Public Administrative Department Government Departments Closing in 0 days TDR #30231843

Dp Works 2020-21 Vellathoval Gp Ward No 15 Kathipara-Ozhuka City Panamkutty Link Road (Adimaly Bp ) (776/22) Dp Works 2020-21 Vellathoval Gp Ward No 15 Kathipara-Ozhuka City Panamkutty Link Road (Adimaly Bp ) (776/22)

Issued by Government Departments · VELLATHOOVAL, Kerala
Tender Value
31.24 Lakhs
Estimated cost
Bid Submission
20 Dec 2021
0 days left
EMD
46900
Bank guarantee accepted
Document Fee
2800
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Dp Works 2020-21 Vellathoval Gp Ward No 15 Kathipara-Ozhuka City Panamkutty Link Road (Adimaly Bp ) (776/22) Dp Works 2020-21 Vellathoval Gp Ward No 15 Kathipara-Ozhuka City Panamkutty Link Road (Adimaly Bp ) (776/22)

BOQ

Work Name:DP WORKS 2020-21 VELLATHOVAL GP WARD NO:15 KATHIPARA-OZHUKA CITY PANAMKUTTY LINK ROAD (ADIMALY BP )(776/22)
Sl. No. Item Description
1Road renovation
28.3.2.A : Earthwork in Hill Road
(ii) Excavation in Hilly Areas in Soil by mechanical means
A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
38.3.4 : Earthwork in Hill Road
(iv) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
48.3.5.A : Earthwork in Hill Road
(v) Excavation in Hilly Areas in Hard Rock requiring blasting
A) Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
53.2 : 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.
6od1528024/2021_2022 : Consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth, relaying available coarse or granular materials, dressing to camber and consolidating with road roller including making good the undulations etc.
775.5.5.A.1pb : Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates
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.,including supplying and stacking of materials.
875.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates
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.,including supplying and stacking of materials.
94.9 : Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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.
By Mechanical Means with 1 km lead
1075.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates
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 502
1175.5.2.3pb : Tack Coat - With Packed Bitumen Rates
Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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.
1275.5.2.1pb : Tack Coat - With Packed Bitumen Rates
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.
1375.5.9.2.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates
Providing, 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.
Case - IIBy Mechanical Means
(II) Bitumen (S-65),including supplying and stacking of materials.
1475.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates
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
A. By Manual Means
CaseIII :Type C
(II) Bitumen (S-65),including supplying and stacking of materials.
1511.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)
1612.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
1712.5.2.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mII.P.C.C. grade M 20 (i)Nominal mix (1:2:4)
1813.1.1.3 : Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 . 1. R.C.C grade M20 (iii) For desaign mix RCC M20
1912.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2075.8.1.1 : Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)a)Materials
2115.7.2 : Maintenance of Culverts Slab typeMaintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908
22od1088569/2020_2021 : Supplying and fixing granite name board

AI Tender Summary

OUR REF NO 30231843
AUTHORITY Government Departments
TENDER VALUE 31.24 Lakhs
LAST DATE 20-12-2021
Authority
Authority Name Local Self Government Department
Work Description Dp Works 2020-21 Vellathoval Gp Ward No 15 Kathipara-Ozhuka City Panamkutty Link Road (Adimaly Bp ) (776/22) Dp Works 2020-21 Vellathoval Gp Ward No 15 Kathipara-Ozhuka City Panamkutty Link Road (Adimaly Bp ) (776/22)
Basic Detail
Tender No 12/AEE/LIDEW/IDK/TENDERS/21-22
Bidding Type Tender
Location
City VELLATHOOVAL
State Kerala
Key Dates
Publish Date 10 Dec 2021
Submission Date 20 Dec 2021
Open Date 22 Dec 2021
Finance
Tender Value 31.24 Lakhs
Tender Fee 2800
EMD 46900
Exemption Not Available
Document List
ca68f9ce-b25c-496d-bb83-4f28ad6d4fce.html
12Tender.pdf
BOQ_658051.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf
Tendernotice_4.pdf

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Tender Timeline

Dec 10, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 20, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Dec 22, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

ca68f9ce-b25c-496d-bb83-4f28ad6d4fce.html

pdf

12Tender.pdf

xls

BOQ_658051.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

pdf

Tendernotice_4.pdf

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