Water Resources and Irrigation Local Bodies Closing in 0 days TDR #33734868

State Plan-2021-2022- Mace.Of Rwss To Peringammala-Pottamavu St Colony In Peringammala Grama Panchayth. State Plan-2021-2022- Mace.Of Rwss To Peringammala- Laying Of 90Mm Pvc Distribution Line From Arippa To Pottamavu St Colony And Providing 300 Litre Ind

Issued by Local Bodies · aruvikkara, Kerala
Tender Value
25.26 Lakhs
Estimated cost
Bid Submission
12 Sep 2022
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

State Plan-2021-2022- Mace.Of Rwss To Peringammala-Pottamavu St Colony In Peringammala Grama Panchayth. State Plan-2021-2022- Mace.Of Rwss To Peringammala- Laying Of 90Mm Pvc Distribution Line From Arippa To Pottamavu St Colony And Providing 300 Litre Individual Pvc Water Tank For Providing Fhtc At Pottamavu St Colony In Peringammala Grama Panchayth.

BOQ

Work Name:STATE PLAN-2021-2022- Mace.of RWSS to Peringammala- Laying of 90mm PVC distribution line from Arippa to Pottamavu ST colony and providing 300 Litre individual PVC water tankfor providing FHTC at Pottamavu ST colony in Peringammala Grama panchayth
Sl. No. Item Description
1Working charges
2Excavating 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)
3Demolishing 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)
4Providing 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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
5Fencing 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)
6Laying UPVC pipesof class 2 to class 6 andspecials, 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.\"
7\"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :80 mm diameter. Class I\"Observed Data derivedfrom item no.18.31.of DAR
8Providing Interconnection between newly laid line of 90mm PVC pipe with Existing 90mm pipe line using 90x90x90mm TEEnecessary specials such as CIR Etc for interconnection works including cost of all specials all labour charges etc;complete as per direction of departmental officers.
9Conveying and fixing C I Single acting AirValve of approved qualitywith bolts,nuts,rubber insertions etc . excluding the cost of airvalve(the tail pieces if required will be paid seperately): 25 mmSingle acting Air Valve Observed Data derivedfrom item no.18.59.of DAR
10Dismantling 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
11Providing protection for the valve by placing suitable size AC pipe bit upon bed concrete including providing cover slab of size 0.50x0.50 m.
12Materials
13Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 90mm Dia.
14Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
15Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
16VALVE CHAMBER
17Earth 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
18Providing 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)
19Providing 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
20Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
21Steel 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
2212 mm cement plaster finished with a floating coat of neat cement of mix:
23supplying and fixing 560 mm dia cover slab with frame
24For Providing PVC water tank with GI Square tube base frame
25Supplying and conveying PVC Water tank300 litre capacity
26Fixing chargesfor 300 litre PVC water tank including the cost of float valve and all other fixing charges etc complete.
27Earth 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
28Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
29supplying GI square tube having size of 7.5cmx2.5cm in section ,16 gauge for the base frame (1.5mx1.5m) of PVC water tank
30Fabricating and fixing GI square tube frame for PVC tank1.5mx1.5m insizeand 7.5x2,5cm section, 16 gauge with all cost of labour charges and materialsincluding cutting, welding and grinding , hire of tools and other accessories , fixing chargess etc. complete but excluding the cost of GI tube

AI Tender Summary

OUR REF NO 33734868
AUTHORITY Local Bodies
TENDER VALUE 25.26 Lakhs
LAST DATE 12-09-2022
Authority
Authority Name Kerala Water Authority
Work Description State Plan-2021-2022- Mace.Of Rwss To Peringammala-Pottamavu St Colony In Peringammala Grama Panchayth. State Plan-2021-2022- Mace.Of Rwss To Peringammala- Laying Of 90Mm Pvc Distribution Line From Arippa To Pottamavu St Colony And Providing 300 Litre Individual Pvc Water Tank For Providing Fhtc At Pottamavu St Colony In Peringammala Grama Panchayth.
Basic Detail
Tender No 86/2022-23/HWD
Bidding Type Tender
Location
City aruvikkara
State Kerala
Key Dates
Publish Date 31 Aug 2022
Submission Date 12 Sep 2022
Open Date 14 Sep 2022
Finance
Tender Value 25.26 Lakhs
Tender Fee 2500
EMD 50000
Exemption Not Available
Document List
Tendernotice_1.pdf
783bbe40-7963-4218-a720-2a71091e326b.html
BOQ_724837.xls
KWAGeneralConditionsforeT.pdf
NIT862223.pdf

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Tender Timeline

Aug 31, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 12, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Sep 14, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_1.pdf

html

783bbe40-7963-4218-a720-2a71091e326b.html

xls

BOQ_724837.xls

pdf

KWAGeneralConditionsforeT.pdf

pdf

NIT862223.pdf

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