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Fresh Tender_ Alappuzha Jp_2021-22_Proj No 638 / 22_Pallipad Division_Manakkad Temple Padinjaru Panavelil Junction Road In Ward 8 Of Pallipad Gp Road, Alappuzha-Kerala

Local Self Government Department has published Fresh Tender_ Alappuzha Jp_2021-22_Proj No 638 / 22_Pallipad Division_Manakkad Temple Padinjaru Panavelil Junction Road In Ward 8 Of Pallipad Gp Road. Submission Date for this Tender is 24-01-2022. Road Work Tenders in Alappuzha Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

30739968
Fresh Tender_ Alappuzha Jp_2021-22_Proj No 638 / 22_Pallipad Division_Manakkad Temple Padinjaru Panavelil Junction Road In Ward 8 Of Pallipad Gp Road
Open Tender
Indian
Kerala
Alappuzha
24-01-2022

Tender Details

Fresh Tender_ Alappuzha Jp_2021-22_Proj No 638 / 22_Pallipad Division_Manakkad Temple Padinjaru Panavelil Junction Road In Ward 8 Of Pallipad Gp Road

Key Value

Document Fees
INR 1240 /-
EMD
INR 15480.0 /-
Tender Value
INR 6.19 Lakhs /-

BOQ Items

Work Name:ALAPPUZHA JP_2021-22_Proj No:638/22_Pallipad Division_Manakkad temple padinjaru panavelil junction road in ward 8 of Pallipad GP
Sl. No. Item Description
1Road Filling and Tarring
2od1412788/2021_2022 : Construction of Subgrade and Earthern Shoulders<br>Construction of subgrade and earthern 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 requirements of table300.2 with lead upto 1000m as per Techanical specification clause 303.1
3od1412803/2021_2022 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix place method normal construction of granular sub- baseby providing local materials 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 (ii) Using Gravel mix soil
44.9 : Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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.
By Mechanical Means with 1 km lead
575.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates
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
675.5.2.3pb : Tack Coat - With Packed Bitumen Rates
Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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.
775.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates
Providing, 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.
Case - I ByManual Means
(II) Bitumen (S-65),including supplying and stacking of materials.
875.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates
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
A. By Manual Means
CaseIII :Type C
(II) Bitumen (S-65),including supplying and stacking of materials.
975.8.1.1.A : Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
10od1614883/2021_2022 : Supplying and fixing name board
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