Construction of Missing Link CC Road from Approach Road Shrinagar Road to Nalla at Madar, Ajmer

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 MoRTH Specification Clause 301.3

Providing laying spreadingand compacting specified graded sand, gravel (crushedstone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing thematerial at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechnical means for Grading-I Material

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering- All work up to plinth level 1:4:8 (1 cement : 4 coars sand : graded stone aggregate 40 mm nominal size).

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3

Construction of un-reinforced, plain cement concrete pavement M30 (Grade), thickness asdesign, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2, coarse and fine aggregates conforming to IS:383, maximum size of coars aggregate not exceeding 25 mm, mixed in a fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixtures in recommened portion as perIS 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge 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 Fixed Form Paver and finished in continous operation including provision of contraction and expansion, 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 water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).

Providing and laying precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' classloadingas per IRC specification including to effect of impact, Eqetc. Completeon firmbase of 200 mm thick lean concrete of M-10 grade with aggregate of size 40 mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT/NIT/Government Engineer College complete inall respects as per specifications size 1.00 M x 1.00 M

Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature '160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.