Water Resources and Irrigation Local Bodies Closing in 0 days TDR #35892820

Tender For Kiifb-Kiifb-Krfb - Utility Shiftingkondotty - Edavannapara Road Due To Krfb Road Work-Shifting Of 700 Mm Ci Gravity Main With 700 Di Pipe (Parathakkad To Irippanthodi- 800 M) - First Phase.-Pipeline Work

Issued by Local Bodies · kondotty, Kerala
Tender Value
1.70 Crore
Estimated cost
Bid Submission
02 Feb 2023
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5515
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
kondotty → Kerala
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Kiifb-Kiifb-Krfb - Utility Shiftingkondotty - Edavannapara Road Due To Krfb Road Work-Shifting Of 700 Mm Ci Gravity Main With 700 Di Pipe ( Parathakkad To Irippanthodi- 800 M ) - First Phase.-Pipeline Work

BOQ

Work Name:KIIFB-KIIFB-KRFB - Utility shiftingKondotty - Edavannapara road due to KRFB road work-Shifting of 700 mm CI gravity Main with 700 DI pipe (Parathakkad to Irippanthodi- 800 m) - first phase.-Pipeline Work
Sl. No. Item Description
1Appendix A-700 mm CI Gravity main relaying with 700 DI (800 m)
2100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
3100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
4100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
5100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Ordinary Rock.
6100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
7100.14.11:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 700mm diameter Ductile Iron Class K-9 Pipes.
8OD201287/2022-2023:Labour for cutting DI pipe with steel saw<br> 700 mm diameter DI pipe
918.68.2:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Above 600 mm dia
1018.69.2:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Above 600 mm dia
1118.70.12:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:700 mm dia pipes
12100.35.11:Testing 700mm DI/CI pipeline with potable water to the required test pressure.700 mm diaObserved Data derived from item no.1030 of PHED DATA
13100.32.5:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 100mm Double Acting Air Valve.
14100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II.
15Appendix B-Valve chamber for air valve fixing
162.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
172.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
184.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
195.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
205.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
215.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
225.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
23Appendix C -Cost of Materials
24100.98.125:Supply of DI K9 Pipe Conforming to IS 8329/2000, 700mm Dia.
25100.98.451:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 100mm.
26100.98.482:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm.

AI Tender Summary

OUR REF NO 35892820
AUTHORITY Local Bodies
TENDER VALUE 1.70 Crore
LAST DATE 02-02-2023
Authority
Authority Name Kerala Water Authority
Work Description Kiifb-Kiifb-Krfb - Utility Shiftingkondotty - Edavannapara Road Due To Krfb Road Work-Shifting Of 700 Mm Ci Gravity Main With 700 Di Pipe ( Parathakkad To Irippanthodi- 800 M ) - First Phase.-Pipeline Work
Basic Detail
Tender No SE/PHC/MPM/86/2022-23
Bidding Type Tender
Location
City kondotty
State Kerala
Key Dates
Publish Date 23 Jan 2023
Submission Date 02 Feb 2023
Open Date 03 Feb 2023
Finance
Tender Value 1.70 Crore
Tender Fee 5515
EMD 50000
Exemption Not Available
Document List
BOQ_810464.xls
KWAGeneralConditionsforeT.pdf
mergedform83.pdf
Tendernotice_1.pdf
2853e14a-40da-4511-a1e4-7c2a24fe72d4.html

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Tender Timeline

Jan 23, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 02, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 03, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_810464.xls

pdf

KWAGeneralConditionsforeT.pdf

pdf

mergedform83.pdf

pdf

Tendernotice_1.pdf

html

2853e14a-40da-4511-a1e4-7c2a24fe72d4.html

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