Construction of CC Road from Ragendro Ray towards HO Hari ray at Paschim Khairbari Part No 87

Construction of Granular sub-base by providing graded material, mixing by mix in place method, with rotavator at OMC ,spreading in uniform layers with motor grader on prepared surface in proper grade & camber, compacting with vibratory roller to achieve the desired density,including lighting,guarding, barricading, incl. cost of all materials , machinary, tools & plants incl cost of quality control complete as per Clause 401 of specifications for road & bridge works of MORT & H (5th revision) Grading II )

Providing and laying Design Mix concrete for plain/ reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregatesof 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 materialsand including preparation of design mix, approval ofthe same by the Engineer-in-Charge and cost forquality control, sampling, testing etc. all complete butexcluding cost of labour and materials for formwork &reinforcement works

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

Earthwork in excavation from borrow pits (land owned/arranged by the Department) 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. (Borrow pit measurement)

Providing & fixing concrete sign board as per IRC specification of size 900x750x37 mm thick made with RCC 1:1.5:3 with pakur variety stone chips reinforcement with double layer IRC febric ( 75 mm x 75 mm mesh ) and fixed with necessary nuts & bolts on two RC precast posts 100 mm x 15o mm of height 2.65 m of which top 750 mm is of section 100 x 13 and 1.90 m above GL & .75 m below G.L including digging hole repacking the same with cement concrete 1:3:6 with jhama khoa with local stone chips etc complete including painting two coats on both faces lettering sign marks etc as per direction of the Engineer in charge . ( Rate is inclussive of cost of reinforcement concrete shuttering nuts & bolts washer etc comlete

GST @ 18% of gross amount

Labour Welfare Cess @ 1% of gross amount