Vengoor Gp 2019-20 Triveni Ambalam Road Retarring And Side Protection P No223 Side Protection And Retarring
Tender Value
6 Lakhs
Estimated cost
Bid Submission
16 Jan 2020
0 days left
EMD
15000
Bank guarantee accepted
Document Fee
1350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Vengoor → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Vengoor Gp 2019-20 Triveni Ambalam Road Retarring And Side Protection P No223 Side Protection And Retarring
BOQ
| Work Name:Vengoor GP. 2019-20. Thriveni Ambalam road Retarring and side protection works in ward 9. Pr. No. 223 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | tile paving and ramp. | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 2.401 | cum |
| 3 | 1.002 | od286392/2019_2020 : Construction of granular sub-base by providing local material, spreading in uniform layers on prepared surface, and compacting with ramming to achieve the desired density, complete as per Technical Specification (iii) Using gravel mix soil / quarry muck<br> | BI01010001010000000000000515BI0100001115 | 10.241 | cum |
| 4 | 1.003 | od276960/2019_2020 : Interlocking concrete block pavement providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawing and technical specification. | BI01010001010000000000000515BI0100001116 | 128 | sqm |
| 5 | 1.004 | od276972/2019_2020 : (OD 16.42 DAR),Providing concrete for plain concrete in pavement laid into required slope and camber vin panels as required with consolidation and tamping etc complete as per drawings and technical specification including formwork, compaction using vibrator etc complete. PCC grade M20 for road works<br> | BI01010001010000000000000515BI0100001117 | 6.29 | cum |
| 6 | 1.005 | od277221/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001118 | 0.2 | cum |
| 7 | 1.006 | 11.4.2.2 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203II.P.C.C grade M 15(ii)Nominal mix 1:2.5:5 (Hand mixing) | BI01010001010000000000000515BI0100001119 | 0.75 | cum |
| 8 | 2 | Retarring | BI01010001010000000000000515BI0100001120 | ||
| 9 | 2.001 | 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. | BI01010001010000000000000515BI0100001121 | 91.411 | sqm |
| 10 | 2.002 | 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. | BI01010001010000000000000515BI0100001122 | 65.541 | sqm |
| 11 | 2.003 | 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. | BI01010001010000000000000515BI0100001123 | 1280 | sqm |
| 12 | 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) | BI01010001010000000000000515BI0100001124 | 1280 | sqm |
| 13 | 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) | BI01010001010000000000000515BI0100001125 | 1280 | sqm |
AI Tender Summary
Tender Timeline
Jan 07, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 16, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 20, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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