Public Works Department Tender

Hand packed stone filling in the back of retaining walls by locally available approved stone including supply of all material ,labour T&P etc.

Providing concrete for plain/ reinforced concrete in open foundations clause 802, 803, 1202 & 1203 PCC 1:3:6

Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204 RR 1:5

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.(As per PWD Uttarakhand specifications)

Providing concrete for plain/ reinforced concrete inSubstructure complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 M 25

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6) 60015.40 Tonne

Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 1:2.5:5 PCC M 15

Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 1:2:4

Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307

Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin-charge. (As per PWDuttarakhand 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 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.

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compactingto the required density grading 2 as per Technical Specification Clause 405

WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compactingto the required density grading 2 as per Technical Specification Clause 405

Cleaning of the existing WBM surface surface and laying 2 cm thick premix carpet over a tack coat (including cost of Tack coat ) with graded approved grit and bitumen including heating the bitumen to the required temperature and mixing either in mixer or in hand drums, including cartage of materials, maintenance of side patries, and watering them during operation for proper completion of the work including supply of all abour, material, machine, T&P etc, as per PWD Specification and as directed by the engineer-in-charge. With VG-10 grade Bitumen

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

AS PER DRAWING 40% Plum ( Loose Stone)

White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimumretro reflective unit exposed area of 330 sqcm, full cube corner microprismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the design with the height ofthe pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and Traffic Cones of 600 mm height and 3 kg weight withsquare base and 2 strips of 10 mm wide reflective sheets around the cone. PVC Traffic Supply of PVC Traffic Cones of 750 mm height and 3.5 kg weight withsquare base and 3 strips of 10 mm wide reflective sheets around the cone. PVC Traffic Cones (900 mm height):Supply of PVC Traffic Cones of 900 mm height and 4.0 kg weight withsquare base and 3 strips of 10 mm wide reflective sheets around the cone.

Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign 60 cm x 60 cm Square village name

Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign 60 cm circular for speed limit

Direction and Place Identification signs upto 0.9 sqm size board 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 not exceeding 0.9 sqmsupported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Ordinary km stone (precast)

200 m stone (precast) for Hectometer

Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6