Public Administrative Department Government Departments Closing in 0 days TDR #38038677

Tender For General-Nc Flood 2020-21-Machampady Pappila Road Retarring-General Civil Work

Issued by Government Departments · manjeshwar, Kerala
Tender Value
8.44 Lakhs
Estimated cost
Bid Submission
16 Jun 2023
0 days left
EMD
21105
Bank guarantee accepted
Document Fee
1865
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

GENERAL-NC Flood 2020-21-Machampady Pappila road Retarring-General Civil Work

BOQ

Work Name:GENERAL-NC Flood 2020-21-Machampady Pappila road Retarring-General Civil Work
Sl. No. Item Description
1Retarring
25.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65Construction 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.(B) 75 mm thick :- (II) Bitumen (S-65)
33.5.2:Excavation in Soil with Dozer with lead upto 100 mExcavation 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.
475.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification(i) Nominal mix (1:2:4)
55.2.1a:Tack Coat 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.
65.11.2.B.2a:Mix Seal Surfacing - Mechanical Means - Type B - Bitumen S-65Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Mechanical Means :- Type B(II) Bitumen (S-65)
73.19.1.B:Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means
8NAME BOARD
92.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
10OD288614/2022-2023:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearestsize in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
1116.21:Engraving letters in hard stone
1216.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm.
1313.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
1413.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

AI Tender Summary

OUR REF NO 38038677
AUTHORITY Government Departments
TENDER VALUE 8.44 Lakhs
LAST DATE 16-06-2023
Authority
Authority Name Local Self Government Department
Work Description GENERAL-NC Flood 2020-21-Machampady Pappila road Retarring-General Civil Work
Basic Detail
Tender No AE/05/NCFLOOD/2022-23
Bidding Type Tender
Location
City manjeshwar
State Kerala
Key Dates
Publish Date 06 Jun 2023
Submission Date 16 Jun 2023
Open Date 19 Jun 2023
Finance
Tender Value 8.44 Lakhs
Tender Fee 1865
EMD 21105
Exemption Not Available
Document List
viewsbd.pdf
ba1b29b2-0029-40cd-88d5-850fd5ed3bb1.html
Afidavit.pdf
BOQ_856793.xls
EP.pdf
FT.pdf
Intigrety.pdf
PA.pdf
Tendernotice_1.pdf

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Tender Timeline

Jun 06, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 16, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jun 19, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

viewsbd.pdf

html

ba1b29b2-0029-40cd-88d5-850fd5ed3bb1.html

pdf

Afidavit.pdf

xls

BOQ_856793.xls

pdf

EP.pdf

pdf

FT.pdf

pdf

Intigrety.pdf

pdf

PA.pdf

pdf

Tendernotice_1.pdf

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