}

2020-21-Thiruvambady Gp-Cmlrrp-Re E Tender-Maniyampatta Road In Thiruvambay Gp . Road Work, AE LSGD SECTION THIRUVAMBADY PANCHAYATH-Kerala

Local Self Government Department has published 2020-21-Thiruvambady Gp-Cmlrrp-Re E Tender-Maniyampatta Road In Thiruvambay Gp . Road Work. Submission Date for this Tender is 14-07-2020. Road Work Tenders in AE LSGD SECTION THIRUVAMBADY PANCHAYATH Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

24806850
2020-21-Thiruvambady Gp-Cmlrrp-Re E Tender-Maniyampatta Road In Thiruvambay Gp . Road Work
Open Tender
Indian
Kerala
AE LSGD SECTION THIRUVAMBADY PANCHAYATH
14-07-2020

Tender Details

2020-21-Thiruvambady Gp-Cmlrrp-Re E Tender-Maniyampatta Road In Thiruvambay Gp . Road Work

Key Value

Document Fees
INR 2500 /-
EMD
INR 44160.0 /-
Tender Value
INR 17.66 Lakhs /-

BOQ Items

Work Name:CMLRRP - MANIYAMPATTA ROAD IN THIRUVAMBADY G.P
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Side protection wall BI01010001010000000000000515BI0100001113
2 1.001 9.3.C : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C)750 mm dia BI01010001010000000000000515BI0100001114 4 metre
3 1.002 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. BI01010001010000000000000515BI0100001115 90.36 cum
4 1.003 od653653/2020_2021 : od2_827558/2020_2021 : :Dry rubble without concrete levelling course masonry using good quality blasted&lt;br&gt;rubble including packing to compactness to lines and levels for road protection to withstand the dynamic&lt;br&gt;loads due to moving traffic,including cost and conveyance of all materials ,labour charges etc. complete as&lt;br&gt;per direction of deptl. officers at site. BI01010001010000000000000515BI0100001116 427.785 cum
5 1.004 12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001117 16.4 cum
6 1.005 3.14 : Construction of Subgrade and Earthen Shoulders<br>\nConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. BI01010001010000000000000515BI0100001118 299.94 cum
7 1.006 3.15.2 : Compacting Original Ground<br>\n(ii) Compacting original ground supporting subgrade<br>\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. BI01010001010000000000000515BI0100001119 84 cum
8 1.007 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. BI01010001010000000000000515BI0100001120 42 cum
9 1.008 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 BI01010001010000000000000515BI0100001121 63 cum
10 1.009 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 BI01010001010000000000000515BI0100001122 420 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 420 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 420 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 420 sqm
14 1.013 od667700/2020_2021 : providing and fixing metal name board of size 120*60 cm size with 15 mm dia and 2 mm thick GI pipe0.8 mm mm thick ,ms sheet 35*35*5 mm angle for post etc errected in concrete of cc 1:2:4 BI01010001010000000000000515BI0100001126 1 each
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