Rural Works Department Tender

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

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification lauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 mNominal mix 1:2:4

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller toachieve the desired density, complete as per Technical Specification Clause401.4-1-A-1 For Grading I Material

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 compacting to the required density grading 2 as per Technical Specification Clause 405 By Mechanical Means.

WBM 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

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 for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.

Stone masonry in cement mortar 1:4

Cement plum masonry with 40% plum & 60% 1:3:6cement concrete including cu.m supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)

Providing & Laying M10 grade plain cement concrete in open foundation as per specification including all material labour T&P etc. as directed by Engineer in charge.( for Causeway ) 1:3:6 Hand Mixed

Earth work in Excavation foundation for retaining walls, breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer-in-charge by the direction in Engineer-in charge work to be execuated as per specification a rate of above given item

Providing & Laying M10 grade plain cement concrete in open foundation as per specification including all material labour T&P etc. as directed by Engineer in charge.

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

HP stone filling in back of walls including supply of all material, labour, T& P etc. required for proper completion of work.

Providing and laying reinforced cement concrete in open foundation as per drawing and technical specifications Clauses 800, 803, 1202 & 1203 R.C.C M 25

Supplying, fitting, and placing TMT bar reinforcement in substructure complete tonne as per drawing and technical specifications Clauses 1002, 1010 and 1202. (The reinforcement steel shall be as per clause no. 2011.3.1 of specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Plain/reinforced cement concrete in open foundations complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203 Nominal mix 1:2:4

Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in aconcrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.

Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504

Longitudinal Katcha drain