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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, PTP Nagar Thiruvananthapuram-Kerala

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.




Tender Notice

28279312
Corrigendum : 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
Open Tender
Indian
Kerala
PTP Nagar Thiruvananthapuram
08-07-2021

Tender Details

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

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 02-Jul-2021 TENDEREXTENSION Date 08-07-2021

Key Value

Document Fees
INR 1100 /-
EMD
INR 8300.0 /-
Tender Value
INR 5.47 Lakhs /-

BOQ Items

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
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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