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| 1 | [1.PM026] PM026. Tractor with trolley |
| 2 | [11.11.1]12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand) |
| 3 | [14.51.3]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 3. Hire Charges for excavator with over 0.75 cum bucket capacity |
| 4 | [21.64.1.2]Construction of brick circular Non-pressure type sewers as per standard drawings where the invert level of the sewer is up to 1.5 metres be low ground level including dressing of beds and sides of trenches to exact profiles, grades and alignments, lime concrete or cement lime sand concrete in beds, sides and in haunches with 1:3 cement sand collar joint not less than 12 mm thick on sides 1:1.5:3 moulded cement concrete invert accurately finished with neat cement rendering face specially hand moulded 1st class radiated brick work laid on 1: 3 cement sand mortar in the inner arch rings of the sewer and specially hand moulded first class radiated brick work laid in 1: 4 cement sand mortar in the outer arch rings of sewers laid over arch 1: 3 cement sand collar joint not less than 12 mm in thickness formed round the inner arch layer of brick work and with the entire inner surface of the sewer rendered with neat cement not less than 12 mm in thickness of 1: 2 cement sand plaster and finished with a floating coat of neat cement left absolutely smooth polished and correct to templates finished with two coats of sodium silicate wherever required. The rates include the cost of accurately planed and fitted centring moulds and supports for all curves, bends falls and other special works and cleaning out of the sewer through out the lengths. Sodium silicate shall be supplied free of cost at the stores of the engineer-in-charge. The finished inside diameter of sewer being :- 1.2. 760mm - Cost with cement lime sand concrete |
| 5 | [21.66.1]Extra over and above the rate for item no. 21.64 and 21.65 for every additional 4 metre depth or part thereof for depth of invert level beyond 1.5 metre below ground level. The finished inside diametre of sewer being: 1. 760 mm |
| 6 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening |
| 7 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. |
| 8 | [4.23.3]Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). 3. Depth exceeding 3 m but not exceeding 4.5 m |
| 9 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 10 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 11 | [6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four 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). |
| 12 | [6.30.16.1]Centering and shuttering including strutting, propping etc. and removal of form for 16.1. Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 13 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform |
| 14 | [6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars |
| 15 | [7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) Please Enable Macros to View BoQ information |
