Kerala Water Authority-KWA has published Deposit Work Of Tvpm Corporation In Sangeetha Nagar In Thampanoor Ward Deposit Work Of Thiruvanathapuram Corporation- Project No . S0048/20- Replacing Old Undersized Gi/Ac Pipes Along East Thampanoor Area Near Rear Side Of Sangeetha Nagar In Thampanoor W. Submission Date for this Tender is 08-06-2020. Pipe Laying Tenders in Thiruvanathapuram Kerala. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 01-Jun-2020 | Extension of Re-e- Tender No. 35/2019-20 | Date | 08-06-2020 |
| Name of Work: Deposit work of Thiruvananthapuram corporation- Project No. S0048/20 –Replacing old undersized GI/ AC Pipes along East Thampanoor area rear side of Sangeetha Nagar in Thampanoor ward | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Pipe Laying | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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 | BI01010001010000000000000515BI0100001114 | 118.381 | sqm |
| 3 | 1.02 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001115 | 15.411 | cum |
| 4 | 1.03 | 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) | BI01010001010000000000000515BI0100001116 | 240 | cum |
| 5 | 1.04 | 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 | 380 | metre |
| 6 | 1.05 | 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. | BI01010001010000000000000515BI0100001118 | 240 | metre |
| 7 | 1.06 | 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." | BI01010001010000000000000515BI0100001119 | 120 | metre |
| 8 | 1.07 | 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. | BI01010001010000000000000515BI0100001120 | 200 | metre |
| 9 | 1.08 | Supply of 20mm ASTM pipe | BI01010001010000000000000515BI0100001121 | 120 | metre |
| 10 | 1.09 | Supply of 20 mm ASTM elbow | BI01010001010000000000000515BI0100001122 | 40 | No |
| 11 | 1.1 | Supply of 20 mm ASTM coupling | BI01010001010000000000000515BI0100001123 | 40 | No |
| 12 | 1.11 | Supply of 250 mm CIR joint | BI01010001010000000000000515BI0100001125 | 2 | No |
| 13 | 1.12 | Supply of 110mm CIR joint | BI01010001010000000000000515BI0100001126 | 4 | No |
| 14 | 1.13 | Engaging Fitter ( grade 1) | BI01010001010000000000000515BI0100001127 | 8 | Day |
| 15 | 1.14 | Engaging Coolie | BI01010001010000000000000515BI0100001128 | 12 | Day |
| 16 | 1.15 | 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.NEW DATA (Prepared based on PHED SDB - Item No.1070 | BI01010001010000000000000515BI0100001129 | 59.68 | Kwh |
| 17 | 1.16 | 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, bend1no,union1no etc. and connecting the newly laid main, testing the joints etc.complete but excluding cost of pipe | BI01010001010000000000000515BI0100001130 | 40 | No |
| 18 | 1.17 | 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) | BI01010001010000000000000515BI0100001131 | 24.151 | cum |
| 19 | 1.18 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore | BI01010001010000000000000515BI0100001132 | 3 | No |
| 20 | 1.19 | Fabricating , supplying and fitting MS Tee joint(250X100) plain end in the existing 250 mm PVC main for effecting including all cost of materials , labour,cost etc complete | BI01010001010000000000000515BI0100001133 | 1 | No |
| 21 | 1.2 | 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 | BI01010001010000000000000515BI0100001134 | 6.592 | cum |
| 22 | 1.21 | 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) | BI01010001010000000000000515BI0100001135 | 0.508 | cum |
| 23 | 1.22 | 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 | BI01010001010000000000000515BI0100001136 | 3.248 | cum |
| 24 | 1.23 | 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 | BI01010001010000000000000515BI0100001138 | 285 | kg |
| 25 | 1.24 | 12 mm cement plaster finished with a floating coat of neat cement of mix: | BI01010001010000000000000515BI0100001139 | 15.27 | sqm |
| 26 | 1.25 | Conveying CI MH cover with frame from the deptl store to site and placing in position etc. complete | BI01010001010000000000000515BI0100001140 | 3 | No |
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