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| 1 | Dismantling of existing structures like culverts, bridges,retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.Cement mortar. |
| 2 | Earthwork in excavation for foundation of structuresupto 3 m depth as per drawing and technicalspecification Clause 1104 for Rural Roads of MORDincluding setting out, construction of shoring andbracing, removal of stumps and other deleteriousmatter, dressing of sides and bottom and backfillingwith approved material. |
| 3 | Sand filling in foundation trenches and at the backof abutments, wing-walls etc. with good local sandfree from earth in layers not exceeding 15 cm.including inundating each layer by profuse waterand poking and ramming layer by layer completeincluding supply of sand. Quality of sand is to beapproved by the Engineer-in-charge. |
| 4 | Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control,sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-15 Grade, Using concrete mixer. |
| 5 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is required. |
| 6 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 7 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :On timber or plastered surface : With super gloss (hi-gloss) -Two coats (white in shade) |
| 8 | Providing and Laying Reinforced Cement ConcretePipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.1000 mm dia |
| 9 | By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber,compacting with vibratory roller to achieve the desired density, including lighting, guarding,barricading, including cost of all materials,machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grading – V |
| 10 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm), Manual Means |
| 11 | Supply and laying in the specified pattern of interlocking Concrete Block payment (ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS 15658:2006) manufactured in steel mould claimed to a vibrating table by hydroulic pressure (as per cl no 6.30 IRC:SP: 63 (2018). from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as advice for keeping minimum joint gap in between the paving blocks, as per CL No 3.26 of IS:15658) and of specified size and shape with expect ratio (The ratio of length to thickness of a paver block, as per CL. No. 3.3 of IS:15658) as per table 2 of IS:15658 with flexural strength/breaking loud as per Annexure G Of IS:15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63(2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-30 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the gradding of the joint filing sand will be as per clause 6.5.2 of IRC SP- 63) and completing the age with cut blocks as per claus no. 8.7 of IRC SP - 63 (2018) with proper confinement of bedding and joint filling sand, compaction, leveling and filling up of the edge gap. 100 mm thick Grey. |
| 12 | Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm.minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips |
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