CONSTRUETION OF PLAY GROUND AT MAHAYOGI GURU GORAKHNATH PARKING MAHAVIDHYALAY BITHYANI PAURI

Amount

Excavation in Hilly Areas in means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.(Ordinary Rock) SOR - (8-3-4) Mord

Excavation in Hilly Areas in means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.(Hard Rock) SOR - (8-3-5-A) Mord

Excavation in Hilly Areas in Soil by mechanical means SOR - (8-3-1-A)

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. SOR - (3-3) Mord

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m..DSR - 2023 (2.25)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary soil Upto 3 m depth). SOR- (11-1-1-1) Mord

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, SOR -(2-2) Misc

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 asper drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. SOR - (1-4) Misc

Random Rubble Stone Masonry laid Dry,in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete asper drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction, SOR - (1-3) Misc

Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20. SOR- (11-4-3)

H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.SOR - (1-5)

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, 110 MM DIAMETRE (i) Single socketed pipes.D.S.R - 2023 (12.41.2)

Dhan Pal Chand Ramola