P a r a i k a d a v u P o n n a B h a g a v a t h y

Amount

Appendix A: Protection Wall

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

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

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Appendix B: Ring Bund and Piling for Culvert

OD5202/2023-2024:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.(based on CTE OD 5.1)

OD5203/2023-2024:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete(Based on CTE OD 22.1.)

OD5204/2023-2024:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost conveyance labour charges etc. complete.(Based on 60.64.1)

OD7256/2023-2024:Coconut Pile - Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long numbers per day 6x15=90m. (CTE OD)

Appendix C: Culvert

3.6:Excavation in Marshy Soil <br> Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6.

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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25

13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202

Appendix D: Filling And DR

60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

OD1451/2024-2025:Laying of a woven geotextile 220 gram per sqm membrane filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.

OD5347/2024-2025:Supplying and Stacking Quarry Muck at Site (Vide Ref Order No D4/2988/2017/SE Dated 24-01-2019 )

OD5346/2024-2025:Construction of Sub Base by Providing Departmentally Supplied materials Spreading in Uniform layers with motor grader on Prepared Surface and Compacting With Smooth Wheel Roller to achieve the Desired Density Complete (Ref Order No D4/2988/2017/SE Dated 24-01-2019)

19.35.2:Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC pipes.

APPENDIX E: Construction Of Road

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material 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.

SALIM MOHAMMED KUNJU (BID ID -1987857)

Ashokkumar.k (BID ID -1987926)

Bidder Name

SALIM MOHAMMED KUNJU

Ashokkumar.k

A.M. HAMIDU