Water Resources and Irrigation Local Bodies Closing in 0 days TDR #37762524

Tender For Jal Jeevan Mission (Jjm)-Road Restoration Of Pwd/Nh/Krfb Roads Under Jjm-Road Restoration Work In Jjm 2022-2024 : Cwss To Pulimath, Nagaroor And Karavaram Panchayaths, Phase-Ii-Pipeline Work

Issued by Local Bodies · karavaram, Kerala
Tender Value
7 Crore
Estimated cost
Bid Submission
29 May 2023
0 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
13010
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Jal Jeevan Mission ( Jjm ) -Road Restoration Of Pwd / Nh / Krfb Roads Under Jjm-Road Restoration Work In Jjm 2022-2024 : Cwss To Pulimath, Nagaroor And Karavaram Panchayaths, Phase-Ii-Pipeline Work

BOQ

Work Name:Jal Jeevan Mission (JJM)-Road restoration of PWD/NH/KRFB roads under JJM-Road restoration work in JJM 2022-2024 : CWSS to Pulimath, Nagaroor and Karavaram panchayaths, Phase-II-Pipeline Work
Sl. No. Item Description
1Restoration of40mm chipping carpet surface
23.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
34.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method
44.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
55.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
65.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
7OD76259/2022-2023:Supplying and stacking 24mm hard blue granite broken stone in standard heaps-for measurement (IRC 3.2. 1.a)
855.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
955.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
10OD76260/2022-2023:Laying 40mm premixed chipping carpet over BT surface with departmental broken stones after thoroughly cleaning the base with wire brushes, brooms and applying a priming coat of hot bitumen @2.50Kg/10m2 and spreading the hot premix of 0.32m3 of 24mm, 0.22m3 of 12mm departmental metal mixed with 22.08Kg of bitumen per 10m2, rolling to dense surface, then spreading the seal coat comprising of 0.09m3 of 6mm metal mixed with 8.64kg of bitumen per 10m2 and rolling again including cost of bitumen, fuel, hire charges machineries etc. complete excluding the cost of bitumen, and 24mm ,12mm ,6mm metal(Total usage of bitumen 33.22 Kg per 10m2) (I.R.C 3.4.2)
115.10.2.a:Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and bitumen (VG-30) 6.8 kg per 10 sqm
12Restoration of BM & BC Road Surface
133.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
144.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
154.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
165.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
175.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
185.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
195.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)
208.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
218.35:Providing and fixing reflective road studs (Raised Pavement Marker) of \" category A\" made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
22Restoration works -Road Concrete
233.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
2412.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
2512.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical SpecificationsRCC Grade M20 - Using Concrete Mixer - (Without formwork)

AI Tender Summary

OUR REF NO 37762524
AUTHORITY Local Bodies
TENDER VALUE 7 Crore
LAST DATE 29-05-2023
Authority
Authority Name Kerala Water Authority
Work Description Jal Jeevan Mission ( Jjm ) -Road Restoration Of Pwd / Nh / Krfb Roads Under Jjm-Road Restoration Work In Jjm 2022-2024 : Cwss To Pulimath, Nagaroor And Karavaram Panchayaths, Phase-Ii-Pipeline Work
Basic Detail
Tender No 20/2023-24/KWA/PHC/D1/TVM
Bidding Type Tender
Location
City karavaram
State Kerala
Key Dates
Publish Date 19 May 2023
Submission Date 29 May 2023
Open Date 30 May 2023
Finance
Tender Value 7 Crore
Tender Fee 13010
EMD 2 Lakhs
Exemption Not Available
Document List
8afe74e4-4125-4cd9-84cb-7f3707a52685.html
nit20.pdf
scope20.pdf
Tendernotice_1.pdf
BOQ_852512.xls
KWAGeneralConditionsforeTenderingV5.pdf

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Tender Timeline

May 19, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
May 29, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
May 30, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

8afe74e4-4125-4cd9-84cb-7f3707a52685.html

pdf

nit20.pdf

pdf

scope20.pdf

pdf

Tendernotice_1.pdf

xls

BOQ_852512.xls

pdf

KWAGeneralConditionsforeTenderingV5.pdf

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