Public Administrative Department Government Departments Closing in 0 days TDR #25439250

Vemmanad Ambalanada Kaithamukk Road Cmlrrp 2020-2021 ( Sl . No . 576 ) Manalur La- Vemmanad Ambalanada Kaithamukk Road

Issued by Government Departments · PAVARATTY, Kerala
Tender Value
13.30 Lakhs
Estimated cost
Bid Submission
24 Sep 2020
0 days left
EMD
33280
Bank guarantee accepted
Document Fee
2975
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Vemmanad Ambalanada Kaithamukk Road Cmlrrp 2020-2021 ( Sl . No . 576 ) Manalur La- Vemmanad Ambalanada Kaithamukk Road

BOQ

Work Name:CMLRRP 2020-2021 (SL.NO. 576 ) MANALUR LA- VEMMANAD AMBALANADA KAITHAMUKK ROAD
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11RETARRINGBI01010001010000000000000515BI0100001113
21.0013.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.BI01010001010000000000000515BI0100001114825sqm
31.00275.5.5.A.1pb : Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.BI01010001010000000000000515BI0100001115119.55sqm
41.00375.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.BI01010001010000000000000515BI010000111647.55sqm
51.0044.9 : Wet Mix Macadam\t<br>\t\t\nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\t\t<br>\t\nBy Mechanical Means with 1 km leadBI01010001010000000000000515BI0100001117123.75cum
61.00575.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502BI01010001010000000000000515BI0100001118825sqm
71.00675.5.2.3pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.BI01010001010000000000000515BI0100001119825sqm
81.00775.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.BI01010001010000000000000515BI01000011201650sqm
91.00875.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br>\t\t\t\t\t\t\t\t\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65)BI01010001010000000000000515BI01000011212475sqm
101.00975.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65)BI01010001010000000000000515BI01000011222475sqm
111.013.5.2 : Excavation in Soil with Dozer with lead upto 100 m\t\t\t<br>\nExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.BI01010001010000000000000515BI010000112324.713cum
121.011od877846/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203&lt;br&gt;III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)BI01010001010000000000000515BI010000112445.158cum
131.012od877967/2020_2021 : Providing and erecting Name board of semi reflective type as per IRC-67 made of 2 mm thick M.S.Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width and required letters ,figures with reflective type of engineering grade as per MORD specifications of required shade and colour.Supported and welded on two nos. 47 mm x 47mm x47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x450 mm ,450 mm below ground level as per approved drawing and Technical Specification clause1701(10.4.B Mod)BI01010001010000000000000515BI01000011251each

AI Tender Summary

OUR REF NO 25439250
AUTHORITY Government Departments
TENDER VALUE 13.30 Lakhs
LAST DATE 24-09-2020
Authority
Authority Name Local Self Government Department
Work Description Vemmanad Ambalanada Kaithamukk Road Cmlrrp 2020-2021 ( Sl . No . 576 ) Manalur La- Vemmanad Ambalanada Kaithamukk Road
Basic Detail
Tender No 3/AE/LSGD/PVT/2020-21
Bidding Type Tender
Location
City PAVARATTY
State Kerala
Key Dates
Publish Date 15 Sep 2020
Submission Date 24 Sep 2020
Open Date 25 Sep 2020
Finance
Tender Value 13.30 Lakhs
Tender Fee 2975
EMD 33280
Exemption Not Available
Document List
01694658-D438-4DDD-B819-75D0E7479A97.html
Tendernotice_1.pdf
PRE3.PDF
NIT3.pdf
BOQ_545771.xls

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Sep 15, 2020
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 24, 2020
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Sep 25, 2020

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

01694658-D438-4DDD-B819-75D0E7479A97.html

pdf

Tendernotice_1.pdf

PDF

PRE3.PDF

pdf

NIT3.pdf

xls

BOQ_545771.xls

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders