Mitchie Balamiento

Summary of Rates S.N. Norms No 1 9.4.I.B.iii 2 3 9.4.I.B.ii 9.4.I.B.i Specification Clause No. 907 907 Description Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications by Mechanical Means.[Depth above 6m]. For ordinary soil. Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications by Mechanical Means.[Depth 3- 6m]. For ordinary soil. 907 Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications by Mechanical Means.[Depth upto 3m]. For ordinary soil. Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other consumable and removal of excavated earth with necessary lifts and lead all complete as per Drawing and Technical Specifications. [dia 1000] 4 16.01.D 1612 5 20.2 (A) 2000 Providing and laying of Plain/ Reinforced cement concrete PCC Grade M15 in sub-structure for upto height 5m complete as per drawing and Technical Specifications. 6 20.2 C 2000 Providing and laying of Plain/ Reinforced cement concrete RCC Grade M20 in sub-structure complete as per drawing and Technical Specifications. 7 20.2.E 2000 Providing and placing machine mixed cement concrete of M25/20 for the founation and footing etc. including compaction,curing,testing and lead 30m etc all complete as per specification Unit Rate ( NRs.) 344.53 m3 m3 281.43 m3 242.01 Rm 15,006.51 m3 11,122.34 m3 12,622.22 m3 13,784.67 Summary of Rates S.N. 8 Norms No 20.5 Specification Clause No. 2014 Description Unit Providing and laying, fitting and placing HYSD bar reinforcement in sub-structure complete as per Drawing and Technical Specifications including cutting, bending, shifting to site, tying and placing in position. Mt 115,990.29 Mt 118,336.29 Providing and laying, fitting and placing HYSD bar reinforcement in super-structure complete as per Drawing and Technical Specifications including cutting, bending, shifting to site, tying and placing in position. 9 20.9 2014 10 18.2.b.iii 1804 & 1805 Providing,preparing and installing formwork including necessary supports and removing after complection for substructures. For 6-9 m 11 24.5 2404 Providing and laying of a geo-textile filter fabric between pitching and embankment slopes as specified in drawing and Technical Specifications. 12 9.12 909, 910 13 9.11 (A) 908 Providing suitable material and backfilling behind abutment and return wall complete as per Drawing and Technical Specifications using granular material. 14 20.8.(A) 2000 Providing and laying Reinforced cement concrete M20 in superstructure as per drawing as per drawing and Technical Specification. 15 20.8.(B) 2000 Providing and laying Reinforced cement concrete M25 in superstructure as per drawing as per drawing and Technical Specification. 16 18.7 b 1804, 1805 Providing, Preparing and Installing formwork including necessary supports and removing after completion for the super structure, deckslab, girder. Using steel. Class F2 finish. Providing and filling with graded gravel filter material in layers with necessary watering and compaction.lead 30m,lift 1.5m. Rate ( NRs.) m2 872.09 m2 137.52 m3 3,344.20 m3 735.60 m3 12,568.95 m3 14,342.46 m2 933.95 Summary of Rates S.N. Norms No Specification Clause No. Description Unit m3 17 18.7 c 1804, 1805 Providing, Preparing and Installing formwork including necessary supports and removing after completion for the super structure, deckslab, girder. Using shutter ply. Class F2 finish. 18 18.9.I.a 1804, 1805 Providing, Preparing and Installing formwork including necessary supports, and removing after completion for pre-cast elements. Class F3 finish. Using timber. For rectangular / Square section 19 18.11.b.i,ii,iii 1803 20 21 Providing and assembling in position falsework for the construction of RCC super structure and removing after completion including design and drawings as per specification. 1902 Providing and installing different types of Bearing including all necessary axilliary and incidental works etc. complete as per drawing and specification. Providing and laying of compression seal joint consisting of steel armored nosing at two edges of the joint gap suitably anchored to the deck concrete and preformed chloroprene elastomer or closed cell formed joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement and vertical movement all complete as per drawing and technical specifications. 