Name of Work:- Lkh- lh- lM+d o ukyh fuekZ.k dk;Z Hkaojnkl Lokeh ds ?kj ls lhrkjke iztkir ds ?kj rd ykyth iksLVeSu ls kd:nhu pquxj ds ?kj rd e?kth [kkrfM+;k ds ?kj ls txnhk ukbZ ds ?kj rd usepUn ds ?kj ls jktq ds ukgjs rd galjkt ikj[k ds ?kj ls pSu:i ekyw ds ?kj rd fckuyky ukbZ ds ?kj ls Hkh[kth ukbZ ds ?kj rd eksgEen gqlSu ds ?kj ls lqHkkk fNEik ds ?kj rd fdkuyky lqukj ds ?kj ekypUn O;kl ds ?kj rd dslj nso frokM+h ds ?kj ls y{ehukjk;.k O;kl ds ?kj rd | Sl. No. | Item Description | |
| 1 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | | 2 | Carriage of material by mechanical transport including loading and unloading and stacking earth for 1 km. | | 3 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared 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 be less 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 concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | | 4 | 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. PCC M-20 | | 5 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | | 6 | Carriage of material by mechanical transport including loading and unloading and stacking earth for 1 km. | | 7 | Supplying and fixing stone lintels/Bed plates of approved quarry rough dressed in cement mortar 1:4 up to 15 cm thick .(PWD BSR ITEM NO. 6.17.1) | | 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). Please Enable Macros to View BoQ information |
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