RETENDER EBP-63/24-25 Parippu Division - construction of culvert for water supply to Noorupara Paddy field

Amount

culvert

OD299858/2024-2025:Putting up earthen bund having a top width of 1.m, bottom width of 2m, and height 2.5m using 1/2 split coconut post 4 rows ; driving down 60cm centre to centre and 1.50m below G.L tying with coir yarn and 1/2 split coconut horizontal pieces 4 rows on both sides, cross ties 1.00m apart and struts on both sides at 2m apart and screening with 1/3rd split arecanut reapers 30cm square mesh and with double new coconut cadjan and all tying properly with G.I fencing wire and filling inside with stiff day of approved quality as water roof layer etc. complete as per direction of departmental officials at site

OD295221/2024-2025:Coconut Pile -Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost coveyance labour charges etc complete

OD295217/2024-2025:Coconut pile- Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing staging platform and all other appliances necessary for pile driving down after pointing the bottom end

OD295218/2024-2025:Bailing out water using pump above 5HP bailing out water with engine and pump set above 5 HP and up to 10HP including conveyance to site and erection cost of fuel lubrication oil and other stores pay of staff etc complete

OD300192/2024-2025:Cutting excess length of cocunut pile and removing and stacking 150m

11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth

OD295220/2024-2025:DR packing under foundation Dry stone packing under foundation with good quality blasted ruble ( asper item No. 60.7.2 DSR)

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20

12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation 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

OD295219/2024-2025:DRY RUBBLE MASONRY IN FOUNDATION AND SUPERSTRUCTURE WITHOUT CONCRETE LEVELLING COURSE MASONRY WITH GOOD QUALITY BLASTED RUBBLE INCLUDING PACKING TO COMPACTNESS TO LINE AND LEVELS INCLUDING COST AND CONVEYANCE ETC COMPLETE (2018 DSR MODIFIED ITEM NO 60.7.1)

OD300716/2024-2025:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge (modified item No.50.2.25.1) 50.2.25.1

OD300670/2024-2025:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

OD300281/2024-2025:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

OD300282/2024-2025:od733542/2020_2021 : Granular sub base/base/surface course with local materials(Table 400.13) by mix in place method normal.<br><br>Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401.4 as per Technical Specifications Clause 408<br>ii)Soil gravel mixture/quarry waste

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

75.8.1.1.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, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

Bidder Name

Shanet A George