Rural Engineering Department Tender

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 smooth wheel roller to achieve the desired density as per MORD specification 401

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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 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 of 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, construction 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,

Earth work in foundation in B.C. soil in Bundelkhand area requiring use of special tools and plants such as pick axes and sabbal etc. including lift upto 1.5m (5 fts) and lead upto 30m (100fts ) & including filling, wastering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth the removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. as per S.I. No. 252 chap. No. 4

Local Sand filling in foundation or plinth I/c all complete with local sand I/c all complete as directed by engineer in charge as chapter 4 SI No. 255

Cement Concrete with 40 mm gauge Stone ballast ,approved coarse sand and cement in proportion of 8:4:1 I/c all required for proper completion of work as directed by engineer in charge I/c all complete as chapter 5 SI No. 281

RCR masonary work in 1:4 in foundation and plinth i/c supply of material as order by the Engineer-in-charge ,labour,T&P etc. required for completion of work as Ch.8 Item no additional 2

Providing and laying reinforced concrete pipe NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing collar with cement mortar 1:2 but excluding excavation protection work, backfilling, concrete and masonry works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B) (a) 1000 mm dia.

Pointing with cement, fine sand mortar in proportion of 1:2 in fair side of wall I/c all complete as directed by engineer in charge etc. (chapter 13 as SI no 577

Providing and fixing of sign board at site for information with all mat lab T&P etc all comp