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Tender For Widening Improvement And Beautification Work Of Awadh Chauraha Located On Lucknow Kanpur Road, lucknow-Uttar Pradesh

Public Works Department-PWD has published Tender For Widening Improvement And Beautification Work Of Awadh Chauraha Located On Lucknow Kanpur Road. Submission Date for this Tender is 18-03-2024. Road Work Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42893023
Tender For Widening Improvement And Beautification Work Of Awadh Chauraha Located On Lucknow Kanpur Road
Open Tender
Indian
Uttar Pradesh
lucknow
18-03-2024

Tender Details

Widening Improvement And Beautification Work Of Awadh Chauraha Located On Lucknow Kanpur Road

Key Value

Document Fees
INR 2714 /-
EMD
INR 1253000.0 /-
Tender Value
INR 2.10 Crore /-

BOQ Items

Name of Work: Widening, improvement and beautification work of Awadh chauraha located on Lucknow Kanpur road
Sl. No. Item Description
1Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
2Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
3Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
4Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
6Providing and laying bituminous concrete withhigher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
7Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408.
8Construction of KC-Drain with 1:2:4 C.C> Including100mm thick base concrete of 1:4:8 Cement approved sand & 40mm nominal size PCC 0.25mm thick M-20, 12 mm plaster with 1:3 cement Mortar, including earth work in excavation in proper slope & camber, including all labour, T&P etc.
9Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504.(Exclusive G.S.B.)
10Dismantling 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 Bituminous Course
11Dismantling 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 Granular Course
12Construction of Footpath/Seperator by providing a 150 mm completed granular sub bae as per clause 401 and 25 mm thick cement concrete grade M15 over laidwith pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrengement but excluding Kerb channel
13Construction of Boundry wall in a pannel of 2.5 m wide height RCC coloumn and Band as per draing
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