Construction of Paver block road from Nurul house to Railway gate at Miyabasti dhantola II

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 to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Carried Earth) With carried earth lead up to 1.00km

Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.

Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. 2.Compaction factor of dry clean sand is 0.835. ( Rate analysis attached. )

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 etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required

Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge(excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control,sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.(b) M-20 ( 1:1.5:3) Grade Using concrete mixure .

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. (ii) Coloured Decorative

Providing and fixing display board with Marbel slab 2' x 1.5 size fitting fixing Writing all complete

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.