NOTICE NO 31 LOT NO 33

Earthwork in excavation of foundationn ordinary soil Hioam, clay & saad) including litupto 1.501 and lead upto 30 cm ineluding filling, watering and ramng of excavated earth into the trenches or in the plinth and removal and pisposaj oj surplus eanh as directed by the Eng including upto a distance of 30 mtr from foundation as per (S.No 2511

Earthwork in the carth carted from 1.00 Km. distance on kachcha road.

PCC 14:8 with stone ballast.

Construction of granular sub-base by providing well graded material, spreading in eniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Snecification Clausc 401

Class 150 sub class 'A brick work in 1:4 cement coarse sand mortor in foundation & up to pinih including supply jof all matenals and tools and plants etc, required for proper compietion ofthe work As per (S.I.No305b)

R.C.C work with cement approved coare sand 20mm gauge stone grit in proportion of 1:1.5. in foundation land footing excluding the supply of rainforcement and its beeding bet ineluding its bidding the same with 24 2WG III binding wire and alos including providing & xing necessary centering and shuttering and its removal after compleaon of work & suppiy of all other materials labor T&P ete. Reqaired for the proper completion of he work As per S 1.No.284a)

Mild steel of won work in plain work such as in frenforced concreate or reinforceed brick work (When not included in overall rate) wrought to required shapes as Inccessary and bending for the proper completion of work ineluding supply of steel and its wastages and all labour and T&P required for proper completion of work note the steel shall bent cold and all bends hooks and authorised over lapping shall be measured as per s.l. No 1504

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 other maxmum type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates confonming to IS:383, size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum formwork capacity and appropriate weigh batcher using approved mix design, laid in approved lixed side including (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates using levelling the formwork as per drawng), spreading the concrete with shovels, rakes, compacted needle, screed and plate vibrators and finished in continuous operation including provision of contraction near approaches and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, slabs for 14-days,