Ollur Zonal Div-30 Construction of Retaining wall and New Road for Ollur Zonal Office-PRO NO 918/22-23

Amount

side protection

2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone 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.<br> (D) Dry Rubble Masonry

OD2116/2023-2024:60.7.8 DR with Departmental stone -DRY RUBBLE MASONRY Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levles,labour chatges etc complete as per direction of Departmental officers at site

OD1387/2023-2024: RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0mbottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining thesame leak proof till the completion of the work and clearing the site by dismantling the bund aftercompletion of thework.etc.complete ( As per modified data 60.1.2) MR520 Hire charge of 5 HP engine and pump set Materials Day 1.0 85.00 85.00 1235 Diesel oil Lubricating oil and other stores Litre 10.0 73.50 735.00 9999 Sundries- Labour L.S 5.0 2.00 10.00 0114 Beldar Day 1.0 558.00 558.00 0115 Coolie Installation charge Day 1.0 558.00 558.00 9999 Sundries- L.S 2.5 2.00 5.00 TOTAL 1951.00 Add Water Charges @ 1% 19.51 TOTAL 1970.51 Add CPOH @ 15% 295.58 TOTAL 2266.09 Cost of 8.0 hour 2266.09 Cost per hour 283.26 Say 283.25

OD1412/2023-2024:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump setincluding conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etccomplete ( Modified data 60.2.2)

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

OD1422/2023-2024:Filling with Quarry Muck (MoRD)Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling thetop at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6

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

OD1423/2023-2024:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.

OD2826/2023-2024:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

KR RIXON

Bidder Name

t.l. rappai

KR RIXON