5-Ward Payagipur mein Daya Shankar Mishra Ke Ghar Se Alok Srivastav Ke Ghar Tak CC Sadak va RCC Nali Nirman Karya

Excavation,supplying ,stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of earth in layers not exceeding 20 cm in foundation trench .plinth,sides of foundation etc. complete for all lift.

E/W in excavation by mechanical means(Hydraulic excavator)/manual means over area (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Englneer -In-charge.All kind of soil.

Providing and laying cement concrete 1:6:12(1cement:6 cource sand:12 graded stone aggregate 10mm nominal size as per sor 4.1.10

Construction of granular sub-base by providing coarse graded Material, grading one spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density. complete as per clause 401

Brick work with common burnt clay ( non modular) brick of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes cement mortor 1:4 (1 cement :4 c. sand)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any olher type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer af not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construclion joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,(Without Dowel Bar) 'using curing compound (where specified) and water finishing to lines and grade as per drawing and As per MORD Specification Clause 1500

Providing and laying of R C C with 1:1.5.3. (1 cement 1.5 c.sand(zone III) Dertved from naturat source :3 graded stone aggregate 20 mm nominal size derived from naiturat source )

Steel reinforcement for R.C.C work including strnightening cutting, bending, placing in pesttion nind binding nll complete upto plinth level 5.22A6 Thermo-Mechanically Treated bars of ornde more. Fe-500D or more

Centering and shuttering including sturtting.propping etc and removal of form work i/c nli ... Drain