One Times Maintenance Works of Khola to Kaproli Motor Road Transferred from PMGSY to PWD after Completion of Defect Liability Period in Block Kirtinagar District Tehri Garhwal. (by P.C. work)

Amount

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

WBM Grading 1 (45- 90 mm Size) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. Manual Means

WBM Grading 2 (45- 63 mm Size) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. Manual Means

Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonne in stages to proper grade & camber, applying & brooming requisite type of screening/binding materials to fill up the intristices of coarse aggregates, watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings & maintenance of diversions etc. [Grading of no-3](22.4 - 53 mm size).

Earth work in patrie filling including coolie walling after Soling Inter & top coat consolidation.

Earth filling (Material Obtained from Roadway Cutting)

Random Rubble stone masonary in coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.

Tack coat using VG-10 grade bitumen @0.40 kg/sqm, over dry and hungry bituminous surfaces

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per technical specification by mechanical means including cost of bitumen.

Construction of hill side Katcha drain as per given drawing i/c cost of all material, labour T&P etc. required for proper completion of work.

Cleaning of fully choked scupper and catchpit complete as directed by the Engineer in-charge

C/O Plum Masonry (1:3:6) Parapet as per standard drawing attached 2.00 Mtr. Long Including supply of all material, labour T&P etc. required for proper completion of work as per direction of Engineer I/C.

P B CONSTRUCTION

Shiva Associates

NARENDRA SINGH