Construction of VKIT School to Naseeri Road on Bijnor Kotwali Road

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Including labour cess but excluding GST.)

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, complete as per Technical Specification Clause 401. As per MORD Specification clause 401 Sr. No. 4.07. (Including labour cess, Royalty but excluding GST.)

WBM Grading 3 (22.4-53 mm) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. As per MORD Specification clause 401 Sr. No. 4.07(3)(A). (Including labour cess, Royalty but excluding GST.)

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 , 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, Using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. (Including labour cess, Royalty but excluding GST.)

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embakment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. As per MORD Specification clause 3.5(ii). (Including labour cess but excluding GST.)

Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawing & Technical Specification Clause 1109. / Rate as per item No. 11.4 of Ch. 11. (Including labour cess, Royalty but excluding GST.)

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 Sr. No.1203 I. Brick masonry in 1:3 cement mortar. (Including labour cess, Royalty but excluding GST.)

Pointing with cement mortar (1:3) on brickwork as per technical specification clause 613.3/Rate as per item no. 12.2 of ch. 12. (Including labour cess, Royalty but excluding GST.)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (i) Nominal mix 1:2:4. (Including labour cess, Royalty but excluding GST.)

Providing and laying Reinforced cement concrete pipe NP3 as per design in single row/providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excava1106/600 mm dia. (Including labour cess but excluding GST.)