WARD NO. 21 MOH. VAISHALI ENKALEV MEIN BAMBE SE DHARMESH KE MAKAN TAK, SUNDAR SE OMAPAL KE MAKAN TAK VA VAISHALI CONFECTIONARY SE MAHENDRA KE MAKAN TAK VA SAHAYAK GALI MEIN C.C. ROAD VA NALI KA NIRMAN KARY.

Dismantling of CC or brick or Granolithic Floors i/c base concrete & stacking of material as per engineer in charge

Dismantling of old flat kharanja(old interlock tiles stacking of material as per engineer in charge

Cartage of all waste debris and malwa

Construction of granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive desire density complete as per technical specification clause as per MORD 401

M-150 Class B/W in 1:4 cement, coarse sand 1.25 F.M motar in foundation and plinth including supply of all materials, labour , T & P etc. As per P.W.D. S.I. No. 305(a)

concrete work in 1:6:12 Cement, c/ sand, and 40 mm brick ballast including supply of all materials, labour , T & P etc. As per S.I.No 273

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with grade cementcoarse aggregate not exceeding 25 mm, 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 construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501.

12 mm thick plaster in 1:4 cement and coarse sand mortar on brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour,T & P etc. As per SI No 584(a)

P.C.C work in 1:2:4 Cement, c/ sand, and 20 mm stone grit including supply of all materials, labour , T & P etc. As per S.I.No 279(a)

R.C.C Work 1:1.5:3 in cement,c.sand and 20 mm stone grit in door sills, chaukhat, boundry post etc as per si no 282(a) for Road xing