AMP for the year 2021-22

Amount

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm(twenty milimetre) thick pre-mix carpet and seal coat type B specification Clause 1904.2,503 and 508.1. within all leads and lift of materials and as per direction of Engineer-in- charge.

Crocodile crack and surface texture repair by thoroughly cleaning of surface with compressed air, scrubbers, etc.and applying Fog seal at the rate of 0.5-1.0 ltrs./Sqm (zero point five-one point zero leters per square metre) using mechnical means as per MORD technical speficiation 501.2.3.2 within all leads and lift of materials and as per direction of Engineer-in- charge.

Ruffing, deprecession and carrugation Repair by clearing and removal of loose material providing tack coat with bitumen Emulsion and filling with grading premix using Catonic Emulsion(special technical specification B2.3.3) in Layer not exceeding 50mm (fifty milimetre) to 0 average depth of 50mm (fifty milimetre) as per MORD technical specification 501.3 within all leads and lift of materials and as per direction of Engineer-in- charge.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm(three hundred milimetre), removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m(one thousand metre) including removal and disposal of top organic soil not exceeding 150 mm (one hundred fifty milimetre) in thickness as per Technical Specification Clause 201. within all leads and lift of materials and as per direction of Engineer-in- charge.

The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907 (Silted 100% ) within all leads and lift of materials and as per direction of Engineer-in- charge.

The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907 (Silted 50% ) within all leads and lift of materials and as per direction of Engineer-in- charge.

Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 within all leads and lift of materials and as per direction of Engineer-in- charge.

Earthwork in excavation for clearance of culverts / small bridges 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 (fifty metre), dressing of sides and bottom and backfilling in trenches with excavated suitable material. within all leads and lift of materials and as per direction of Engineer-in- charge.

Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 within all leads and lift of materials and as per direction of Engineer-in- charge.

Maintenance of km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering as per drawing and technical specification Clause 1912. within all leads and lift of materials and as per direction of Engineer-in- charge.

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 within all leads and lift of materials and as per direction of Engineer-in- charge.

White washing two coats on guard stones and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 within all leads and lift of materials and as per direction of Engineer-in- charge.

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m(three metre) and lead of 50 m(fifty metres) (average lead 25 m(twenty five metres) as per Technical Specification Clause 307. within all leads and lift of materials and as per direction of Engineer-in- charge.

Providing & laying plain concrete P.C.C grade M-10 Nominal mix 1:3:6 (one cement : three sand : six aggregade 20mm nominal size) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 within all leads and lift of materials and as per direction of Engineer-in- charge.

Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means ncluding cutting and trimming of slops and disposal of cut materials as per technical specification 302.3.5 and 1611 with in all leads and lift of materials and as per direction of Engineer-in-charge. any loss of the public/private property or any accident etc. happended during the course of hiring period/execution shall be absolute responsiblity of JCB/Excavator owner which shall have to be dutly compensated by him in all cased. the fuel and cperational staf for excavator will be provided by the owner. the repair and spare, watch and ward of excavator also be borne by the conrractor. the daily log book will be maintained at site which should berify by the Engineer-in-charge.

PUSHAP KANT CONTRACTOR