Retender-Flood Damages 2019- Immediate Restoration And Improvement Of Damages Infrastructure Purachery Patterichal Road Flood Damages 2019- Immediate Restoration And Improvement Of Damages Infrastructure Purachery Patterichal Road In Cheruthazham Gp
Tender Value
8.92 Lakhs
Estimated cost
Bid Submission
21 Aug 2020
0 days left
EMD
25000
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
CHERUTHAZHAM → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retender-Flood Damages 2019- Immediate Restoration And Improvement Of Damages Infrastructure Purachery Patterichal Road Flood Damages 2019- Immediate Restoration And Improvement Of Damages Infrastructure Purachery Patterichal Road In Cheruthazham Gp
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Aug-2020 | Date extension | Date | 21-Aug-2020 |
BOQ
| Work Name:FLOOD DAMAGES 2019- IMMEDIATE RESTORATION AND IMPROVEMENT OF DAMAGES INFRASTRUCTURE PURACHERY PATTERICHAL ROAD IN CHERUTHAZHAM GP | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | RE-TARRING CH :- 0/200 to 0/700 km | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 2.14.2.A : Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means(A) Bituminous Courses | BI01010001010000000000000515BI0100001114 | 3.6 | cum |
| 3 | 1.002 | 4.9 : 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 lead | BI01010001010000000000000515BI0100001115 | 22.5 | cum |
| 4 | 1.003 | 75.5.1.1pb : 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 502 | BI01010001010000000000000515BI0100001116 | 180 | sqm |
| 5 | 1.004 | 75.5.5.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. | BI01010001010000000000000515BI0100001117 | 139 | sqm |
| 6 | 1.005 | 75.5.5.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. | BI01010001010000000000000515BI0100001118 | 56.4 | sqm |
| 7 | 1.006 | 75.5.2.1pb : 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. | BI01010001010000000000000515BI0100001119 | 1320 | sqm |
| 8 | 1.007 | 75.5.2.3pb : 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. | BI01010001010000000000000515BI0100001120 | 180 | sqm |
| 9 | 1.008 | 75.5.9.1.2pb : 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) | BI01010001010000000000000515BI0100001121 | 1500 | sqm |
| 10 | 1.009 | 75.5.12.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) | BI01010001010000000000000515BI0100001122 | 1500 | sqm |
| 11 | 1.01 | od413652/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( Modified 11.4.1.1 Form work excluded )<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001123 | 35 | cum |
| 12 | 1.011 | od413654/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4) Modified 11.4.3.1 and 11.4.4, Fork work excluded ) | BI01010001010000000000000515BI0100001124 | 17.5 | cum |
| 13 | 1.012 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001125 | 52.5 | cum |
| 14 | 2 | NAME BOARD | BI01010001010000000000000515BI0100001126 | ||
| 15 | 2.001 | 2.8.1 : 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 | BI01010001010000000000000515BI0100001127 | 0.189 | cum |
| 16 | 2.002 | od421121/2019_2020 : Lateriate masonry with neatly dressed lateriate stone of size 35x20x20 cm or nearest size in cement mortor 1:6 for foundation and basement including all cost and conveyance of materials , all labour charges etc. complete | BI01010001010000000000000515BI0100001128 | 0.389 | cum |
| 17 | 2.003 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001129 | 1.79 | sqm |
| 18 | 2.004 | 7.38.1.1 : Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.8 mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade | BI01010001010000000000000515BI0100001130 | 0.81 | sqm |
| 19 | 2.005 | 16.21 : Engraving letters in hard stone | BI01010001010000000000000515BI0100001131 | 450 | per Letter per cm height |
| 20 | 2.006 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001132 | 1.79 | sqm |
| 21 | 2.007 | 13.82.1 : Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.One coat | BI01010001010000000000000515BI0100001133 | 1.79 | sqm |
AI Tender Summary
Tender Timeline
Aug 18, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 21, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 21, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 25, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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