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Tender For 9. Construction Of Sub Surface Barrier Aasana Village Aasana And Sub Surface Barrier Borwada Village Borwada, Tehsil Sayla , District Jalore, sayla-Rajasthan

Water Resources Department-WRD has published Tender For 9. Construction Of Sub Surface Barrier Aasana Village Aasana And Sub Surface Barrier Borwada Village Borwada, Tehsil Sayla , District Jalore. Submission Date for this Tender is 01-05-2023. Barriers Tenders in sayla Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

37060828
Corrigendum : Tender For 9. Construction Of Sub Surface Barrier Aasana Village Aasana And Sub Surface Barrier Borwada Village Borwada, Tehsil Sayla , District Jalore
Open Tender
Indian
Rajasthan
sayla
01-05-2023

Tender Details

9. Construction Of Sub Surface Barrier Aasana Village Aasana And Sub Surface Barrier Borwada Village Borwada, Tehsil Sayla , District Jalore

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 18-Apr-2023 Correction in Dates Date 27-04-2023
2 24-Apr-2023 Correction in dates and Physical Submission of Tender Documents Date 01-05-2023

Key Value

Document Fees
INR 5000 /-
EMD
INR 480260.0 /-
Tender Value
INR 2.40 Crore /-

BOQ Items

Name of Work: Construction of Sub Surface Barrier Aasana Village Aasana & Borwada Village Borwada Tehsil Sayla District Jalore
Sl. No. Item Description
1Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.Ordinary
2Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft/Loose soillift upto 1.5 m
3Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft/Loose soil Add extra over ietm 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and unloading wherever required lift upto 1.5 to 3.0 m
4Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soillift Add extra over ietm 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and unloading wherever required from 3.0 m to 4.5 m
5Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil Add extra over ietm 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and unloading wherever required lift from4.5 m to 6 m
6Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soillift Add extra over ietm 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and unloading wherever required from 6 m to 7.5 m
7Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum.lift Add extra over ietm 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and unloading wherever required from 6 m to 7.5 m
8Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever required.
9Supplying, laying& spreading of LDPE film of 250 micron on bed and sides including jointing etc. complete as per specifications including cost of LDPE film, overlapping, adhesive tape etc. with transportation charges upto work site complete.
10Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 40mm Agg.
11Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.In cement sand mortar 1:6
12Plaster in cement sand mortar 1:5 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materialsof thickness:20mm
13Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of:50mm
14Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material
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