Public Works Department Tender

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:3:6) Plain cement concrete M 10 grade

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

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 807, 1202 ans 1204 PCC Grade M 20 Nominal mix 1:2:4 (Hand mixed)

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue 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 IS1786:2008 clause no. 1.6)

H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete i/c supply of all material labour T&P etc required for proper completion of work.

Random rubble stone masonry laid dry including supply of all material labour T&P etc complete i/c supply of all material labour T&P etc required for proper completion of work

Excavation in foundation for retaining & breast walls in all types of cu.m soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge

Random rubble stone masonry laid dry including supply of all material labour T&P etc complete i/c supply of all material labour T&P etc required for proper completion of work

H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete i/c supply of all material labour T&P etc required for proper completion of work.

Making superelevation with lowering in half width & filling in remaining half width with coolie walling including supply of all material,labour,T&P etc required for proper completion of work

lowering

Earth Filling

Coolie walling

Patri filling with Local Soil affter coolie walling, affter laying of G1 (WBM) including supply of all material, labour and T&P etc. required for proper completion of the work.

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 compacted to the required density Grading 1 as per Technical Specification Clause 405 By By Manual Means

Patri filling with Local Soil affter coolie walling, affter laying of G2 (WBM) including supply of all material, labour and T&P etc. required for proper completion of the work.

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.By Manual Means

Patri filling with Local Soil affter coolie walling, affter laying of G3 (WBM) including supply of all material, labour and T&P etc. required for proper completion of the work.

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 compacted to the required density Grading 3 as per Technical Specification Clause 405 By Manual Means

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 1.20 kg/sqm using mechanical means as per echnical Specification Clause 502.

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 primer & cleaned with Hydraulic broom as per Technical Specification Clause 503

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

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 Case - II : Type B Bitumen (VG-10)

Construction of Puuca drain. Including supply of all material & Labour T&P etc required for proper completion of work

Excavation in foundation for retaining & breast walls in all types of cu.m soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge

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

Cement plaster 15 mm thick 1:4 on stone masonry

Construction of parapet including all material labour T&P etc required for proper completion of the work as per Standard Drawing

Excavation in foundation for retaining & breast walls in all types of cu.m soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge

Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supplyofallmaterial, labour,T&P etc. required forproper completionof thework. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction

White washing of parapet walls of CD work and tree truncks White 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 minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the 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 with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal proof. Including all test report and warranties as per IRC 67 and IRC 79.

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)

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

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

600 mm equilateral triangle

600 mm circular

800x600 mm rectangular

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