Kerala Water Authority-KWA has published Deposit Work Of Thiruvananthapuram Corporation -Project No . S0070/21-Improving Water Supply By Laying Of 90 Mm Pvc Pipe In Charuvila Lane In Pattom Ward. Submission Date for this Tender is 30-06-2021. Water Pipe Line Tenders in WW(N)Sub Dn, Kowdiar Kerala. Bidders can get complete Tender details and download the document.
| Name of Work: Deposit work of Thiruvananthapuram Corporation -Project No.S0070/21-Improving water supply by Laying of 90 mm PVC pipe in Charuvila Lane in Pattom Ward. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Labour charges | 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 | 66 | sqm |
| 3 | 1.002 | 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) | BI01010001010000000000000515BI0100001114 | 66 | cum |
| 4 | 1.003 | 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) | BI01010001010000000000000515BI0100001115 | 100 | metre |
| 5 | 1.004 | 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. | BI01010001010000000000000515BI0100001116 | 130 | metre |
| 6 | 1.005 | 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." | BI01010001010000000000000515BI0100001117 | 130 | metre |
| 7 | 1.006 | 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). 25 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001118 | 80 | metre |
| 8 | 1.007 | Engaging Fitter ( grade 1) | BI01010001010000000000000515BI0100001119 | 2 | Day |
| 9 | 1.008 | Engaging Coolie | BI01010001010000000000000515BI0100001120 | 3 | Day |
| 10 | 1.009 | Alteration of house connection from the existing main by supplying and fitting suitable saddle piece, supplying and fitting 20mm brass ferrule 1no, 20mm GM full way wheel valve1no, including all specials etc. and connecting the newly laid main, testing the joints etc.complete but excluding cost of pipe | BI01010001010000000000000515BI0100001121 | 40 | No |
| 11 | 1.01 | Supply of 20 mm ASTM coupling | BI01010001010000000000000515BI0100001122 | 40 | No |
| 12 | 1.011 | Supply of 20 mm ASTM elbow | BI01010001010000000000000515BI0100001123 | 40 | No |
| 13 | 1.012 | Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 80mm. | BI01010001010000000000000515BI0100001124 | 1 | No |
| 14 | 1.013 | "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) :80 mm diameter. Class I"Observed Data derived from item no.18.31.of DAR | BI01010001010000000000000515BI0100001125 | 1 | Nos |
| 15 | 2 | Construction of Valve chamber | BI01010001010000000000000515BI0100001126 | ||
| 16 | 2.001 | 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 | BI01010001010000000000000515BI0100001127 | 2.198 | cum |
| 17 | 2.002 | 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) | BI01010001010000000000000515BI0100001128 | 0.17 | cum |
| 18 | 2.003 | Reinforced cement concrete 1:2:4 using 20mm metal including watering, curing, hire charges of form work, centering and shuttering for valve chamber and including the cost of cement 320 kg /m3 and excluding cost of reinforcement | BI01010001010000000000000515BI0100001129 | 0.989 | cum |
| 19 | 2.004 | 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 | BI01010001010000000000000515BI0100001130 | 95 | kg |
| 20 | 2.005 | 12 mm cement plaster finished with a floating coat of neat cement of mix: | BI01010001010000000000000515BI0100001131 | 5.09 | sqm |
| 21 | 2.006 | Conveying CI MH cover with frame from the deptl store to site and placing in position etc. complete | BI01010001010000000000000515BI0100001132 | 1 | No |
| 22 | 2.007 | Providing and fixing in position industrial type pressure gauges with gun metal/brass valves in pipe lines including all specials etc complete | BI01010001010000000000000515BI0100001133 | 1 | No |
| 23 | 3 | Cost of materials | BI01010001010000000000000515BI0100001134 | ||
| 24 | 3.001 | Supply of PVC Pipe, 8kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001135 | 130 | metre |
| 25 | 3.002 | Supply of 110x110 mm pvc Tee | BI01010001010000000000000515BI0100001136 | 1 | No |
| 26 | 3.003 | supplying 110x90 mm pvc reducer | BI01010001010000000000000515BI0100001137 | 1 | No |
| 27 | 3.004 | Supply of 90x90 mm pvc Tee | BI01010001010000000000000515BI0100001138 | 1 | No |
| 28 | 3.005 | Supply of 110mm CIR joint | BI01010001010000000000000515BI0100001139 | 3 | No |
| 29 | 3.006 | Supply of 20mm ASTM pipe | BI01010001010000000000000515BI0100001140 | 80 | metre |
| 30 | 3.007 | Supplying 560 mm dia MH cover with frame (Heavy duty) | BI01010001010000000000000515BI0100001141 | 1 | No |
| 31 | 4 | KRFB RESTORATION CHARGE | BI01010001010000000000000515BI0100001142 | ||
| 32 | 4.001 | Road Restoration Charges to be remitted to KRFB for Cutting completed /Tarred road | BI01010001010000000000000515BI0100001143 | 5 | sqm |
| 33 | 5 | TENDER PUBLICITY CHARGE | BI01010001010000000000000515BI0100001144 | ||
| 34 | 5.001 | Tender publicity charges | BI01010001010000000000000515BI0100001145 | 1 | L.S |
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