Repair work of Dwarson to Kakrighat Motor Road Almiyakandey to Dehuli Section upto Km. 7 to 26.025 Constructed under PMGSY in Tarkihet Block of Someshwar Constituency in District Almora Under One Time Maintenance.

Amount

Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.

Earthwork in Excavation in foundation for retaining , breast walls etc, in all types of soils and rock 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 Specification

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

Construction of random rubble stone masonary laid dry in breast walls ,retaining walls etc. including supply of all material , labour, T&P and royalties etc. complete as per drawing and technical specifications Clause 702,704,1202,&1203 of MORD Specification .

HP stone filling in back of structures including supply of all material, labour, T&P etc. required for proper completion as directed by Engineer-in-charge and MORD specification clause 1604.7)

Clearance of land slides in soil and ordinary rocks by abull-dozar D80 A 12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge

Clearance of land slides ( slip clearance ) including haulage of material by tipper including cost of loading and unloading complete

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).

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

WBM 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. By Manual Means

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 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. By Manual 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 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. By Manual Means

Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means Bitumen (VG-10)

Prime 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

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 hill side K.C. type drain in accordance with the requirement of specifications true to lines and grades, dimesions and other particulars as per drawing attached and Technical Specification Clause 1606.1

Excavation in foundation

R.R. stone masonary in 1:5

Plaster in 1:4 cement sand Mix

PARAPET

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 concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix (1:3:6)

Construction of plum concrete parapets as per standard drawing with 40% plums and 60% P.C.C. 1:2:4 above 15 cm. thick base of P.C.C. 1:3:6 including supply of all material , labour and T&P etc. complete in all respect.

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

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

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Surface Drains in Soil 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. Machenical Means

Bhuwan Chandra Pandey

devki nandan joshi

Super Construction Associates