.9 | cum |
21 | 7 | cost of material | BI01010001010000000000000515BI0100001132 | ||
22 | 7.001 | Supply of PVC Pipe, 6kg/cm2, 110mm Dia. | BI01010001010000000000000515BI0100001133 | 300 | metre |
23 | 8 | Construction of valve chamber | BI01010001010000000000000515BI0100001134 | ||
24 | 8.001 | 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 | BI01010001010000000000000515BI0100001135 | 2.25 | sqm |
25 | 8.002 | 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 | BI01010001010000000000000515BI0100001136 | 2.7 | cum |
26 | 8.003 | 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) | BI01010001010000000000000515BI0100001137 | 0.225 | cum |
27 | 8.004 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001138 | 1.561 | cum |
28 | 8.005 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | BI01010001010000000000000515BI0100001139 | 75 | kg |
29 | 8.006 | 12 mm cement plaster finished with a floating coat of neat cement of mix: | BI01010001010000000000000515BI0100001140 | 2.88 | sqm |
30 | 8.007 | Conveying and fixing CI MH cover with frame from the deptl store to site and placing in position etc. complete | BI01010001010000000000000515BI0100001141 | 1 | No |
31 | 8.008 | Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 100mm. | BI01010001010000000000000515BI0100001143 | 3 | No |
32 | 8.009 | "Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :100 mm diameter. Class I"Data derived from item no.18.31.1.1of DAR | BI01010001010000000000000515BI0100001144 | 2 | Nos |
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