Construction Of C . C . Road Ward No . 33 Kishan Lal Tak House To Champa Lal Tak Via Kumaniya Bass Main Road Babu Lal Taak To Kesaram Taak Via Ratan Lal Taak To Main Kumaniya Bass Road Dulichand Taak To Jugal Kishor Taak Mohandas Bass, Urban Deedwana-Rajasthan
TDR : 24579922
Tender Notice
BOQ
Expired
Urban Deedwana
Rajasthan
Construction Of C . C . Road Ward No . 33 Kishan Lal Tak House To Champa Lal Tak Via Kumaniya Bass Main Road Babu Lal Taak To Kesaram Taak Via Ratan Lal Taak To Main Kumaniya Bass Road Dulichand Taak To Jugal Kishor Taak Mohandas Bass
NAME OF WORK- Const. of C.C.Road ward no. 331. Kishan lal tak house to champa lal tak via kumaniya bass main road 2. Babu lal taak to kesaram taak via ratan lal taak to main kumaniya bass road 3.dulichand taak to jugal kishor taak mohandas bass
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
CIVIL WORKS
2
1.01
Construction of embankment with approved material obtained from\nborrow pit with all lifts and leads, transporting to site, spreading,\ngrading to required slope and compacting by vibratory roller 8-10\ntonne to meet requirement of table 300-2 including cost of\ncompensation for earth taken from private land complete as per\nMoRT&H specification clause 305. (Lead taken upto 5 km)
288
cum
3
1.02
Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 15 ii)To achieve 95% Proctor density\nGrading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 20 To achieve 95% Proctor density
72
cum
4
1.03
Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming toIS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate radationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in a batching plant, transported to site, laidwith a paver with electronic sensor, ompacting with 8-10 tonnesvibratory roller, finishing and curing complete as per clause 601, 112of MoRT&H specification including all material, labour, hinery, lighting, guarding and maintenance of diversion.
75.5
cum
5
1.04
Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with43 grade cement , coarse and fine aggregate conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed asper approved mix design, laid, spread, compacted and finished in a\ncontinuous operation including provision of contraction, expansion,construction and ngitudinal joints etc including all material, abour,machinery, lighting, guarding and maintenance of diversion. PCC M-20
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