Local Self Government Department has published Rki 19-20 Wadakkanchery Municipality Div 17Marathkunnu Centre Palakkal Ambalam Road Retarring. Submission Date for this Tender is 13-07-2020. Road Work Tenders in Thrissur Kerala. Bidders can get complete Tender details and download the document.
Work Name: RKI 19-20 WADAKKANCHERY MUNICIPALITY DIV 17MARATHKUNNU CENTRE PALAKKAL AMBALAM ROAD RETARRING | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Side wall Mord roads | 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 | 8.16 | cum |
3 | 1.002 | od438374/2019_2020 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. ( Modified Data 60.7.1) | BI01010001010000000000000515BI0100001115 | 20.91 | cum |
4 | 1.003 | od599394/2020_2021 : 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>(ii) Nominal mix 1:3.6 ( for top belt ) | BI01010001010000000000000515BI0100001116 | 0.638 | cum |
5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 8.33 | cum |
6 | 2 | RETARRING | BI01010001010000000000000515BI0100001118 | ||
7 | 2.001 | 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. | BI01010001010000000000000515BI0100001119 | 12.9 | sqm |
8 | 2.002 | 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. | BI01010001010000000000000515BI0100001120 | 112 | sqm |
9 | 2.003 | 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 | 112 | sqm |
10 | 2.004 | 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 | 112 | sqm |
11 | 3 | culvert | BI01010001010000000000000515BI0100001123 | ||
12 | 3.001 | od442136/2019_2020 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge | BI01010001010000000000000515BI0100001124 | 2.16 | cum |
13 | 3.002 | od442142/2019_2020 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges: | BI01010001010000000000000515BI0100001125 | 0.96 | cum |
14 | 3.003 | od442201/2019_2020 : Random rubble masonry with departmental rubble in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:<br>Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001126 | 0.72 | cum |
15 | 3.004 | od442279/2019_2020 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:<br>Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001127 | 3.6 | cum |
16 | 3.005 | 11.4.1.1 : 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 1:3:6 | BI01010001010000000000000515BI0100001128 | 0.576 | cum |
17 | 3.006 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001129 | 4.364 | cum |
18 | 3.007 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001130 | 0.332 | tonne |
19 | 3.008 | od599395/2020_2021 : 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 Data 11.4.3.1&11.4.4) | BI01010001010000000000000515BI0100001131 | 0.36 | cum |
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