Tender For Maharana Pratap Circle To Usman /Jalal Khan Ji House Via Dayaji Pinmaji House Gokularam Ji/Tolaji House Chhogaji /Motiji House House And Hotaram Ji /Bherji House Cement Concrete Road Construction In Mb Sayla Virana Area, Sayla-Rajasthan
TDR : 54820227
Tender Notice
BOQ
12 Days Left
Sayla
Rajasthan
Tender For Maharana Pratap Circle To Usman /Jalal Khan Ji House Via Dayaji Pinmaji House Gokularam Ji/Tolaji House Chhogaji /Motiji House House And Hotaram Ji /Bherji House cement concrete Road Construction In Mb Sayla Virana Area
Name of Work:- Maharana Pratap Circle to Usman /Jalal Khan Ji House Via Dayaji Pinmaji House Gokularam Ji/Tolaji House Chhogaji /Motiji House House and Hotaram ji /Bherji House CC Road Construction In MB Sayla Virana Area
Sl. No.
Item Description
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.In all type of soil
2
Carriage of Materials by mechanical transport including loading, unloading and stacking ::Earth:1 Km
3
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material
4
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.
5
Providing and laying M30 grade controlled cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ super elevation and grade including curing etc. as per specification with cement concrete M-30 grade including cost of Steel frame work for sides of C.C. pavement consisting of M. S. channels flats and angles with required steel pegs ( some of them may left embedded in concrete/ including providing frame work) (only for Building Campus) 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
6
Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick framed to angle iron 40x40x5mm with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing including all material, labour. Please Enable Macros to View BoQ information
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