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| 1 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal ofstumps 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 Mtr. Depth. |
| 2 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stoneaggregate 20 mm nominal size) |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 4 | Centering and shuttering including strutting, propping etc. and removalof form work for :Retaining walls, return walls, walls (any thickness) includingattached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases above plinth level up tofloor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform |
| 7 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry, In cement mortar 1:5 |
| 8 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 9 | 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) |
| 10 | Steel reinforcement for R.C.C. work in Super Structure |
| 11 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes.110 mm diameter. |
| 12 | Cement plaster 15 mm thick 1:4 on stone masonry |
| 13 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 . Granular material |
| 14 | Providing & Engaging Hydraulic Excavator 0.9/1.0 cum |
| 15 | Providing & Engaging Vibratory roller 80-100 KN |
| 16 | Cleaning of Drain of Depth More than 2.00 m and Width More Than 2.50 m including disposal of Wastage,Refuge sludge by appropriate means etc |
| 17 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000lit per Hr.) including wages of operator and fuel including supply of all material,labour and T&P etc. required for proper completion of the work. |
