Deposit Work - Vamanapuram Block Panchayath ( 2018-19 ) - Providing Pipe Line Extension From Thembamoodu Deposit Work - Vamanapuram Block Panchayath ( 2018-19 ) - Providing Pipe LineExtension From Thembamoodu To Valupara Colony In Pullampara Grama
Tender Value
3.40 Lakhs
Estimated cost
Bid Submission
16 Oct 2019
0 days left
EMD
8600
Bank guarantee accepted
Document Fee
700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pullampara → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Deposit Work - Vamanapuram Block Panchayath ( 2018-19 ) - Providing Pipe Line Extension From Thembamoodu Deposit Work - Vamanapuram Block Panchayath ( 2018-19 ) - Providing Pipe LineExtension From Thembamoodu To Valupara Colony In Pullampara Grama Panchayath .
BOQ
| Name of Work:Deposit work - Vamanapuram block panchayath (2018-19) - Providing pipe lineextension from Thembamoodu to Valupara colony in Pullampara grama panchayath. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | WORKING CHARGES | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent\ndesign mix | BI01010001010000000000000515BI0100001113 | 9.6 | m3 |
| 3 | 1.02 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal ofunserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | BI01010001010000000000000515BI0100001114 | 5 | m2 |
| 4 | 1.03 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, andthen returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeachdeposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a\nlead of 50 m :\nAll kinds of soil\n(Ref. Item No. 2.10.1 | BI01010001010000000000000515BI0100001115 | 150 | m3 |
| 5 | 1.04 | Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in verticalcasuarina pole (girth 15-24cm) fixed at 2 m interval | BI01010001010000000000000515BI0100001116 | 75 | m |
| 6 | 1.05 | supplying and 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\ncement and testing the pipe line with water to the required test pressure (including cost of pipes and\nspecials).\n90 mm nominal outer dia pipes.\" | BI01010001010000000000000515BI0100001117 | 300 | m |
| 7 | 1.06 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel\nPN 1.6, Size 80mm | BI01010001010000000000000515BI0100001118 | 1 | Nos |
| 8 | 1.07 | \"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber\ninsertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :80 mm\ndiameter. Class I\"\nObserved Data derived from item no.18.31.of DAR | BI01010001010000000000000515BI0100001119 | 1 | Nos |
| 9 | 1.08 | Construction of valve chamber of size 0.9x0.9x1.00 inside including conveying supplying and fixing CI manhole cover of dia560mm\n | BI01010001010000000000000515BI0100001120 | 1 | Nos |
| 10 | 1.09 | Interconnection of existing 75/90/110/140/160 mm PVC or 50/65/80/100/125/150 mm GI pipeline with90/75/63/50 mm pvc pipeline including earthwork excavation for exposing the line, fencing, bailing outwater, boring the line or supplying and fixing PVC tee, taking connection including supplying all\nnecessary pipe and specials etc. complete\n | BI01010001010000000000000515BI0100001121 | 1 | nos |
| 11 | 1.1 | 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\nnominal size) | BI01010001010000000000000515BI0100001122 | 17.85 | M3 |
AI Tender Summary
Tender Timeline
Oct 04, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 19, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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