TNDGP/2023 24/Prj 61/ KARAMMAL COLONY NADAPATHA-CULVERT / WARD10 /MGR-9L

Amount

SIDE PROTECTION & CULVERT(CH: Aprox. 0/300 onwards)

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. 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. (D) Dry Rubble Masonry

OD194262/2023-2024: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.

OD194263/2023-2024:DRY RUBBLE MASONRY (Departmental stone) with hard stone, excluding bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

OD194264/2023-2024:DRY RUBBLE MASONRY with hard stone, excluding bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

OD232186/2023-2024: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 on prepared surface, mixing by mix in place method with rotavator at once and compacting with manually complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. ( without Roller Compaction)

OD194265/2023-2024: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(Without Form Work- Modified 11.4.1.1)

12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

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 For height upto 5 m 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

13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C 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

OD194266/2023-2024:MoRD :Filling with contractor's own earth((excluding rock) in OPEN AREAS in layers not exceeding 20 cm in depth, consolidated each layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of Engineer-in-charge

OD232198/2023-2024:Providing and Laying Reinforced Cement Concrete pipe NP3 (450mm dia) as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets Clause 1106.

OD194267/2023-2024:MoRD:Providing and fixing NAME BOARD fixed over MS sheeting 2mm thick suported on GI pipe 50mm dia firmly fixed to the ground by means of properly desiigned foundation with M-15 grade cement concrete 300x300x600mm, 600mm below ground level as per drawing and technical specification 400x450mm rectangular board

Geo Joseph.T

T.J Joseph

Bidder Name

T.J Joseph

Geo Joseph.T

ABDUL AZEEZ H