Name of Work : आयुक्त महोदया के कैम्प कार्यालय/आवास की पीछे की साइड की सड़क का निर्माण कार्य।
Sl. No.
Item Description
1
Excavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. (including royality) (S.I. 251)
2
Dismantling of Cement concrete or granolathic floors including base concrete and including stacking of dismantled material as directed by E/I within distance 60mt S.I. 697 SOR 2023
3
Disposal /Cartage of excavated earth upto 5 Km. distance including loading and unloading all T&P etc. required for the proper completion of the work (S.I. 231a)
4
M-150 brick work with 1:4 cement and coarse sand mortar in foundtion and plinth including supply of all material, labour T&P etc. required for proper completion of work(S.I.No- )
5
Cement concrete with 20mm guage approved stone grit approved coarse sand and cement in the proportion of 4:2:1 including supply of all material labour & T&P etc. required for the proper completion of the work. (S.I. 279(i)
6
12mm thick plaster with 1:4 ( one part cement & four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, T&P etc. required for proper completion of the work (S.I. No-584(i) SOR 2018
7
Construction of granular sub base (G.S.B.) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compete at per clause 401. (Analysis Rate)
8
First layer of WMM 125 mm thick Providing laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material to site laying in uniform layers with paver finisher in sub base/ base course on well prepared surface and compcting with vibratory roller to achieve the desired density. complete in all respect. as per MORTH specification 406. (Analysis Rate)
9
Providing and applying bitumen emulsion tack coat with butumenus grade VG-10 over prepare surface of granuler base(primer coat) including cleaning of road sruface sand spreading tack coat @ 0.50 Kg/ sqm using machanical means as per morth (Morth 502) (Analyis Rate)
10
Providing and applying bitumen emulsion tack coatwith butumenus grade VG-10 over bituminious surface ofincluding cleaning of road sruface sand spreading tack coat @ 0.20 Kg/ sqm using machanical means as per morth (Morth 503) (Analysis Rate)
11
First layer of DBM 60mm thick Providing and laying dense graded bitumenous concrete(DBM)with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder@ 4.0 % to 4.50% by weight of total mix andfiller transpored to site laid over a previous prepared surface with paver finisher to the required grade level and alingment and rolled as per clause 501.6 and 501.7to achieve the desire compaction all complete as per morth specification morth-504(analysis rate)
12
Providing and laying bitumenous concrete (BC) 50 mm thick with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder 60/70 grade @ 5.0 % of mix & filler transpored the hot mix to site laying with a hydrostatic paver finisher with sensor control to the required grade level and alingment and rolling with smooth wheeled vibratory and tendom rollers as per MORTH specification clause no. 509 complete in all respcet. Analysis Rate
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