Soo58/21 Ayavana Mayyalam Kadavu Road Maintenance Ward 9 Retarring
Tender Value
5.33 Lakhs
Estimated cost
Bid Submission
24 Jul 2020
0 days left
EMD
13400
Bank guarantee accepted
Document Fee
1166
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ayavana → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Soo58/21 Ayavana Mayyalam Kadavu Road Maintenance Ward 9 Retarring
BOQ
| Work Name:Ayavana GP-58/21-Ayavana Mayyalam Kadavu Road maintenence in Ward 9 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Culvert | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 3.5.2 : 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. | BI01010001010000000000000515BI0100001114 | 59.5 | cum |
| 3 | 1.002 | od769473/2020_2021 : Dry rubble packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001115 | 5.1 | cum |
| 4 | 1.003 | od769474/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6cement content changed to 170kg/m3 | BI01010001010000000000000515BI0100001116 | 3.39 | cum |
| 5 | 1.004 | od769475/2020_2021 : Providing concrete for plain/reinforced concrete using 20mm graded broken stones (Form work excluded, Cement content changed to 320kg/m3, 40mm aggregate excluded, 20mm - 0.54m3 and10 mm - 0.36 m3)P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001117 | 0.25 | cum |
| 6 | 1.005 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001118 | 36 | cum |
| 7 | 1.006 | 3.3 : Construction of Embankment with Material Obtained from Roadway Cutting\t\t<br>\t\nConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001119 | 59.5 | cum |
| 8 | 1.007 | od769476/2020_2021 : Dry Rubble Masonry<br>Dry rubble masonry without concrete leveling course with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001120 | 4.08 | cum |
| 9 | 1.008 | 13.1.2 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | BI01010001010000000000000515BI0100001121 | 2.56 | cum |
| 10 | 1.009 | 13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | BI01010001010000000000000515BI0100001122 | 0.198 | tonne |
| 11 | 1.01 | od800158/2020_2021 : (OD 16.42 DAR)Providing concrete for plain concrete in pavement laid into required slope and camber in panels as required with consolidation and tamping etc. complete as per drawings and technical specification including form work, compaction using vibrator etc. complete.III. PCC grade M20 for road works | BI01010001010000000000000515BI0100001123 | 1.05 | cum |
| 12 | 2 | Retarring | BI01010001010000000000000515BI0100001124 | ||
| 13 | 2.001 | 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. | BI01010001010000000000000515BI0100001125 | 600 | sqm |
| 14 | 2.002 | 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. | BI01010001010000000000000515BI0100001126 | 55 | sqm |
| 15 | 2.003 | 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. | BI01010001010000000000000515BI0100001127 | 49 | sqm |
| 16 | 2.004 | 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) | BI01010001010000000000000515BI0100001128 | 600 | sqm |
| 17 | 2.005 | 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) | BI01010001010000000000000515BI0100001129 | 600 | sqm |
AI Tender Summary
Tender Timeline
Jul 15, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 24, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 28, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
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