Const of Paver Block road from Uriatol jama Masjid to Md Kamrul house at Uriatol sansad

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain striking out after completion of work as per specification and direction.

Cement concrete M-20 with graded stone chips ( 20 mm nominal size ) excluding shuttering and Reinforcement if any , in ground floor as per relavant IS codes Pakur Variety in ground floor

Supplying and Laying in the specifted pattern of Interlocking Concrete Block Pavements (ICBP) with concrcte blocks ( with Concrete grade as specified as per Table 1 of IS 15658 :2006) manufactured from BIS Iicensee manufacturer , with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks as per CI. No 3.26 of IS :15658)and of specified site and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CI.NO.3.3 of IS: 15658 as per Table 2 of IS : 15658 with fiexural strength/breaking load as per Annexure G of IS:15658 on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in desing and drawing with a cushion of compacted bedding sand of 25-35 mm thick ( grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP-63)and completing the edgse with cut blocks as per CI. No 8.7 of IRC SP-63(2018) with proper confinment of bedding and joint filling sand , compaction,levelling and filling up of the edgs gap. 60 mm thick (i) Gray

Earthwork in excavation from borrow pits (land owned/arranged by the Contractor ) and depositing in layers of 250 mm. including breaking clods in embankment works and dressing complete. (Borrow pit measurement)initial lift up to 1.5 m making bunds at top as directeddepressions and ruts with an initial lead up to 50 m andto fill up back of abutments, (i) In ordinary soil with carried earth lead up to 2.0 km

Work Site Concrete Display board with marbel slab 450 mm x 300 mm size i/c Fitting fixing all complete

Add G.S.T. @18%

Add for Labour Welfare Cess @1%