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| 1 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. 4.2.1 In all type of soil.For Drain/Cross |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks |
| 3 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth (Upto 1Km) |
| 4 | Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laidwith a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery,lighting, guarding and maintenance of diversion. |
| 5 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery. lighting, guarding and maintenance of diversion. 1961 PCC M-20 |
| 6 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete asper specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.80mm thick |
| 7 | Brick work with modular bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level upto plinth level in cement mortar 1:6 (1 cement: 6 coarse sand). |
| 8 | Supply and fixing ashlar lintels and Dassa exposed horizontal and vertical faces 3 lines fine dressed bearing bed & top surface made perfectly even) 6 28 1 (a) upto 15 cm thick Red Ashlar |
| 9 | Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement 4 cearse sand): 30.25.1 Area of each slab 900 to 2000 sqcm |
| 10 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 32.3.3 1:6 (1 cement: 6 fine/coarse sand) |
| 11 | Structural steel work in single section fixed with or withoutconnecting plate including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete. |
| 12 | Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens typereflective sheeting vide clause 801.3, fixed over aluminium sheeting,2 mm thick framed to angle iron 40x40x5mm with area notexceeding 0.9 sqm supported on a mild steel single angle iron post75 x 75 x 6 mm firmly fixed to the ground by means of properlydesigned foundation with M15 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing including allmaterial, labour. Please Enable Macros to View BoQ information |
