Knd 20-21 Prno . 131/21 Retarring And Laying Interlock Tiles In Puthethumukal Road In Ward 12 Of Kunnathunad G P Using Shredded Plastic
Tender Value
11.56 Lakhs
Estimated cost
Bid Submission
12 Oct 2020
0 days left
EMD
28930
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kunnathunad → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Knd 20-21 Prno . 131/21 Retarring And Laying Interlock Tiles In Puthethumukal Road In Ward 12 Of Kunnathunad G P Using Shredded Plastic
BOQ
| Work Name:KND 20-21 Prno:131/21 Retarring & Laying Interlock Tiles in Puthethumukal Road in ward 12 of Kunnathunad G P (Using Shredded Plastic) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road retarring &tiling | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 2.14.1.A : Dismantling of Flexible Pavements Dismantling 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(I)By Manual Means (A)Bituminous Courses | BI01010001010000000000000515BI0100001114 | 10.515 | cum |
| 3 | 1.002 | od879854/2020_2021 : Filling with Quarry muck | BI01010001010000000000000515BI0100001115 | 3.9 | cum |
| 4 | 1.003 | od771110/2020_2021 : Providing and laying 80mm thick Interlocking concrete block of M-30 grade made by block making<br>machine with strong vibratory compaction of approved size, design & shape laid in required colour and<br>pattern over 50mm thick compacted bed of approved cushion material, compacting and proper<br>embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction<br>by using plate vibrator, and cutting of paver blocks as per drawing & technical specification clause 1504 | BI01010001010000000000000515BI0100001116 | 829 | sqm |
| 5 | 1.004 | od771111/2020_2021 : Providing concrete for plain / reinforced concrete, using 40mm graded broken stones<br>(Formwork excluded, cement content changed to 170 kg/m3) PCC grade M10 (i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001117 | 8.372 | cum |
| 6 | 1.005 | od771112/2020_2021 : Providing concrete for plain / reinforced concrete using 20mm graded broken stone<br>(formwork excluded, cement content changed to 320kg/m3, 40mm aggregate excluded, 20mm - 0.54m3,<br>10mm- 0.36m3) PCC Grade M20, Nominal mix 1:2:4 | BI01010001010000000000000515BI0100001118 | 5.232 | cum |
| 7 | 1.006 | 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 | BI01010001010000000000000515BI0100001119 | 22.2 | cum |
| 8 | 1.007 | 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. | BI01010001010000000000000515BI0100001120 | 126.75 | sqm |
| 9 | 1.008 | 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 | BI01010001010000000000000515BI0100001121 | 148 | sqm |
| 10 | 1.009 | 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. | BI01010001010000000000000515BI0100001122 | 962 | sqm |
| 11 | 1.01 | 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. | BI01010001010000000000000515BI0100001123 | 148 | sqm |
| 12 | 1.011 | 75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br>\n20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\t<br>\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 (with 7% of bitumen replaced by shredded waste plastic)\t<br>\nCase - I By Manual Means\t<br>\n(II)\tBitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001124 | 1110 | sqm |
| 13 | 1.012 | 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 | 1110 | sqm |
AI Tender Summary
Tender Timeline
Oct 03, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 14, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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