AMP for the year 2021-22

Amount

Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm(Seventy five millimetre ) as per Technical Specification Clause 505 with bitumen (VG-10) by mechanical means within all leads and lifts including carriage of materials in all respect and as per direction of Engineer-in- charge.

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom On bituminous surface @ 0.25kg/sqm(zero point two five killogramme per square metre) within all leads and lifts including carriage of materials and as per direction of Engineer-in- charge.

Providing and laying primer coat wirth bitumen emulsion SS-1 on prepared granular surface including cleaning of road and spraying of primer @0.70to 1.00 Kg per Sqm( zero point seven zero to one kilogramme per square metre) using mechanical Mean as per technical specification. within all leads and lift of materials and as per direction of Engineer-in- charge.

2 cm ( two centimetre) premix carpet surfacing with 1.8 cum and 0.90 cum (one point eight cubicmetre and zero point nine zero cubic metre) of stone chippings of 13.2 mm(thirteen point two millimetre) size and 11.2 mm size(eleven point two millimetre size) respectively per 100 sqm(hundred square metre) and 52 kg ( fifty two kilogramme) and 56 kg (fifty six kilogramme) of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size (thirteen point two milimetre and eleven point two millimtre size) respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 (six to nine) tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 (seventy) within all leads and lift of materials and as per direction of Engineer-in- charge.

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm ( two point three six millimetre) and retained on 180 micron sieve) with bitumen using 128 kg (one hundred twenty eight kilogramme) of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum ( zero point six zero cubicmetre) of fine aggregate per 100 sqm( hundred sure metre) of road surface, including rolling and finishing with road roller all complete. within all leads and lift of materials and as per direction of Engineer-in- charge.

Construction of hill side drain in PCC grade M-10 in 1:3:6 (One cement : three sand: six graded/ crushed stone aggregate 20mm(Twenty millimetre) nominal size accordance with requirement of specification true to line and grades. Dimension and other particulars as per drawing and technical specification clause -1606.1. within all leads and lift and other incidentals including carriage of materials in all respect and as per direction of Engineer-in- charge.

PUSHAP KANT CONTRACTOR