Public Works Department Tender

R.R stone masonary laid in dry including S/O material, labour and T&P etc. Complete in all respect as per direction of Engineer - in -Charge.

H.P stone filling in back of R/Wall including s/o material, labour and T&P etc. Complete in all respect as per direction by Engineer - in -Charge.

Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.

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

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

H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.

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 (Hand mixing)

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)

Construction of catchpit for scupper as per standard drawing including supply of all material, labour, T&P etc. required for proper completion of the work.

Excavation in foundation for retaining & breast walls in all types of soils and rocks including as per direction of engineer - in - charge.

Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)

FOR CAUSEWAY

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

R.R. stone masonary laid in 1 : 6 cement sand motar in breast walls, retaining walls, parapets& scuppers etc.including Cost of all material, labour, T&P etc.required for proper completion of work.

R.R. stone masonary laid in dry in breast walls, retaining walls, parapets& scuppers etc.including Cost of all material, labour, T&P etc.required for proper completion of work.

Providing concrete forplain/reinforced concrete opencons complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 (Hand mixing)

Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Drainage Work

Construction of Kuchcha drains of average cross-sectional area 0.18 sqm in soil and ordinary rock to specified lines, grades, levels and dimensions in all types of soil and ordinary rock including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications.

C/O of K.C. type drain with 1:5 Random rubble masonry

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

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)

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

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(Ordinary Kilometer Stone) (Precast)

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 (200 m stone)(precast)

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

Construction of road side parapet of size 2.00x0.45x0.60cm with foundation 2.15x0.60x0.15m laid in PCC1:2:4 in the parapet and 3 coat white washing in all face of the parapet i/c supply of all material, labour T&P etc requried for proper completion of the work.

Excavation

PCC 1:2:4

Plum

White washing

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

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 tonn in stages to proper grade & camber, applying & brooming requisite type of screening / binding materials to fill up the intristices of coarse agregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, & maintenance of diversions etc.[Grading of no-1] (45-90 mm size).