Urban Development Department Tender

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

(a) Railway Fatak, Kangoi to Bangal Border via Lakhu Sao Talab

(b) N.H.-419 Kangoi Fatak to Hadul Kanali Middle School via Town Hall

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 free lead as per Technical Specification Clause 303.1.

(a) Railway Fatak, Kangoi to Bangal Border via Lakhu Sao Talab

(b) N.H.-419 Kangoi Fatak to Hadul Kanali Middle School via Town Hall

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

(a) Railway Fatak, Kangoi to Bangal Border via Lakhu Sao Talab

(b) N.H.-419 Kangoi Fatak to Hadul Kanali Middle School via Town Hall

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. With Grading-III Material (crushed stone aggregate)

(a) Railway Fatak, Kangoi to Bangal Border via Lakhu Sao Talab

(b) N.H.-419 Kangoi Fatak to Hadul Kanali Middle School via Town Hall

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

(a) Railway Fatak, Kangoi to Bangal Border via Lakhu Sao Talab

(b) N.H.-419 Kangoi Fatak to Hadul Kanali Middle School via Town Hall

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 using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

(a) Railway Fatak, Kangoi to Bangal Border via Lakhu Sao Talab

(b) N.H.-419 Kangoi Fatak to Hadul Kanali Middle School via Town Hall

Reinforced cement concrete M15 grade Ordinary kilometre stone (precast) stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.

(a) Railway Fatak, Kangoi to Bangal Border via Lakhu Sao Talab

(b) N.H.-419 Kangoi Fatak to Hadul Kanali Middle School via Town Hall

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

(a) Railway Fatak, Kangoi to Bangal Border via Lakhu Sao Talab

(b) N.H.-419 Kangoi Fatak to Hadul Kanali Middle School via Town Hall

GST @ 12%

Labour Cess @ 1%