Repair of foot road from Ningsari to Thapla and reconstruction work of foot RCC bridge

Amount

Pedestrian repair and reconstruction work of RCC bridge. Heading

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

Providing concrete for plain/reinforced concreta 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 (In 1:4 cement mortar)

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

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Plain/ reinforced cement concrete in substructure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 (For height upto 5m). (R.C.C grade M 20) For Bends

RCC 1:1½:3 With 20 mm Gauge crushed grit for Deck Slab

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and rechnical specifications Clauses 1000 and 1202

Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

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. (As per PWD Uttarakhand specifications)

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

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 specification

Plain/ reinforced cement concrete in substructure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 (For height upto 5m).(Nominal mix 1:2:4 (Hand mixed)

Providing and laying of wire crates 3.00X1.50X1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150 mmX150 mm mesh laid with stone boulders. as per direction of Engineer-in-charge (As per PWD Uttarakhad 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

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. (As per PWD Uttarakhand specifications)

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 PWD Uttarakhand specifications)

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 specification

Pedestrian repair and reconstruction work of RCC bridge. Heading

Construction of unlined surface drains of average cross-sectional area 0.40 sqm 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.

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of exavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603

Virendra Prasad

KARAM CHAND