Deposit Work Of Kuttippuram Block Panchayath Project No94 Deposit Work Of Kuttippuram Block Panchayath Project No94 Pipeline Extension To Nechithodi Sc Colony Of Athavanad Gp
Tender Value
2.30 Lakhs
Estimated cost
Bid Submission
05 Jun 2020
0 days left
EMD
5800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Edappal → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Deposit Work Of Kuttippuram Block Panchayath Project No94 Deposit Work Of Kuttippuram Block Panchayath Project No94 Pipeline Extension To Nechithodi Sc Colony Of Athavanad Gp
BOQ
| Work Name:Deposit Work of Kuttippuram Block Panchayath: Project No.94/20 Pipeline extension to Nechithodi SC colony of Athavanad GP from CARWSS to Tirunnavaya and adj pts | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Laying Charge | 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 (Ref. Item No. 2.10.1 of DSR) | BI01010001010000000000000515BI0100001114 | 299.2 | cum |
| 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. (Ref. Item No. 2.13.1 of DSR) | BI01010001010000000000000515BI0100001115 | 75.6 | cum |
| 4 | 1.03 | 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) | BI01010001010000000000000515BI0100001116 | 150 | metre |
| 5 | 1.04 | Conveying PVC pipes and specials from PH Division store to Marakkara site | BI01010001010000000000000515BI0100001117 | 1.065 | MT |
| 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).75 mm nominal outer dia pipes. | BI01010001010000000000000515BI0100001118 | 732 | metre |
| 7 | 1.06 | Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | BI01010001010000000000000515BI0100001119 | 30 | metre |
| 8 | 1.07 | 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) | BI01010001010000000000000515BI0100001120 | 1.5 | cum |
| 9 | 1.08 | Interconnecting the newly laid 75mm PVC Pipe line to the existing 75 mm PVC line by using necessary specials supplied by the contractor and placing in position ,jointing with solvent cement and testing to the required test pressure, including cost of all materials supplied by the contracted, labour charges, and hire for tools; complete. | BI01010001010000000000000515BI0100001121 | 4 | No |
| 10 | 1.09 | Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 25 mm Single acting Air Valve Observed Data derived from item no.18.59.of DAR | BI01010001010000000000000515BI0100001122 | 4 | Nos |
| 11 | 1.1 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore | BI01010001010000000000000515BI0100001123 | 3 | No |
| 12 | 1.11 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. | BI01010001010000000000000515BI0100001124 | 4 | No |
| 13 | 1.12 | Cost of specials for 75 mm pvc pipe | BI01010001010000000000000515BI0100001127 | 732 | metre |
AI Tender Summary
Tender Timeline
May 25, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 08, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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