Tender For Kwa Drw19gi Pipe Along Nettoorpadom Kizhumuri Road Kwa/Drw 19 Extension /Improvement Of Existing 50Mm Pvc /40Mm Gi Pipe Along Nettoorpadom Kizhumuri Road
Tender Value
2.67 Lakhs
Estimated cost
Bid Submission
22 Aug 2019
0 days left
EMD
6700
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ramamangalam → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for kwa drw19gi pipe along nettoorpadom kizhumuri road kwa / drw 19 extension / improvement of existing 50mm pvc / 40mm gi pipe along nettoorpadom kizhumuri road
BOQ
| Name of Work: KWA/DRW 19 -Extension /Improvement of existing 50mm PVC /40mm GI pipe along Nettoorpadom – Kizhumuri road | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | KWA/DRW 19 -Extension /Improvement of existing GI pipe | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 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 | BI01010001010000000000000515BI0100001113 | 172.68 | m³ |
| 3 | 1.02 | 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 :\"Ordinary Rock. | BI01010001010000000000000515BI0100001114 | 115.121 | m³ |
| 4 | 1.03 | 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 | BI01010001010000000000000515BI0100001115 | 2.25 | m² |
| 5 | 1.04 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001116 | 4.913 | m³ |
| 6 | 1.05 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | 7.5 | m² |
| 7 | 1.06 | 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) | BI01010001010000000000000515BI0100001118 | 420 | m |
| 8 | 1.07 | Supply of PVC Pipe, 10kg/cm2, 25mm Dia. | BI01010001010000000000000515BI0100001119 | 12 | m |
| 9 | 1.08 | Supply of PVC Pipe, 6kg/cm2, 50mm Dia. | BI01010001010000000000000515BI0100001120 | 288 | m |
| 10 | 1.09 | Supply of PVC Pipe, 6kg/cm2, 63mm Dia. | BI01010001010000000000000515BI0100001121 | 276 | m |
| 11 | 1.1 | 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. | BI01010001010000000000000515BI0100001122 | 12 | m |
| 12 | 1.11 | 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) 50 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001123 | 288 | m |
| 13 | 1.12 | 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).63 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001124 | 276 | m |
| 14 | 1.13 | Supplying,conveying and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. but including cost of pipes and fittings - External work. r|n<br>40 mm dia nominal bore r|n<br>Data derived from item no.18.12.5 of DARr|n<br>Data for 10 m | BI01010001010000000000000515BI0100001125 | 12 | m |
| 15 | 1.14 | Supplying,conveying and fixing 50mm G.I. pipe complete with G.I. fittings excluding trenching and refilling etc. but including cost of pipes and fittings - External work. r|n<br>50 mm dia nominal bore r|n<br>Observed Data derived from item no.18.12.6 of DARr|n<br>Data for 10 m | BI01010001010000000000000515BI0100001126 | 6 | m |
| 16 | 1.15 | 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) | BI01010001010000000000000515BI0100001127 | 5.251 | m³ |
| 17 | 1.16 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | BI01010001010000000000000515BI0100001128 | 7.5 | m² |
| 18 | 1.17 | Supply and fixing of 50 mm PVC bend (6 kg) | BI01010001010000000000000515BI0100001129 | 3 | Nos |
| 19 | 1.18 | Interconnecting the newly laid 50 mm PVC line with the existing 140 mm PVC line using 140 mm x 25 mm MS saddle, 50 mm x 25 mm PVC reducer and providing 25 mm PVC valve etc as per the direction of dptl officers in charge | BI01010001010000000000000515BI0100001130 | 1 | Nos |
| 20 | 1.19 | Interconnecting newly laid 50mm PVC pipe with the existing 50 mm PVC pipe using 50 mm X 50 mm PVC tee , including all labour charges etc complete as per the direction of dptl officer | BI01010001010000000000000515BI0100001131 | 1 | Nos |
| 21 | 1.2 | Interconnecting newly laid 63 mm PVC pipe with the existing 50 mm PVC pipe using 63 mm X 50 mm PVC reducer tee , including all labour charges etc complete as per the direction of dptl officer | BI01010001010000000000000515BI0100001132 | 2 | Nos |
| 22 | 1.21 | Interconnecting newly laid 50 mm PVC pipe with existing 40 mm GI pipe using 50 mm x 50 mm PVC Tee, 50 mm PVC FTA as per the directions of the engineer in charge. | BI01010001010000000000000515BI0100001133 | 1 | Nos |
AI Tender Summary
Tender Timeline
Aug 16, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 22, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 26, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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