CMLRRP Phase VII (Sl No. 57) Yogeeswaralayam Anganavadi Road in Koppam GP

Amount

CULVERT

2.5.2.B : Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete

2.7.B : 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.(B)Rubble Stone Masonry in Cement Mortar

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

od1497798/2021_2022 : :RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m&lt;br&gt;top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in&lt;br&gt;between with puddle clay to form bund for an average height 2.00m including

od1497799/2021_2022 : :Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set&lt;br&gt;including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc&lt;br&gt;complete&lt;br&gt;

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

od1497802/2021_2022 : Filling with Quarry Muck&lt;br&gt;Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling&lt;br&gt;the top 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 I.P.C.C grade M 10 (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 For height upto 5 m III.R.C.C grade M 20

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

10.5 : Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

od1497816/2021_2022 : :DR with Departmental. Stone -&lt;br&gt;DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including&lt;br&gt;packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental&lt;br&gt;officers at site

od1504036/2021_2022 : :DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry&lt;br&gt;with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance&lt;br&gt;of all materials labour charges etc. complete as per direction of Departmental officers at site

11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

od1512731/2021_2022 : :PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working&lt;br&gt;pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.

ROAD CONCRETING

od1503590/2021_2022 : :Filling with contractor&apos;s own earth ( excluding rock) in trenches, plinth, sides of&lt;br&gt;foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and&lt;br&gt;watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge&lt;br&gt;

3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

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. <br>(ii) Using Gravel mix soil.

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

10.4.A.2 : Direction and Place Identification signs with size more than 0.9 sqm size board<br> A. Retro-reflectorised Traffic Signs <br>2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

MUHAMMED ALI P.S.

Abdul Salam K P

AMEERALI P

HAMZA P

Niyas Y

Bidder Name

AMEERALI P

HAMZA P

MUHAMMED ALI P.S.

VISHNUJITH.M

Abdul Salam K P

Niyas Y