rajya yogna ke antragath janpad pauri garhwal ke vidhanshaba chetra lansdown ke vikashkhand nainidanda ke jadaukhand majda band motor margh ke km 9 me punaha nirman avam sudharikaran ka kariya

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and Printing, etc as per rawing and Technical Specification Clause 1703.

200 mm stone

Catchpit for Scupper

Excavation in foundationfor retaining,breastwallsetc, inall types of soils and rocks including all lead, lift and disposal of surplus material as per rection of engineer- in- charge, as per drawing and technical pecifications Clause 305.1 of MORD Specifiction.

Random Rubble Stone Masonry laid Dry, in breast walls, retaining lls,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.

Coolie wall

Construction of coolie walling including supply of all material, bour,T&P etc.required for proper completion of the work as per direction of Engineer in- charge. (As per PWD Uttarakhand specifications.

Crash Barrier

Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for vertical post Fixing will be paid extra)

Edge Stone

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

Embankment

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

Hill side Pucca Drain

Excavation in foundationfor retaining,breastwallsetc, inall types of soils and rocks including all lead, lift and disposal of surplus material as per rection of engineer- in- charge, as per drawing and technical pecifications Clause 305.1 of MORD Specifiction.

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

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Katcha Drain

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

KM- Stone

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Parapets

Excavation in foundationfor retaining,breastwallsetc, inall 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

Retaining Walls / Breast Walls Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604

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

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

Primer Coat (Low Porosity)

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Rcc Slab Scupper

Retaining Walls / Breast Walls Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604

Random Rubble Stone Masonry laid in1:6 cement and sand mortar, in breastwalls, retaining walls,parapets,scuppers,etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawingand technical specifications Clauses 702, 704, 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. (Asper PWD Uttarakhand specifications)

Excavation in foundationfor retaining,breastwallsetc, inall types of soils and rocks including all lead, lift and disposal of surplus material as per rection of engineer- in- charge, as per drawing and technical pecifications Clause 305.1 of MORD Specifiction.

Plain/reinforced cement concrete in substructure completeas per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)

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

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

Retaining Walls

Excavation in foundationfor retaining,breastwallsetc, inall types of soils and rocks including all lead, lift and disposal of surplus material as per rection of engineer- in- charge, as per drawing and technical pecifications 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

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. (Asper PWD Uttarakhand specifications)

Seal Coat

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType A, Type B and Type C as per Technical Specification Clause 51

Sign Board

Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

600 mm equilateral triangle

800 x 600 mm Rectangle

Super elevation

Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.

Tack Coat

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with rimer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Water Bound Macadam

W.B.M 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.

W.B.M 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

W.B.M Grading - 3

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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Widening of Road

Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.

Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.