1,047.19 m3 1,212.47 m2 -For RCC beam. Using Steel. Height upto 3m. 19.6 Rate ( NRs.) 1,692.75 Nos 47,989.49 Rm 6,669.22 22 19.9 1901 23 19.10 1901 Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70mm complete as per approved drawing and technical specifications. Rm 32,746.25 3105 Providing, fencing and erecting 50mm dia painted steel pipe railing in 3 rows 50 mm dia for pipe complete as per Drawing and Technical Specifications. Rm 1,572.82 3105 Providing and fixing Drainage Spouts complete as per Drawing and Technical specifications. no. 6,079.97 24 25 - Summary of Rates S.N. Norms No 26 26 28 31 32 33 34 Specification Clause No. -.b -.a , 24.02.01.a ,-.b , 24.02.01.b ,-.d , 24.02.01.d ,-.j , 24.02.01.j , 24.02.04 905 909,910 2401 2401 2401 2401 Description Unit Painting Two Coats on Concrete Surfaces Providing and Painting two coats after filling the surface with synthetic enamel paint in all shades on concrete/plaster surfaces as per Drawing and Technical Specifications. m2 714.84 m3 113.10 m3 1,006.23 m3 7,499.27 m3 7,569.39 m3 7,901.89 m3 8,874.99 Road way excavation in Hard soil/Gravells/Boulder mixed soil including disposal upto 10m and lift upto 1.5 m etc. all complete as per specification. Construction of embankment with material obtained from borrow pits. Providing, laying, spreading and compacting embankment with borrow material as per drawing and Technical specifications. Fabrication of Gabion boxes / mattresses with diapharagms including rolling, cutting and weaving as per specification, placing and supply of stone, filling all complete. Mesh size : 100×120,mesh Wire: 10 selvedge wire:7 binding wire: 12swg [3m×1m×1m] Fabrication of Gabion boxes / mattresses with diapharagms including rolling, cutting and weaving as per specification, placing and supply of stone, filling all complete. Mesh size : 100×120,mesh Wire: 10 selvedge wire:7 binding wire: 12swg [2m×1m×1m] Fabrication of Gabion boxes / mattresses with diapharagms including rolling, cutting and weaving as per specification, placing and supply of stone, filling all complete. Mesh size : 100×120,mesh Wire: 10 selvedge wire:7 binding wire: 12swg [1m×1m×1m] Fabrication of Gabion boxes / mattresses with diapharagms including rolling, cutting and weaving as per specification, placing and supply of stone, filling all complete. Mesh size : 100×120,mesh Wire: 10 selvedge wire:7 binding wire: 12swg [1m×1m×0.5m] Rate ( NRs.) Summary of Rates S.N. 35 36 43 44 45 46 47 Norms No 24.01.02.m , 24.02.01.m ,-.A 12.1A 15.12 2.1.I.i.A 28.14.C 2406(2,3) Specification Clause No. - & 2607 1201 Description Fabrication of Gabion boxes / mattresses with diapharagms including rolling, cutting and weaving as per specification, placing and supply of stone, filling all complete. Mesh size : 100×120,mesh Wire: 10 selvedge wire:7 binding wire: 12swg [1m×1m×0.3m] Providing and laying RRM in cement mortar (1:4) including scaffolding, curing, preparation of mortar etc., all complete, mortar 35% [2600] for side drains, retaining walls. Providing and laying granular sub-base on prepared surface, mixing at OMC, and compacting to achieve the desired density, complete as per Drawing and Technical Specifications. 1507 Providing and installation of 150mmx150mm 1.5mm long delineators (road way indicators, hazard markers, object marker), 80-100cm high above ground level, painted black and white in 20 cm wide strips, buried or pressed into the ground and conforming to the drawings and technical specifications. 201 Clearing and grubbing of forest including uprooting, carrying and disposing of vegetation, grass, bush, sapling and trees of girth upto 300mm (measured at a height of 1m above the ground level). 2812 24.12.b Providing , furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineers including preparation of ground, fetching of sods and watering. Laying of dry stone rip rap for scour protection and river training works with stone weighting not less than 75kg and packed with stones 20-40kg.lead 30m with out using mechanical means. Unit Rate ( NRs.) m3 8,905.97 m3 12,760.00 m3 2,370.85 Nos 1,776.67 m2 15.64 m2 889.13 m3 - Summary of Rates Specification Clause No. S.N. Norms No Description 48 24.03.01 2403(4) Providing and laying Dry-stone soling in foundation work, lead 30m,lift 1.5m with stone size not less than 0.01m3 including levelling etc. complete. 49 7.02 701 50 24.05(b.ii) 2403 Unit Rate ( NRs.) m3 - Providing and laying RCC pipes having dia 900mm with or without collars,jointed with stiff mixture of cement mortar in the porportion of 1:2(1cement:2fine sand), lead upto 100m rm - Providing and installing of Rock Dowel including grouting using portable rock driller rm -